Addendum 3~1.pdf

Business Services Procurement and Contracting

1260 NW Waterhouse Rd Beaverton, OR 97006

(503) 356-4324

December 12, 2025

SOLICITATION ADDENDUM NO. 3

ITB 25-0014

Aloha High School Athletic Facility

THE FOLLOWING CHANGES/ADDITIONS TO THE ABOVE CITED SOLICITATION ARE ANNOUNCED:

This Addendum modifies the Invitation to Bid (ITB) document(s) only to the extent indicated herein. All other areas not changed or otherwise modified by this Addendum shall remain in full force and effect. This Addendum is hereby made an integral part of the ITB document. Bidder must be responsive to any requirements of this Addendum as if the requirements were set forth in the ITB. Failure to do so may result in Proposal rejection. See the ITB regarding requests for clarification or change and protests of this Addendum, and the deadlines for the foregoing.

This addendum is to be acknowledged in the space provided on the Bidder Certification form supplied in the solicitation document. Failure to acknowledge receipt of this addendum may cause to reject your Bid.

The closing date: December 18, 2025 at 2:00 PM Pacific Time

CLARIFICATION/REVISIONS:

*Specifications/Drawings- See Revisions attached and in separate Attachment

QUESTION: Revised Specification for Division 13 34 19 (Issued with the Addendum) in Section 1.3.H notes the following: H. FM Global 1. FMRC Standard 4471- Approval Standard for Class 1 Roofs for Hail Damage Resistance, Combustibility, and Wind Uplift Resistance.

Can you please provide the exact level of FM Global required and the letter from FM Global for this?

ANSWER: The reference to FM Global has been removed.

QUESTION: Revised Specification for Division 13 34 19 (Issued with the Addendum) in Section 2.5.A notes the following: A R-Panel Roof Panel: A through-fastened roof with 1 1/4 inch (32mm) ribs at 12 inches (305mm) on center. The area between the ribs is reinforced to minimize oil-canning. 1. Gauge: 26 (Std.) 2. Dimensions" 36 inches (915mm) wide by 1 1/4 inch (32mm) high 3. Finish/Color: As specified on Drawings Please confirm 26 gauge is the intended spec for the roof panels. 24 gauge is standard and typically required to meet any FM Global standard. If 26 gauge is intended, please provide reference for other Beaverton HS projects installed with this gauge roof.

ANSWER: The Specification has been updated. Revisions are in bold typeface.

QUESTION: Gutters are called out as galvanized. Please confirm this is intended as the cost will be quite high as compared to typical gutters

ANSWER: The Drawings have been revised to painted gutters.

QUESTION: Warranty indicates 35-year finish on Kynar paint. This is typically 25-years standard. Please confirm requirement

ANSWER: The Warranty has been changed to 25 year.

QUESTION: One of the earthwork and utility contractors is requesting CAD files for civil, is there a way we can get those?

ANSWER: There is very little grading and really not that much for utilities. The plans in pdf form should be sufficient enough to prepare a bid.

QUESTION: Specification 13 34 19 indicates both purlins and open web joists. Which is required for this project?

Typically purlins would be sufficient. Please clarify requirement as this can have a large price impact ANSWER: This will depend on the PEMB supplier design- TBD.

QUESTION: Specifications refer to standing seam panels and warranties, but in the roof panel portion of the spec it notes both roof and wall panels will be R-panels that are fasten through. A weathertightness warranty cannot be achieved with a fasten through roof panel as specified. Please clarify requirement and intention on warranty.

ANSWER: The Specification has been updated. Revisions are in bold typeface.

QUESTION: A301 note 6 calls out artificial turf over compacted crushed gravel base. Per manufacturers recommendation, but on S102 it calls out 4” SOB, is the intent for both? Compacted crushed gravel base over the 4”SOB? Please clarify.

ANSWER: This was corrected in Addendum #2.

QUESTION: Are we trying to use the existing base? Or do we need to tear it out and replace it with all new base rock to meet the new design specifications?

ANSWER: It is assumed existing gravel, etc. will be removed for all new base rock.

QUESTION: Contech Grate- C200 All area drains located in hardscape call out ADA grates yet the Contech calls out for a vaned. Please confirm the grate requirement on this structure as this is located in a hardscape area with grades sloping to the rim elevation

ANSWER: ADA Grate will be required in pedestrian circulation areas as called out on the plans. For clarification, the standard catch basin (lynch style) notes have been updated.

QUESTION: There isn't a finish schedule on the plans, and it's not clear in the specs. What is the desired colors for the siding, brick veneer, cmu and doors and frames.

ANSWER: The colors are to match adjacent dugout.

QUESTION: Is the storage container next to the CMU Ticket building to be removed from the site or relocated?

ANSWER: The storage container shall be removed and saved for relocation. See updated demo note C030.

QUESTION: Are surveyors exempt from prevailing wage?

ANSWER: All public improvement projects exceeding 50k are required to follow prevailing wage requirements of the Bureau of Labor and Industries.

QUESTION: Is there a water heater replacement or scope in the concession stand?

ANSWER: At this time, there is not a scope for replacing the water heater in the concession stand.

QUESTION: Keynote 2 on A201 - Potential Brace Frame. Is this required?

ANSWER: A Potential Brace Frame will depend on the PEMB supplier design. TBD

QUESTION: It appears the concession stand canopy is constructed with tube steel but there is no clear connection detail for the steel to wood ledger. The detail does not show embed plates or a bearing pocket.

Please provide details as to how the canopy will be supported.

ANSWER: The connection detail is 7/S500. There is a steel plate behind the wood ledger.

QUESTION: It appears there is no plumbing scope in the Batting Cage. Please Confirm ANSWER: There is not a plumbing scope for this project.

QUESTION: Concrete Sidewalk - C070 On C070 along Madeline Street it appears there is a new concrete sidewalk panels to replace yet the demo plan nor grading plan call these out to be replaced. Please confirm intent

ANSWER: See the public plan set provided with Addendum #2. Additional “public improvement” callouts have been added to C030, C100, and C200 for clarification.

QUESTION: Please confirm if the wire mesh at the Batting Building should be Bare steel or galvanized.

ANSWER: The detail has been revised to show painted wire mesh at the windows.

QUESTION: Are permits and plan reviews covered by the Contractor or BSD?

ANSWER: The Contractor is responsible for all permits and plan reviews.

-END of Addendum

Elizabeth Smith Procurement & Contracting Beaverton School District

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SCALE:6 BUILDING SECTION

3/8" = 1'-0"

A3

EXISTING ELEVATIONS KEYNOTES

1. EXISTING COUNTER SHUTTER DOOR AND OPENING FRAME TO BE

REMOVED

2. EXISTING MASONRY TO BE REMOVED BELOW COUNTERTOP

3. EXISTING SHEET METAL COPING TO BE REMOVED

4. REMOVE EXISTING LIGHT FIXTURES; STORE LIGHTS FOR REINSTALLATION

5. REMOVE EXISTING DRINKING FOUNTAIN AND STORE FOR REINSTALLATION

6. DISCONNECT EXISTING ELECTRICAL SERVICE FOR INSTALLATION OF NEW

MASONRY VENEER

SCALE:1 EXISTING ELEVATIONS

1/8" = 1'-0"

SCALE:2

PROPOSED

SOUTH ELEVATION

1/4" = 1'-0" SCALE:3

PROPOSED

EAST ELEVATION

1/4" = 1'-0"

SCALE:4

PROPOSED

NORTH ELEVATION

1/4" = 1'-0" SCALE:5

PROPOSED

WEST ELEVATION

1/4" = 1'-0"

SCALE:7 WALL SECTION

3/8" = 1'-0"

A3

TYP.

PROPOSED ELEVATIONS KEYNOTES

1. NEW integral colored 8X8X16 CMU WALLS (SPLIT FACE AND SMOOTH

FACE)

2. NEW integral colored 4X8X16 SPLIT-FACE CMU VENEER WITH SLOPED

WATERTABLE TRIM

3. EXISTING FASCIA TO BE REPAIRED AS REQUIRED, CLEANED, PRIMED AND

PAINTED

4. NEW SHEET METAL COPING TO BE PRIMED AND PAINTED

5. EXISTING HM DOORS AND FRAMES TO BE REMOVED, REPAIRED AS

REQUIRED, CLEANED, PRIMED AND PAINTED. EXISTING HARDWARE TO BE

REMOVED AND NEW SS HARDWARE TO BE INSTALLED

6. NEW PAINTED FIBER CEMENT FASCIA AND SHEET METAL FLASHING AT NEW

CANOPY

7. NEW MANUAL COILING SHUTTER DOOR

8. REINSTALL LIGHT FIXTURES; CONCEAL CONDUIT BEHIND MASONRY VENEER;

CENTER LIGHT FIXTURE IN BLOCK

9. EXTEND ROOF DRAIN FLASHING TO FACE OF NEW MASONRY VENEER

10. REINSTALL EXISTING DRINKING FOUNTAIN; EXTEND PLUMBING AS REQUIRED

11. RECONNECT ELECTRICAL SERVICE

12. 1-1/2" CORRUGATED HORIZONTAL METAL SIDING - PAINTED

13. 8" WIDE V-GROOVE METAL SIDING - PAINTED

14. 3" WIDE METAL TRANSITION TRIM

15. COLORS TO MATCH ADJACENT DUGOUT

SCALE:8 PARAPET DETAIL

3/4" = 1'-0"

SCALE:10 ROLLING SHUTTER JAMB

1-1/2" = 1'-0" SCALE:11 COUNTER DETAIL

1" = 1'-0"

A301

AT JAMB

A301

A301

SCALE:9 WALL BASE DETAIL

3/4" = 1'-0"

A301

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31341

5 1

SCALE:12 CANOPY DETAIL

1" = 1'-0"

A301

EXISTING CABINETRY,

SHUTTER AND MASONRY

BELOW TO BE DEMOLISHED

sheet metal flashing

3x blocking

4x8x16 cmu veneer masonry anchors

1" air gap existing masonry wall mortar net weep vents @ 32" o.c.

4 x 4 x 3/16" steel lintel new manual coiling shutter door new cabinetry with stainless steel coutertop s.s. counter below cedar #1 wood trim coiling shutter door new 1 2" VENTED soffit PANELS flashing single ply tpo roofing over plywood sheathing existing roofing; REPAIR AS

NECESSARY

existing fascia to be cleaned, primed and repainted

1/2" exterior soffit board exterior led can light new manual coiling shutter door cedar #1 wood trim

20 ga. stainless steel over plywood and 2x4 blocking

SLOPE EXTERIOR SIDE OF

COUNTER 1/8"

1 2 1

4 44 masonry wall ties @

24"o.c. vertical and 16" o.c. horizontal

5-1/2" X 1" fiber cement trim wood blocking sheet metal flashing continuous weatherstripping

A B C D

13 1214 13

20 ga. stainless steel over plywood and 2x4 blocking

3/4" MDO EXPOSED WOOD

SHELF ON 1X SUPPORTS

2 12/12/25 ADDENDUM #3

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text AKS DRAWING FILE: 25-05.1 A300.DWG | LAYOUT: A301 25-05.1 A300.DWG | LAYOUT: A301 | LAYOUT: A301 A301

AutoCAD SHX Text AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 503.563.6151 WWW.AKS-ENG.COM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NUMBER:

AutoCAD SHX Text 11/04/25

AutoCAD SHX Text 25-05.1

Aloha High School – Athletic Program ImprovementsBidding/Permit Specifications | 11.04.25

SECTION 13 34 19 – METAL BUILDING SYSTEMS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Metal Framing Components

B. Metal Wall Panels and Trim

C. Metal Roof Panels and Trim

D. Metal Building Accessories

1.2 RELATED SECTIONS

A. Section 03 15 00 - Placement of anchor bolt, leveling plates and grout.

B. Section 03 30 00 - Cast-in-place concrete.

C. Section 08 31 13 - Overhead doors.

D. Section 08 53 13 - Windows.

E. Section 09 90 00 - Painting: Finish painting of primed steel surfaces.

1.3 REFERENCE STANDARDS

A. American Institute of Steel Construction (AISC):

1. 360, Specification for Structural Steel Buildings.

2. RCSC, Specification for Structural Joints Using High Strength Bolts.

3. Design Guide 3, Serviceability Design Considerations for Steel Buildings

B. American Iron and Steel Institute (AISI):

1. AISI North American Specification for the Design of Cold-Formed Steel Structural Members

C. American Welding Society (AWS):

1. AWS D1.1 / D1.1M – Structural Welding Code – Steel.

2. AWS D1.3 / D1.3M – Structural Welding Code – Sheet Steel

D. Association for Iron & Steel Technology (AISE):

1. AISE 13 – Specifications for Design and Construction of Mill Buildings.

E. ASTM International (ASTM):

1. A36 – Standard Specification for Carbon Structural Steel

2. A123 – Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

3. A354 – Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally

Threaded Fasteners

4. A475 – Specification for Zinc-Coated Steel Wire Strand

5. A500 – Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

6. A529 – Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality.

7. A536 – Standard Specification for Ductile Iron Castings.

8. A563 – Specification for Carbon and Alloy Steel Nuts

9. A572 – Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel.

10. A653 / A653M – Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-

Coated (Galvannealed) by the Hot-Dip Process

11. A792 / A792M – Standard Specification for Steel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip

Process

12. A992 – Standard Specification for Structural Steel Shapes.

13. A1011 – Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength

Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength.

14. A1039 – Specification for Steel, Sheet, Hot Rolled, Carbon, Commercial, Structural, and High-Strength

Low-Alloy, Produced by Twin-Roll Casting Process

15. E96 / E96M – Standard Test Methods for Water Vapor Transmission of Materials.

16. E108 - Spread-of Flame Testing: Class 1A Rating.

17. E283 – Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain

Walls, and Doors Under Specified Pressure Differences Across the Specimen.

18. E331 – Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain

Walls by Uniform Static Air Pressure Difference.

19. E1592 – Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform

Static Air Pressure Difference

20. E1646 – Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air

Pressure Difference

21. E1680 – Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems

22. E2140 – Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head

23. F436 – Specification for Hardened Steel Washers

24. F1145 – Specification for Turnbuckles, Swaged, Welded, Forged

25. F1554 – Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

26. F3125 – Standard Specification for High Strength Structural Bolts

F. CSA – Canadian Standards Association:

1. S16, Design of Steel Structures

G. SJI – Steel Joist Institute

H. Metal Building Manufacturers Association (MBMA):

1. MBMA Metal Building Systems Manual

I. Underwriters Laboratories (UL):

1. UL 580 – Standard for Tests for Uplift Resistance of Roof Assemblies

1.4 DESIGN REQUIREMENTS

A. General

1. The building manufacturer will use standards, specifications, recommendations, findings and/or interpretations of professionally-recognized groups such as AISC, AISI, AWS, ASTM, CSA, CWB, MBMA, Federal Specifications, and unpublished research by MBMA as the basis for establishing design, drafting, fabrication, and quality criteria, practices, and tolerances. The Manufacturer's design, drafting, fabrication and quality criteria, practices, and tolerances shall govern, unless specifically countermanded by the contract documents.

2. Design structural mill sections and built-up plate sections in accordance with:

a. (US) code-appropriate edition of AISC's "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings", ANSI/AISC 360 ASD method.

3. Cold-Formed steel structural members and panels will generally be designed in accordance with "Specifications for the Design of Cold-Formed Steel Structural Members", ANSI/AISI S-100.

4. Design weldments per the following:

a. Structural Welding

1) (US) Design per AWS D1.1, “Structural Welding Code – Steel”, Latest Edition.

b. Cold-Formed Welding

1) (US) Design per AWS D1.3, “Structural Welding Code – Sheet Steel”, Latest Edition.

B. Design Code / Design Loads:

1. Structural design for the building structural system shall be provided by the metal building system manufacturer for the following design criteria as shown on Drawings

C. General Serviceability Limits:

1. Deflection Limits shall be in accordance with the applicable provisions of the Metal Building Systems

Manual (MBMA), latest edition.

2. Vertical deflection limits apply for snow load (50-year mean-recurrence interval) plus collateral load, or the code required live load. The horizontal drift and deflections limits apply for the loads induced by a basic wind speed corresponding to a 10 year mean-recurrence interval.

1.5 SUBMITTALS

A. Submit under provisions of Section 01 33 00.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings: Provide complete erection drawings for the proper identification and assembly of all building components. Drawings will show anchor bolt settings, transverse cross-sections, sidewall, endwall and roof framing, flashing, and sheeting, and accessory installation details.

D. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

E. Verification Samples: For each finish product specified, two samples, representing actual product, color, and patterns.

F. Certifications: Shop drawings and design analysis shall bear the seal of a registered professional engineer upon request. Design analysis shall be on file and furnished by the manufacturer upon request.

G. Bill of Materials: Bills of material shall be furnished and shall include item weights.

H. Preventive Maintenance Manual.

I. Welder's Certifications: Certification of welder qualifications shall be furnished as specified by the Project Engineer.

J. Submit certification verifying that the metal roof system has been tested and approved by Underwriter’s Laboratory as Class 90.

K. Submit certification verifying that the metal standing seam roof system has been tested in accordance with ASTM E 1592 test protocols.

1.6 QUALITY ASSURANCE

A. Manufacturer / Fabricator Qualifications:

1. (US) All primary products specified in this section will be supplied by a single IAS AC 472 Accredited

Manufacturer /Fabricator with a minimum of five (5) years’ experience.

B. Weldments/Welder/Weld Inspection Qualifications:

1. (US) Welding inspection and welding inspector qualification for structural steel shall be in accordance with

AWS D1.1, “Structural Welding Code – Steel”, latest edition. Welding inspection and welding inspector qualification for cold-formed steel shall be in accordance with AWS D1.3, “Structural Welding Code – Sheet Steel”, latest edition.

C. Erector Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified.

D. Design: Standard drawings and design analysis must bear the seal of a registered professional engineer. Design analysis must be on file and furnished by the manufacturer upon request.

1.7 DELIVERY, STORAGE AND HANDLING

A. Delivery and Acceptance Requirements: Deliver materials to site in manufacturer’s original, unopened containers and packaging, with labels clearly identifying product name and manufacturer.

B. Storage and Handling Requirements:

1. Store and handle materials in accordance with manufacturer’s instructions.

2. Keep materials in manufacturer’s original, unopened containers and packaging until installation.

3. Do not store materials directly on ground.

4. Store materials on flat, level surface, raised above ground, with adequate support to prevent sagging.

5. Protect materials and finish during storage, handling, and installation to prevent damage.

C. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside the manufacturer’s absolute limits.

D. Store and dispose of hazardous materials, and materials contaminated by hazardous materials, in accordance with requirements of local authorities having jurisdiction.

1.8 WARRANTY

A. Building System Warranty

1. Furnish manufacturer’s standard warranty for the metal building system, excluding paint.

2. The manufacturer shall warrant the metal building system against failure due to defective material or workmanship for a period of one (1) year from date of shipment.

3. The liability under this warranty shall be limited to furnishing, but not dismantling or installing, necessary replacement material F.O.B. manufacturer’s plant. In no event shall the manufacturer be liable for loss of profits, or other incidental, consequential, or special damages.

B. Standing Seam Roof Weathertightness Warranty

1. Furnish manufacturer’s weathertightness warranty for a maximum of 25 years against leaks in standing seam roof panels, arising out of or caused by ordinary wear and tear under normal weather and atmospheric conditions.

C. Roof and Wall Paint Finish Warranty

1. Paint Systems

a. Furnish manufacturer’s standard warranty for the metal panel paint system against chipping, peeling, blistering, fading in excess of 5 NBS Hunter units as set forth in ASTM-D-2244, and chalking in excess of 8 units as set forth in ASTM-D-4214.

b. The warranty shall be for a period of 25 years from the date of shipment for pre-finished color coat systems against chipping, cracking, crazing, blistering, peeling, chalking, or fading.

Include coverage for weather tightness of building enclosure elements after installation.

c. Start of Warranty Period: Date of Substantial Completion

PART 2 PRODUCTS

2.1 MANUFACTURERS

2.2

A. Acceptable Manufacturers (used as basis of design):

1. Nucor Building Systems; http:/www.nucorbuildingsystems.com

B. Substitutions: Permitted per Section 01 25 00 (Addenda #1)

MATERIALS

A. Primary Framing Steel:

1. Steel for hot rolled shapes must conform to the requirements of ASTM A36, A572 or A992, with minimum yield of 36 or 50 ksi, respectively.

2. Steel for built-up sections must conform to the requirements of ASTM A1011, A1018, A529, A572 or A36 as applicable, with minimum yield of 36, 50, or 55 ksi as indicated by the design requirements.

3. Round Tube must conform to the requirements of ASTM A-500 Grade B with minimum yield strength of 42 ksi.

4. Square and Rectangular Tube must conform to the requirements of ASTM A500 Grade B with a minimum yield strength of 46 ksi.

5. Steel for Cold-Formed sections must conform to the requirements of ASTM A1011 or A1039 Grade 55, or

ASTM A653 Grade 55 with minimum yield strength of 55 ksi.

6. X-bracing will conform to ASTM A529 for rod bracing, ASTM A992 for angle bracing or ASTM A475 for cable bracing.

B. Secondary Framing Steel:

1. Steel used to form purlins, girts and eave struts must meet the requirements of ASTM A1011 or ASTM

A1039 Grade 55 for primed material or ASTM A653 Grade 55 for galvanized material with a minimum yield of 55 ksi.

2. Design Thicknesses – Gauge to be determined by design to meet specified loading conditions.

C. Panels:

1. Roll-formed Galvalume®, pre-painted Galvalume® or Galvanized G90 Exterior-Side and G60 Interior- Side.

2. Standing Seam Panels must have:

a. (For US and Export) 50 percent minimum aluminum-zinc alloy- coating and conform to ASTM A792 or ASTM A653 with a minimum yield of 50 ksi.

3. Panel Finish:

a. SP Finish: Modified Siliconized Polyester paint system with a 25-year finish warranty.

b. deleted

D. Panel Fasteners:

1. For Galvalume® and Painted finished roof panels: Long Life Cast Zinc head.

2. For wall panels: Coated carbon steel.

3. Color of exposed fastener heads to match the wall and roof panel finish.

4. Concealed Fasteners: Self-drilling type, of size required.

E. Flashing and Trim: Match material, finish, and color of adjacent components. Provide trim at rakes, including peak and corner assemblies, high and low eaves, corners, bases, framed openings and as required or specified to provide weathertightness and a finished appearance.

F. Roof Clips:

1. All clips must have factory-applied mastic and designed so that movement between the panel and the clip does not occur.

2. Short or Tall Fixed clips; shall be either 3 ½ inches (89mm) or 4 ½ inches (114mm) in height. Used for applications where only a moderate amount of thermal expansion and contraction in the roof panel is expected.

3. Short or Tall Sliding clips: shall be either 3 ½ inches (89mm) or 4 ½ inches (114mm) in height and provide either 1-7/8 inches from neutral position or 3 3/4 total inches of travel for panel thermal expansion and contraction, depending on clip choice.

4. Super Tall Sliding clips: shall be 5 ½ inches (140mm) in height and provide either 1-7/8 inches from neutral position or 3 3/4 total inches of travel for panel thermal expansion and contraction.

G. Sealant And Closures:

1. Sidelaps: Factory applied non-skinning Butyl mastic.

2. Endlaps, Eave, Ridge Assembly, and Gable Flashings: Field applied 100% solids butyl-based elastomeric tape sealant, furnished in pre-cut lengths.

3. Outside Closures: Closed-cell, plastic, or metal.

4. Inside Closures: Closed-cell, plastic, or metal.

2.3 PRIMARY FRAMING

A. Rigid Frames: Fabricated as welded built-up "I" sections or hot-rolled sections.

1. Frame Design: Single Slope

B. .Rigid Frame Columns:

1. Straight/Uniform depth

2. Tapered

C. Rigid Frame Rafters:

1. Straight/Uniform depth

2. Tapered

D. Endwall Frames / Roof Beams: Fabricated as mill-rolled sections or built-up "I" sections depending on design requirements. Fabricate endwall columns of cold-formed sections, mill-rolled sections, or built-up "I" sections depending on design requirements.

E. Finish: Red-Oxide or Gray Primer, or galvanized (pre coated galvanized cold-form, hot-dipped otherwise).

F. Field Bolted Connections: All field bolted connections shall be designed and detailed utilizing ASTM F3125 Grades A325 or A490 as required by design.

2.4 SECONDARY FRAMING

A. Purlins and Girts: Purlins and girts shall be cold-formed "Z" sections with stiffened flanges. Flange stiffeners shall be sized to comply with the requirements of the latest edition of AISI S100. They shall be pre-punched at the factory to provide for field bolting to the rigid frames. They shall be simple or continuous span as required by design. Connection bolts will install through the purlin/girt webs, not purlin/girt flanges.

B. Purlins (Excluding Open Web Joists): Horizontal structural members which support roof coverings.

1. Depth: To be determined by design (8”, 9.5” or 12”)

2. Maximum Length: To be determined by design.

3. Finish: Gray Primer.

C. Girts: Horizontal structural members that support vertical panels.

1. Depth: To be determined by design (8”, 9.5” or 12”)

2. Maximum Length: To be determined by design.

3. Finish: Gray Primer.

D. Eave Struts: Equal flange, cold-formed "C" sections or “Z” purlins.

1. Depth: To be determined by design (8”, 9.5” or 12”)

2. Maximum Length: To be determined by design.

3. Finish: Gray Primer.

E. Base Framing: Base members to which the base of the wall covering may be attached to the perimeter of the slab. Secured to the concrete slab with mechanical anchors.

1. Formed base sill

2. Base channel

a. With flashing

3. Base angle

a. With flashing

4. Base girt

a. With flashing

5. Finish: Gray Primer

F. Nucor Buildings Group Roof Joist system.

1. Open web, parallel chord, simple span load carrying members suitable for the direct support of roof systems utilizing material sizes and yield strengths as required.

2. Open web members shall be fabricated of material that conforms to the material specifications designated by the Steel Joist Institute as acceptable for this product.

3. ClearBay® roof joist system with reduced bridging on qualified “Standing Seam” projects.

4. Roof Joist Seat attachment

a. Fully Bolted (no welding required)

b. Welded

c. Alternate Bolt Option (some welding required)

5. Roof Joist Bridging attachment

a. Fully Bolted (no welding required)

b. Welded

6. Roof Joist Flange Brace attachment

a. Fully Bolted (no welding required)

b. Welded

2.5 ROOF PANELS

A. Roof Panel: Nucor "LocSeam Vertical Rib Standing Seam" (basis of design); concealed fastener system

1. Gauge: minimum 22

2. Dimensions: 16 inch width coverage by 2 inch seam high

3. Length: Full length of roof slope, without lapped horizontal joints

4. Finish/Color: As specified on Drawings

2.6 WALL PANELS

A. R-Panel Wall Panel: Semi-concealed fasteners with 1 1/4 inch (32mm) ribs at 12 inches (305mm) on center.

The area between the ribs is reinforced to minimize oil-canning.

1. Gauge: minimum 24

2. Dimensions: 36 inches (915mm) wide by 1 1/4 inch (32mm) high

3. Finish/Color: As specified on Drawings

B. Corrugated Wall Panel: Rolled wall panel with 2 5/8 inch on center corrugated ribs with concealed fasteners.

1. Rib Spacing: 2 5/8 inch on center

2. Rib Height: ½ inch

3. Gauge: minimum 24

4. Coverage Width: 24 inches

5. Finish/Color: As specified on Drawings

2.7 ACCESSORIES

A. Canopies: Overhanging or projecting roof structures off the sidewall or endwall with the extreme end usually unsupported. For aesthetic application or to cover entrance or walkway.

B. Roof Line Trim:

1. Basic Sculptured Trim Type: Low-Eave Gutter (on slope or horizontal) / Sculptured Rake Trim

C. Purlin Extensions: Overhanging or projecting roof structure at the end of a building.

D. Framed Openings: Used to frame out: doors, windows, louvers, and any other openings. Refers to the framing members and flashing which surround an opening and includes jambs, header and or sill, trim, and fasteners.

E. Walk Doors: Personnel entry doors.

1. Size: As noted on the Contract Drawings.

2. Accessories: As noted on the Contract Drawings

3. Size: 3 foot by 7 foot (914x2133mm) Single Leaf

F. Premium Windows: Self-flashing, self-framing horizontal slide, project in or fixed narrow-lite windows.

1. Type / Size: As noted on the Contract Drawings.

G. Liner Panels: R-Panel Liner Panel: Semi-concealed panels with 1 1/4 inch (32mm) ribs at 12 inches (305mm) on center. The area between the ribs is reinforced to minimize oil-canning.

1. Gauge: 28 (Std.)

2. Dimensions: 36 inches (915mm) wide by 1 1/4 inch (32mm) high

3. Finish: As specified on Drawings

H. Soffit Panels:

1. Flat SL Panel: Flush, lock-joint profile with raised flat pan with concealed fasteners.

a. Gauge: 24 (std.)

b. Dimensions: 12 inches (305mm) wide by 1 1/2 inch (38mm) high

c. Finish: As specified in Article 2.8 PANEL FINISHES

I. Eave Gutter: Gutter used to carry off water from attached buildings. Standard gutter is 14 gauge pre-painted 10 foot (3048mm) sections, field welded in place (gutter liner and drainage members by others).

J. Roof Vents: Accessories used on the roof to allow air to pass through.

1. Gravity Ridge Vents: Can be used as single unit or continuous.

a. Size: 9 inch by 10 foot (229x3048mm) with Damper & Lockerpull.

b. Size: 12 inch by 10 foot (305x3048mm) with Damper & Lockerpull.

2.8 PANEL FINISHES

A. Roof Panel:

1. Galvalume® (GM)

2. Standard Panel Paint System (Siliconized Polyester Resin, 25-year Finish Warranty):

a. Color: As shown on Drawings

B. Wall Panel:

1. Standard Panel Paint System (Siliconized Polyester Resin, 25-year Finish Warranty):

a. Color: As shown on Drawings

C. Liner Panel:

1. Standard Panel Paint System (Siliconized Polyester Resin, 25-year Finish Warranty):

a. 28 gauge:

1) Color: Polar White (PW)

D. Soffit Panel (Flat SL Panel):

1. PVDF Panel Paint System (PVDF Resin, 35-year Finish Warranty):

a. Color: Regal White (RW)

2.9 FABRICATION

A. General:

1. Shop-fabricate all framing members for field bolted assembly. The surfaces of the bolted connections must be smooth and free from burrs or distortions.

2. Shop connections must conform to the manufacturer's standard design practices as defined in this section.

Certification of welder qualifications will be furnished when required and specified in advance.

3. All framing members must carry an identifying mark.

B. Primary Framing:

1. Plates, Stiffeners and Related Members: Factory weld base plates splice plates, cap plates, and stiffeners into place on the structural members.

2. Bolt Holes and Related Machining: Shop fabricated base plates, splices, and flanges to include bolt connection holes. Shop fabricated webs to include bracing holes.

3. Secondary structural connections (purlins and girts) to be ordinary bolted connections, which may include welded clips.

4. Manufacturer is responsible for all shop welding inspection in accordance with the manufacturer's IAS Accreditation or CAN/CSA A660 Certification. Special inspection by the buyer or owner may be done in the manufacturer's facility and must be noted on the Contract Documents.

5. Non-Destructive Testing (NDT) - NDT shall be performed and documented as required by the governing building code for this project.

C. Open-Web Roof Joists:

1. Secondary framing for ‘long-bay’ building layouts shall consist of open-web bar joists designed under Steel

Joist Institute (SJI) specifications by an SJI-Certified Joist Manufacturer for the prescribed loads.

D. Zee Purlins:

1. Fabricate purlins from cold-formed "Z" sections with stiffened flanges. Size flange stiffeners to comply with the requirements of the latest edition of AISI. Connection bolts will install through the webs, not the flanges.

E. Girts

1. Girts must be simple or continuous span as required by design. Connection bolts will install through the webs, not the flanges.

F. Bracing:

1. Diagonal Bracing:

a. Longitudinal bracing in the roof and/or walls need not be furnished where it can be shown that the diaphragm strength of the roof and/or wall covering is adequate to resist the applied wind or seismic forces. Diagonal bracing in the roof and sidewalls may be used to resist longitudinal loads (wind, crane, etc.) in the structure if diaphragm action cannot be used.

b. Diagonal bracing will be furnished to length and equipped with hillside washers and nuts at each end.

It may consist of rods threaded at each end or galvanized cable with suitable threaded end anchors.

If load requirements dictate, bracing may be of structural angle and/or pipe, bolted in place.

2. Special Bracing: When diagonal bracing is not permitted in the sidewall, a rigid frame type portal or fixed base column may be used. Shear walls can also be used where adequate to resist the applied wind or seismic forces.

3. Flange Braces: The inside compression flange of all primary framing must be braced laterally with angles connecting to the bottom chords of joists or to the webs of purlins/girts so that the flange compressive stress is within allowable limits for any combination of loading.

4. Bridging: Laterally bridge the top and bottom chords of the open-web bar joists as required by design thereof and specified on the building erection drawings.

G. Trapezoidal Standing Seam Panels - General:

1. One side of the panel is configured as female, having factory applied mastic inside the female seam. The female side will hook over the male side and when seamed creates a continuous lock, forming a weathertight seam.

2. Panels are factory notched at both ends so that field installation can commence or terminate from either end of the building. Panels cannot start at both ends of the building and work towards each other.

3. Maximum panel length is 50 feet (16,764mm) unless otherwise noted in the Contract Documents.

4. Endlaps:

a. Endlaps must have a 16 gauge backup plate and have the (8) endlap joint fasteners installed in dimpled locations in the flat with (1) endlap joint fastener installed in each trapezoid shoulder for a total of (10) fasteners at each endlap.

b. Apply mastic between the panels and secured with #1/4-14 x 1 1/4 inch (32mm) self-drilling fasteners through the panels and backup plate to form a compression joint.

c. "Through-the-Roof" fasteners may only be used at endlaps and eaves.

H. Vertical Rib Standing Seam Panels - General:

1. One side of the panel is configured as female, having factory applied mastic inside the female seam. The female side will hook over the male side and when seamed creates a continuous lock, forming a weathertight seam.

2. Panels are factory swaged when endlaps are required. Panels cannot start at both ends of the building and work towards each other.

3. Maximum panel length is 50 feet (16,764mm) unless otherwise noted in the Contract Documents.

4. Endlaps:

a. Endlaps must have a 16 gauge backup plate and have the (5) endlap joint fasteners installed in dimpled locations in the flat at each endlap.

b. Apply mastic between the panels and secured with #1/4-14 x 1 1/4 inch (32mm) self-drilling fasteners through the panels and backup plate to form a compression joint.

c. "Through-the-Roof" fasteners may only be used at endlaps and eaves.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Erector present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.

B. Before erection proceeds, survey elevations and locations of concrete and masonry bearing surfaces and locations of anchor rods, bearing plates and other embedment’s to receive structural framing, with Erector present, for compliance with requirements and metal building system manufacturer’s tolerances.

C. Proceed with erection only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Provide temporary shores, guys, braces, and other supports during erection to keep structural framing secure, plumb, and in alignment against temporary construction loads equal in intensity to design loads. Remove temporary supports when permanent structural framing connections and bracing are in place, unless otherwise indicated.

3.3 INSTALLATION

A. The erection of the building system shall be performed by a qualified erector, in accordance with the appropriate erection drawings, erection guides and /or other documents furnished by manufacturer, using proper tools, equipment and safety practices.

B. Erect framing in accordance with MBMA Metal Building Systems Manual, Chapter IV Common Industry Practices

C. There shall be no field modifications to primary structural members except as authorized and specified by the manufacturer.

3.4 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

1'

24'-4"

" 8 " 1'-4"

3'-0"

4"

/2

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2.

A301

SCALE:6 BUILDING SECTION

3/8" = 1'-0"

A3

EXISTING ELEVATIONS KEYNOTES

1. EXISTING COUNTER SHUTTER DOOR AND OPENING FRAME TO BE

REMOVED

2. EXISTING MASONRY TO BE REMOVED BELOW COUNTERTOP

3. EXISTING SHEET METAL COPING TO BE REMOVED

4. REMOVE EXISTING LIGHT FIXTURES; STORE LIGHTS FOR REINSTALLATION

5. REMOVE EXISTING DRINKING FOUNTAIN AND STORE FOR REINSTALLATION

6. DISCONNECT EXISTING ELECTRICAL SERVICE FOR INSTALLATION OF NEW

MASONRY VENEER

SCALE:1 EXISTING ELEVATIONS

1/8" = 1'-0"

SCALE:2

PROPOSED

SOUTH ELEVATION

1/4" = 1'-0" SCALE:3

PROPOSED

EAST ELEVATION

1/4" = 1'-0"

SCALE:4

PROPOSED

NORTH ELEVATION

1/4" = 1'-0" SCALE:5

PROPOSED

WEST ELEVATION

1/4" = 1'-0"

SCALE:7 WALL SECTION

3/8" = 1'-0"

A3

TYP.

PROPOSED ELEVATIONS KEYNOTES

1. NEW integral colored 8X8X16 CMU WALLS (SPLIT FACE AND SMOOTH

FACE)

2. NEW integral colored 4X8X16 SPLIT-FACE CMU VENEER WITH SLOPED

WATERTABLE TRIM

3. EXISTING FASCIA TO BE REPAIRED AS REQUIRED, CLEANED, PRIMED AND

PAINTED

4. NEW SHEET METAL COPING TO BE PRIMED AND PAINTED

5. EXISTING HM DOORS AND FRAMES TO BE REMOVED, REPAIRED AS

REQUIRED, CLEANED, PRIMED AND PAINTED. EXISTING HARDWARE TO BE

REMOVED AND NEW SS HARDWARE TO BE INSTALLED

6. NEW PAINTED FIBER CEMENT FASCIA AND SHEET METAL FLASHING AT NEW

CANOPY

7. NEW MANUAL COILING SHUTTER DOOR

8. REINSTALL LIGHT FIXTURES; CONCEAL CONDUIT BEHIND MASONRY VENEER;

CENTER LIGHT FIXTURE IN BLOCK

9. EXTEND ROOF DRAIN FLASHING TO FACE OF NEW MASONRY VENEER

10. REINSTALL EXISTING DRINKING FOUNTAIN; EXTEND PLUMBING AS REQUIRED

11. RECONNECT ELECTRICAL SERVICE

12. 1-1/2" CORRUGATED HORIZONTAL METAL SIDING - PAINTED

13. 8" WIDE V-GROOVE METAL SIDING - PAINTED

14. 3" WIDE METAL TRANSITION TRIM

15. COLORS TO MATCH ADJACENT DUGOUT

SCALE:8 PARAPET DETAIL

3/4" = 1'-0"

SCALE:10 ROLLING SHUTTER JAMB

1-1/2" = 1'-0" SCALE:11 COUNTER DETAIL

1" = 1'-0"

A301

AT JAMB

A301

A301

SCALE:9 WALL BASE DETAIL

3/4" = 1'-0"

A301

X

X

1 2 1 2

3333333

31341

5 1

SCALE:12 CANOPY DETAIL

1" = 1'-0"

A301

EXISTING CABINETRY,

SHUTTER AND MASONRY

BELOW TO BE DEMOLISHED

sheet metal flashing

3x blocking

4x8x16 cmu veneer masonry anchors

1" air gap existing masonry wall mortar net weep vents @ 32" o.c.

4 x 4 x 3/16" steel lintel new manual coiling shutter door new cabinetry with stainless steel coutertop s.s. counter below cedar #1 wood trim coiling shutter door new 1 2" VENTED soffit PANELS flashing single ply tpo roofing over plywood sheathing existing roofing; REPAIR AS

NECESSARY

existing fascia to be cleaned, primed and repainted

1/2" exterior soffit board exterior led can light new manual coiling shutter door cedar #1 wood trim

20 ga. stainless steel over plywood and 2x4 blocking

SLOPE EXTERIOR SIDE OF

COUNTER 1/8"

1 2 1

4 44 masonry wall ties @

24"o.c. vertical and 16" o.c. horizontal

5-1/2" X 1" fiber cement trim wood blocking sheet metal flashing continuous weatherstripping

A B C D

13 1214 13

20 ga. stainless steel over plywood and 2x4 blocking

3/4" MDO EXPOSED WOOD

SHELF ON 1X SUPPORTS

2 12/12/25 ADDENDUM #3

AutoCAD SHX Text

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DESIGNED BY:

AutoCAD SHX Text AKS DRAWING FILE: 25-05.1 A300.DWG | LAYOUT: A301 25-05.1 A300.DWG | LAYOUT: A301 | LAYOUT: A301 A301

AutoCAD SHX Text AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 503.563.6151 WWW.AKS-ENG.COM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NUMBER:

AutoCAD SHX Text 11/04/25

25-05.1

36'-0"

5'-8" 12'-4" 12'-4" 5'-8"

5'-8" 12'-4" 12'-4" 5'-8"

9'-4"

8'-0" 8'-0"

E

Q U A L S

P A C E S

A201

SCALE:1 FLOOR PLAN

3/16" = 1'-0"

FLOOR PLAN KEYNOTES

1. pemb steel stucture (tbd)

2. potential brace frame (tbd)

3. steel canopy above (by pemb)

4. 3'-4"W X 4'-8"H WHITE FIXED vinyl windows W/ TEMPERED GLASS

5. 8' x 8' high lift INSULATED overhead door

6. 55'L x 12'w x 12'h batting cage netting - of/oi

7. 2" x 2" 10 gage wire mesh in 1" x 1/4" steel frame window guard - cf/ci

8. artificial turf, to be selected by owner - cf/ci; over 4" concrete slab

9. 5/8" high impact gyp board over 1-1/2" metal furring on all walls

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2.

SCALE:2 CEILING PLAN

3/16" = 1'-0" SCALE:3 ROOF PLAN

3/16" = 1'-0"

CEILING PLAN KEYNOTES

1. pendant light fixtures with wire impact protection cages, see electrical

ROOF PLAN KEYNOTES

1. sheet metal gutters

2. sheet metal downspout, see civil for storm connections

A301

A301

A301

1 2 1 2 1 2

A

B

C

D

A

B

C

D

A

B

C

D

1 1

2 2

A A

A A

N O R T H N

N O R T H N

N O R T H N

1 12/04/25 ADDENDUM #2

AutoCAD SHX Text

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DESIGNED BY:

AutoCAD SHX Text AKS DRAWING FILE: 25-05.2 A200.DWG | LAYOUT: A201 25-05.2 A200.DWG | LAYOUT: A201 | LAYOUT: A201 A201

AutoCAD SHX Text AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 503.563.6151 WWW.AKS-ENG.COM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NUMBER:

AutoCAD SHX Text 11/04/25

25-05.2

2'-0"

3'-0"

20'-0"

4'-3" 4'-3"

19'-6"

2'-0"

2'-0"

T Y P

" 2

2'-0"

2'-0"

9'-4"

1"

A301

SCALE:3 WEST ELEVATION

3/16" = 1'-0"

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2.

SCALE:1 SOUTH ELEVATION

3/16" = 1'-0"

BUILDING ELEVATION KEYNOTES

1. vertical ribbed seam siding (by pemb)

2. horizontal 1-1/2" corrugated siding (by pemb)

3. 3'-4"W X 4'-8"H WHITE FIXED vinyl windows W/ TEMPERED GLASS

4. insulated HOLLOW METAL door

5. 8'w x 8'h insulated manual overhead door

6. school signage (tbd)

7. steel canopy and tie rods (by pemb)

8. standing seam metal roofing (by pemb)

9. sheet metal gutter (by pemb)

10. sheet metal downspouts (by pemb)

11. wall pack light fixtures, cf/ci

12. 6" exposed SEALED concrete stem wall

13. 1/2" PAINTED STEEL SUPPORT RODS AND TURNBUCKLES

14. METAL SOFFIT, BY PEMB SUPPLIER, TYP.

15. COLORS TO MATCH ADJACENT DUGOUT

SCALE:5 BUILDING SECTION

1/4" = 1'-0"

SCALE:2 NORTH ELEVATION

3/16" = 1'-0"

SCALE:4 EAST ELEVATION

3/16" = 1'-0"

A3

01 5 A3

BUILDING SECTION KEYNOTES

1. pemb structure

2. pendent lights with wire cages, see electrical

3. 12'h batting cage netting of/oi

4. PAINTED STeel mesh window guard, see 6/a601

5. insulated high lift overhead doors

6. artificial turf over 4" CONCRETE SLAB ON GRADE

7. batt insulation with banded liner system, by pemb supplier; 1-1/2" METAL FURRING WITH 5/8" GYP. BOARD ON

ALL WALLS

8. standing seam metal roofing, per pemb supplier

9. asphalt paving, see civil

10. r-15 rigid insulation at perimeter, typ

11. SEALED EXPOSED CONCRETE STEM WALL., TYP.

12. METAL SOFFIT, BY PEMB SUPPLIER, TYP.

13. 5/8" high impact gyp board over 1-1/2" metal furring on all walls

14. wall panels over mechanically fastened 'tyvek' WRB, TYP.

A B C D

1 2 2 1

D C B A

X

5 2 1

4 4

6 910

A301

SCALE:6 STEM WALL

1-1/2" = 1'-0" metal siding, per elevations by pemb supplier

BASE FLASHING, by pemb supplier

STEM WALLTURF OVER 4" CONCRETE

SLAB ON GRADE

14 14

1 12/03/25 ADDENDUM #2

B

2 12/12/25 ADDENDUM #3

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AutoCAD SHX Text AKS DRAWING FILE: 25-05.2 A300.DWG | LAYOUT: A301 25-05.2 A300.DWG | LAYOUT: A301 | LAYOUT: A301 A301

AutoCAD SHX Text AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 503.563.6151 WWW.AKS-ENG.COM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NUMBER:

AutoCAD SHX Text 11/04/25

3'-4"

A601

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2.

DOOR SCHEDULE

DOORSIZE FRAME

HEIGHTWIDTH THK. MATERIAL MATERIAL FINISH NOTES:FINISH

DOOR TAG

HARDWARE

GROUP

MANUF. 8'-0" 1 3/4"8'-0"OVERHEAD MANUFSTEEL STEEL

A 7'-0" 1 3/4"3'-0"FLUSH PAINTHM HM

INSULATED MANUAL OPERATION

Type A ENTRANCE LOCKSET (EXTERIOR SIDE); KEYING PER SCHOOL DISTRICT STANDARD

PANIC DEVICE (INTERIOR SIDE)

1-1/2 PAIR STAINLESS STEEL BUTTS (NRP)

WEATHER SEALS

DOOR BOTTOM

max. 1/2' high ADA compliantaluminum THRESHOLD

HARDWARE SCHEDULE

INSULATED DOOR AND FRAME

DOOR

TYPE

MANUF

PAINT

SCALE:

DOOR TYPES

3/8" = 1'-0" SCALE:

WINDOW TYPES

3/8" = 1'-0"

A1 2

SCALE:1 DOOR THRESHOLD

3" = 1'-0" SCALE:2 DOOR HEAD

3" = 1'-0" SCALE:3 DOOR JAMB

3" = 1'-0"

HOLLOW METAL DOOR/FRAME

FACE OF PEMB

SLOPE CONCRETE SLAB AWAY FROM

BUILDING

THRESHOLD TO MEET ADA

ACCESSIBILITY REQUIREMENTS; SET IN

CONTINUOUS BED OF SEALANT

EXTERIOR PAVEMENT

5/8" high impact GYP. BOARD

INTERIOR FINISH; PAINTED

1-1/2" LIGHT GAGE FURRING on all walls

METAL PANEL SIDING, PER ELEVATIONS

INSULATION LINER, PER PEMB SUPPLIER

STEEL GIRT, BY PEMB SUPPLIER

FLASHING BY PEMB SUPPLIER

INSULATED METAL DOOR FRAME

INSULATED HOLLOW METAL DOOR

EXTERIORINTERIOR

METAL SIDING, PER ELEVATIONS

FLASHING, PER PEMB SUPPLIER

SEALANT, ALL AROUND DOOR FRAME

INSULATED HOLLOW METAL DOOR

INSULATED METAL DOOR FRAME

INSULATION LINER, BY PEMB

SEALANT ALL AROUND DOOR FRAME

STEEL JAMB FRAMING BY PEMB

SUPPLIER

1-1/2" LIGHT GAGE FURRING

5/8" high impact GYP. BOARD

INTERIOR FINISH; PAINTED

SCALE:4 OVERHEAD DOOR HEAD

3" = 1'-0"

OVERHEAD DOOR AND TRACK; BY GC

METAL SIDING, PER ELEVATIONS

INSULATION LINER, PER PEMB

STEEL GIRT HEAD AND JAMB FRAMING,

BY PEMB

FLASHING ON ALL SIDES OF OPENING, BY

PEMB

EXTERIOR

INTERIOR

SCALE:5 OVERHEAD DOOR JAMB

3" = 1'-0"

METAL SIDING, PER ELEVATIONS

FLASHING AROUND OPENING, BY PEMB

STEEL JAMB FRAMING, BY PEMB

INSULATION LINER, BY PEMB

OVERHEAD DOOR AND TRACK, BY GC

1-1/2" LIGHT GAGE FURRING

5/8" high impact GYP. BOARD

INTERIOR FINISH; PAINTED

A6

01 2 A6

A601

A601 1

A6

SCALE:6 WINDOW JAMB

3" = 1'-0" cover trim on all sides, by pemb vinyl window

4" x 2" lag bolt with spacer washer

(2) 1/8" welded steel frame

1.5" x 1.5" x .0120" wire mesh, weld to frame

A601

WEATHER-RESISTIVE BARRIER ON ALL

SIDES OF OPENINGS, TYP.

WEATHER-RESISTIVE BARRIER ON ALL

SIDES OF OPENINGS, TYP.

WEATHER-RESISTIVE BARRIER ON ALL

SIDES OF OPENINGS, TYP.

B

WEATHER-RESISTIVE BARRIER ON ALL

SIDES OF OPENINGS, TYP.

WEATHER-RESISTIVE BARRIER ON ALL

SIDES OF OPENINGS, TYP.

2 12/12/25 ADDENDUM #3

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text AKS DRAWING FILE: 25-05.2 A600.DWG | LAYOUT: A601 25-05.2 A600.DWG | LAYOUT: A601 | LAYOUT: A601 A601

AutoCAD SHX Text AKS ENGINEERING & FORESTRY, LLC 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 503.563.6151 WWW.AKS-ENG.COM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NUMBER:

AutoCAD SHX Text 11/04/25

PRELIMINARY

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BIDDING DOCUMENTS

VICINITY MAP

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EXISTING LAND USE:

IMPERVIOUS AREA SUMMARY:

PROPERTY LOCATION:

PROJECT PURPOSE:

PROJECT TEAM

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ATTENTION EXCAVATORS Know what'sbelow.

before you dig.Call

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PROJECT RECORD DRAWING

CIVIL ENGINEERING/

SURVEYING/LANDSCAPE

ARCHITECTURE FIRM:

ATHLETIC PROGRAM IMPROVEMENTS

SHEET INDEX

PLAN REVISIONS

SW MADELINE STRET

SW MADELINE STREET

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