architectural supplemental instructions #1

Varitone Architecture LLC | 231 SW 2nd Ave. | PO Box 3420 | Albany, Oregon 97321 | P: 541-497-2954 | varitonearchitecture.com

Architectural Supplemental Instructions #1

Date: July 01, 2021

Project Name: Scio Shop Building

Project Address: 388861 SW 6th Ave, Scio, OR 97374

Note: This ASI forms a part of the Contract Documents and modifies the original documents for the project. Revised Items Are as Follows:

1. Sheet A0.00: Fire alarm called out as a Deferred Document. 2. Sheet A0.04: Wall types W6, W7, W8 have been clarified to match construction documents. 3. Sheet A2.00: Wall tags updated for clarity. 4. Sheet A2.01: Wall tags updated for clarity. 5. Sheet A3.00: Exterior elevations have been updated to show the configuration of the shop

doors. 6. Sheet A4.02: Door schedule has been updated for bay door sizes, operation, and track style. 7. Sheet A5.00: Plywood elevation added 8. Sheet A5.01: Plywood elevation added 9. Sheet A9.00: Shower base detail added to the sheet

• Stair nosing revised in detail 06/A9.00

Substitution Request Approvals: The following are items that have been approved substitutions for the project. The request and cut sheets are provided separately.

1. SH-1 Shower Enclosure Approved Product(s) a. Everfab Shower Enclosure (S6339A)

2. Oil Interceptor Conditionally Approved Products(s) a. Striem – (OS-35) 35 GPM Polyethylene oil/sand separator

Specification Revisions: 085113 – Aluminum Windows, acceptable window manufacturer for basis for design is Wintech 2500 series


General Questions

1. What is wall type W-8 and what the assembly is and where it occurs. a. W-8 is the standard metal building wall assembly with plywood attached the metal

building framing. See coordinated wall types. 2. Please confirm warranty items are manufactures and not workmanship or over 2 years.

a. The guarantee and warranty noted in the specifications is for the manufacturer’s products. The installer or contractor is required to provide a one-year warranty from substantial completion for the installation on all products and systems, unless noted otherwise.

3. Confirm there is no finish floor on the Mezzanine floor. a. That is correct. The mezzanine does not have a finish floor.

4. What are the PLAM colors for the cabinets and counter tops? a. The colors will be determined by the owner during the submittal process. Use a Basic

Wilsonart Laminate as a basis of design for the laminate colors. 5. Does GYB and Plywood have a paint finish in the maintain bays? If so what System?

a. Plywood in the Bay areas shall remain unfinished. GWB shall be painted. Paint colors are to be chosen by owner during the submittal process. See Specification (09900) for Painting requirements.

6. Dose the interior structure of the Metal building get painted? If so what system? a. The Metal frame of the building is to be provided with factory primer. The structural

members are to be touched up after erection no field painting required. 7. Bid alternate – voice and date cabling and termination (equipment rack to remain in base bid,

E0.00 note I) a. SMTA scheduled to install voice and data cabling. No bid alternate required.

8. Bid Alternate – Generator (but not transfer switch) (sheet E0.01 note 2) a. Generator to be installed at a later date by the City. No bid alternate required. Transfer

switch to be completed by contractor as part of the project. 9. The grinder pump station specified is the 120V model. The model is a special order. A standard

mode that utilizes 208V single phase is available. Is it acceptable for us on the project? a. It is acceptable to use the 208V single phase option.

10. Please confirm if handrails leading to mezzanine are metal or wood. Will any returns be required? Additionally, will there be finished wood cap at the mezzanine half wall.

a. The handrails to the mezzanine may be made of wood. Returns are required. The Mezzanine half wall will require the wall cap per wall type termination V.

11. Please provide a Product for the vinyl stair nosing. a. The Vinyl stair nosing is to be removed from the project. Please provide a 4” self-

adhering nonslip tape for the stair edges. 12. Is MC cable allowed in concealed area?

a. Per Fluent Engineering: It is acceptable to use on branch circuits only. Equipment and service leads must be provided according to the specification.

13. Does the existing building on site have metered power supply? a. Yes

14. Is temporary water available on site? a. The new water service can be installed and used as a water source during construction.

The meter will need to be installed so the City of Scio can track use, but the contractor will not be billed for the water use.


Contractor Responsibility Clarifications.

• The City of Scio has elected to remove the debris and stockpiles of material from the site using City resources. Project contractor will not need to provide a cost to complete this work, which will be completed prior to the start of construction.

• The City of Scio will pay the building permit and associated plan review fees directly to Linn County. Project contractor will not need to provide a cost to cover the building permit in their bid.

• The City of Scio anticipates issuing the notice to proceed as soon as possible after the contract is awarded and contracts are executed.

• The City of Scio will furnish and install washer, dryer, range, refrigerator, and furnishings.

• The City of Scio would like to have a fire alarm system installed in the building. The city would like to use a Siemens system. The system is going to be a design build element that shall be included in the lump sum bid item covering the shop building.

END OF ASI #1

085113 Aluminum Windows CITY OF SCIO

SHOPS FACILITY BUILDING

Varitone Architecture LLC Page 1 of 5 5/7/2021

SECTION 085113 - ALUMINUM WINDOWS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes aluminum windows for exterior locations.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include plans, elevations, sections, hardware, accessories, insect screens,

operational clearances, and details of installation, including anchor, flashing, and sealant

installation.

C. Samples: For each exposed product and for each color specified.

1.3 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Sample warranties.

1.4 WARRANTY

A. Manufacturer's Warranty: Manufacturer agrees to repair or replace aluminum windows that fail

in materials or workmanship within specified warranty period.

1. Warranty Period:

a. Window: 10 years from date of Substantial Completion.

b. Glazing Units: Five years from date of Substantial Completion.

c. Aluminum Finish: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 WINDOW PERFORMANCE REQUIREMENTS

A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and

minimum standards of performance, materials, components, accessories, and fabrication unless

more stringent requirements are indicated.

1. Window Certification: AAMA certified with label attached to each window.




B. Performance Class and Grade: AAMA/WDMA/CSA 101/I.S.2/A440 as follows:

1. Minimum Performance Class: LC

2. Minimum Performance Grade: 15

C. Thermal Transmittance: NFRC 100 maximum whole-window U-factor of .460

D. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum whole-window SHGC of 0.40

E. Condensation-Resistance Factor (CRF): Provide aluminum windows tested for thermal

performance according to AAMA 1503, showing a CRF of 54

F. Thermal Movements: Provide aluminum windows, including anchorage, that allow for thermal

movements resulting from the following maximum change (range) in ambient and surface

temperatures by preventing buckling, opening of joints, overstressing of components, failure of

joint sealants, failure of connections, and other detrimental effects. Base engineering calculation

on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change: 120 deg F (67 deg C) ambient; 180 deg F (100 deg C) material

surfaces

2.2 ALUMINUM WINDOWS

A. Wintech,

201 Industrial Dr., Monette, Mo 65708

(800) 365-4924

B. Operating Types: As indicated on Drawings

C. Frames and Sashes: Aluminum extrusions complying with

AAMA/WDMA/CSA 101/I.S.2/A440.

1. Thermally Improved Construction: Fabricate frames, sashes, and muntins with an

integral, concealed, low-conductance thermal barrier located between exterior materials

and window members exposed on interior side in a manner that eliminates direct metal-

to-metal contact.

D. Glass: Clear annealed glass, ASTM C 1036, Type 1, Class 1, q3.

1. Kind: Fully tempered where indicated on Drawings

E. Insulating-Glass Units: ASTM E 2190.

1. Glass: ASTM C 1036, Type 1, Class 1, q3.

a. Tint: Clear

b. Kind: Fully tempered where indicated on Drawings

2. Lites: Two

3. Filling: Fill space between glass lites with argon.

4. Low-E Coating: Pyrolytic on second surface.




F. Glazing System: Manufacturer's standard factory-glazing system that produces

weathertight seal

G. Hardware, General: Provide manufacturer's standard corrosion-resistant hardware sized to

accommodate sash weight and dimensions.

1. Exposed Hardware Color and Finish: As selected by Architect from manufacturer's

full range.

H. Projected Window Hardware:

1. Gear-Type Rotary Operators: Complying with AAMA 901 when tested according to

ASTM E 405, Method A. Provide operators that function without requiring the removal

of interior screens or using screen wickets.

a. Type and Style: As selected by Architect from manufacturer's full range of

types and styles.

2. Hinges: Non-friction type, not less than two per sash.

3. Lock: Manufacturer's standard

4. Limit Devices: Limit clear opening to 4 inches (100 mm) for ventilation; with custodial

key release.

I. Horizontal-Sliding Window Hardware:

1. Sill Cap/Track: Designed to comply with performance requirements indicated and to

drain to the exterior.

2. Locks and Latches: Operated from the inside only.

3. Roller Assemblies: Low-friction design.

J. Weather Stripping: Provide full-perimeter weather stripping for each operable sash unless

otherwise indicated.

K. Fasteners: Noncorrosive and compatible with window members, trim, hardware, anchors, and

other components.

1. Exposed Fasteners: Do not use exposed fasteners to greatest extent possible. For

application of hardware, use fasteners that match finish hardware being fastened.

2.3 ACCESSORIES

A. Subsills: Thermally broken extruded-aluminum subsills in configurations indicated on

Drawings.

B. Column Covers: Extruded-aluminum profiles in sizes and configurations indicated on

Drawings.

C. Interior Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings.

D. Panning Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings.




E. Receptor System: Two-piece, snap-together, thermally broken, extruded-aluminum receptor

system that anchors windows in place.

2.4 INSECT SCREENS

A. General: Fabricate insect screens to integrate with window frame. Provide screen for each

operable exterior sash. Screen wickets are not permitted.

1. Type and Location: Half, outside for sliding sashes.

B. Aluminum Frames: Complying with SMA 1004 or SMA 1201.

C. Glass-Fiber Mesh Fabric: 18-by-14 (1.1-by-1.4-mm) mesh of PVC-coated, glass-fiber threads;

woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact

damage, and weather deterioration. Comply with ASTM D 3656/D 3656M.

1. Mesh Color: Manufacturer's standard

2.5 FABRICATION

A. Fabricate aluminum windows in sizes indicated. Include a complete system for assembling

components and anchoring windows.

B. Glaze aluminum windows in the factory.

C. Weather strip each operable sash to provide weathertight installation.

D. Weep Holes: Provide weep holes and internal passages to conduct infiltrating water to exterior.

E. Provide water-shed members above side-hinged sashes and similar lines of natural water

penetration.

F. Mullions: Provide mullions and cover plates, matching window units, complete with anchors for

support to structure and installation of window units. Allow for erection tolerances and provide

for movement of window units due to thermal expansion and building deflections. Provide

mullions and cover plates capable of withstanding design wind loads of window units.

G. Complete fabrication, assembly, finishing, hardware application, and other work in the factory

to greatest extent possible. Disassemble components only as necessary for shipment and

installation.

2.6 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum

Association for designating aluminum finishes.

B. Class II, Color Anodic Finish: AA-M12C22A32/A34 (Mechanical Finish: nonspecular as

fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II,




integrally colored or electrolytically deposited color coating 0.010 mm or thicker) complying

with AAMA 611.

1. Color: Selected by Architect from full range of industry colors and color densities .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with manufacturer's written instructions for installing windows, hardware, accessories,

and other components. For installation procedures and requirements not addressed in

manufacturer's written instructions, comply with installation requirements in ASTM E 2112.

B. Install windows level, plumb, square, true to line, without distortion or impeding thermal

movement, anchored securely in place to structural support, and in proper relation to wall

flashing and other adjacent construction to produce weathertight construction.

C. Install windows and components to drain condensation, water penetrating joints, and moisture

migrating within windows to the exterior.

D. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic

action at points of contact with other materials.

E. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for

smooth operation and weathertight closure.

F. Clean exposed surfaces immediately after installing windows. Avoid damaging protective

coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

G. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during

construction period.

END OF SECTION 085113

© Copyright 2007, Construction Specifications Institute, 99 Canal Center Plaza, Suite 300, Alexandria, VA 22314

Page 1 Form Version: June 2004

SUBSTITUTION REQUEST (During the Bidding/Negotiating Stage)

Project:

To:

Re:

Substitution Request Number: From: Date: A/E Project Number: Contract For:

Specification Title: Section: Page:

Description: Article/Paragraph:

Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the

substitution.

Submitted by:

Signed by:

Firm:

Address:

Telephone:

A/E’s REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution approved as noted - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials.

Signed by: Date:

Supporting Data Attached: Drawings Product Data Samples Tests Reports

Due to the nature of the material, all measurements may vary by ± 3/8”. Dimensions needed for site preparation should be measured from the unit.

S6339ASubmittal Sheet

Project Name Customer NameQuote Number DateLeft or Right Seat Placement *Customization

*Seat placement determined as if standing outside the unit looking in

EverFab | S6339A Submittal SheetPage 1

Standard FeaturesType One-piece roll-in type shower stallColor WhiteExterior Dimensions 63”W x 39”D x 79-5/8”H

Materials Gel coat and fiberglass compositeApproximate Weight 155 lbs

Certifications and Accessibility Code Compliance

RR

R

C USANSI

WashingtonAdministativeCode

Universal Plumbing

Code

CSA B45.5-11 / IAPMO Z124-2017

ADA ICC A117.1 - 2017 ANSI

Type A

California Title 24

WAC 388-78A-3030

Warranty30 Year Limited

RefinforcementFully reinforced with EverFab’s unique composite core material which allows for factory or field installation of ADA compliant grab bars and seat

714

3112

63

363839

6014

114

7958

Reinforcing Bottom PlateThreshold Detail (See Submittal Page 3)

714

3112

63

363839

6014

114

7958

Reinforcing Bottom PlateThreshold Detail (See Submittal Page 3)




ADA Accessory Dimensions

Architectural SpecificationsA. Shower Stall:

1. Model: No. S6339A2. Description: One-piece shower stall with reinforcing bottom plate, slip-resistant floor, and inorganic composite reinforce-

ment for placement of grab bars and seat3. Exterior dimensions: 63 inches wide x 39 inches deep x 79-5/8 inches high4. Threshold: [Standard] [Low Profile] [No Recess] Threshold Detail5. Accessory Configuration: Model [A0] [A1] [A2] [A3]6. Optional Accessories: Furnish with [curtain rod], [shower curtain], [recessed soap dish], [rubber dam], [stainless steel

semi-permanent threshold], [shower slide-bar kit], [EverFab tub-wrap], [shower drain]

23

15

138

15

112

114

112

114

334

18

312

3414

1818

Curtain Rod Detail(See Submittal Page 3)

A

ADrain Block Out Detail (See Submittal Page 3)

23

15

138

15

112

114

112

114

334

18

312

3414

1818

Curtain Rod Detail(See Submittal Page 3)

A

A

Fully reinforcedwith EverFabcore materialfor factory or

field installationof grab bars

and seat




ADA Accessory Configurations (number following ‘A’ indicates configuration)

S6339A0 S6339A1 S6339A2 S6339A3No Accessories L-shaped grab bar U-shaped grab bar L-shaped grab bar

Seat Seat18” vertical grab bar

Threshold Details

A

A

SECTION A-ASCALE 1:18

B

112

FloorUnderlayment

FinishedFloor

Sealant ReinforcingBottomPlate

Subfloor

1:2 Slope PerADA Guidelines

181

2A

A


B

1

FloorUnderlayment

FinishedFloor

Sealant ReinforcingBottomPlate

Subfloor

1:2 Slope PerADA Guidelines

181

2

A

A B

14

FinishedFloor

Sealant

Subfloor

ReinforcingBottomPlate1:2 Slope Per

ADA Guidelines

18

12

Standard Low-Profile No-RecessModel number followed with ‘LP’ Model number followed with ‘NR’

Additional Details

A

A


B

3

3A

A


B

6

3

Ø 6" Drain Core

Ø 12" x 12" Block Out

12

Standard Curtain Rod Location Drain Block-Out



Standard Threshold ModelsModel Number Pre-Installed 1-1/4”

L-Shaped Grab BarPre-Installed 1-1/4”

Vertical Grab BarPre-Installed 1-1/4” U-Shaped Grab Bar

Pre-Installed Folding Seat

Drain Block Out Required Accessibility Code Compliance

S6339A0 No No No No No Adaptable**

S6339A1 Yes No No Yes No ADA, CA Title 24, WAC

S6339A2 No No Yes No No ADA, CA Title 24, WAC

S6339A3 Yes Yes No Yes No ADA, ANSI, CA Title 24, WAC

Low Profile Threshold ModelsModel Number Pre-Installed 1-1/4”

L-Shaped Grab BarPre-Installed 1-1/4”

Vertical Grab BarPre-Installed 1-1/4” U-Shaped Grab Bar



S6339A0LP No No No No Yes Adaptable**

S6339A1LP Yes No No Yes Yes ADA, CA Title 24, WAC

S6339A2LP No No Yes No Yes ADA, CA Title 24, WAC

S6339A3LP Yes Yes No Yes Yes ADA, ANSI, CA Title 24, WAC

No-Recess Threshold Models

Model Number Pre-Installed 1-1/4” L-Shaped Grab Bar

Pre-Installed 1-1/4” Vertical Grab Bar

Pre-Installed 1-1/4” U-Shaped Grab Bar



S6339A0NR No No No No Yes Adaptable**

S6339A1NR Yes No No Yes Yes ADA, CA Title 24, WAC

S6339A2NR No No Yes No Yes ADA, CA Title 24, WAC

S6339A3NR Yes Yes No Yes Yes ADA, ANSI, CA Title 24, WAC

**Model is reinforced and capable of meeting accessibility code requirements with proper field-installation of grab bars and seat

Optional AccessoriesCurtain Rod

Shower Curtain

Recessed Soap Dish

Rubber Dam

Stainless Steel Semi-Permanent Threshold

Shower Slide-Bar Kit

EverFab Tub-Wrap

Shower Drain

30 - Year Limited

Warranty EverFab warrants to the original purchaser that its products will be free from defects in material or workmanship for 30 years. Accessory warranty will be limited to that provided by the original manufacturer and warranty information will be provided upon request. Upon inspection by an authorized representative, EverFab will repair or exchange at its sole discretion, any unit found to be defective in material or workmanship. Exchange of a unit is limited to supplying replacement product of comparable size and style and does not include any cost of removal or installation. This warranty shall be voided if the unit is moved from its place of initial installation or is not installed in accordance with the instructions supplied by EverFab. EverFab will not be held responsible for any damages resulting from improper installation. Further, this warranty does not apply if the unit has been subjected to accident, abuse, misuse, damage caused by flood, fire, or other force of nature. Any unauthorized repair or modification of the product would render the warranty null and void. This warranty does not apply to any equipment or accessories not installed by EverFab and EverFab will not be held liable for any results of such acts. EverFab is not responsible for any consequential or incidental mishaps, inconvenience, time loss, incidental expense, materials or labor related to the installation of its products. In the event of a warranty claim, Everfab will require photo documentation of the failure. All warranties shall be implemented at the discretion of EverFab upon the evaluation of the circumstances regarding the product. The owner agrees by use of the product that the obligations of EverFab are limited to those set forth herein, and that no other obligations, expressed or implied, are assumed by EverFab. To file a claim please provide the following information: 1. Name, address, email and telephone number. 2. Document that shows the original purchase date, such as a sales order number,

invoice number, or purchase order. 3. Description of damage, including photographs, and requested repair. 4. A photograph that clearly presents all damage claimed. Mail or email the requested information to: EverFab PO Box 490 Aumsville, OR 97325 Telephone: 503-303-3300 Email: [email protected]

© Copyright 2007, Construction Specifications Institute, 99 Canal Center Plaza, Suite 300, Alexandria, VA 22314

Page 1 Form Version: June 2004

SUBSTITUTION REQUEST (During the Bidding/Negotiating Stage)

Project:

To:

Re:

Substitution Request Number: From: Date: A/E Project Number: Contract For:

Specification Title: Section: Page:

Description: Article/Paragraph:

Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the

substitution.

Submitted by:

Signed by:

Firm:

Address:

Telephone:

A/E’s REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution approved as noted - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials.

Signed by: Date:

Supporting Data Attached: Drawings Product Data Samples Tests Reports

Striem3100 Brinkerhoff

Kansas City, KS 66115Tel: 913-222-1500Fax: 913-291-0457

www.striemco.com

Made in the U.S.A

33"

25"

7-1/2" 7-1/2"

FLOW

AA

CL of 3" vent

CL of 3" vent

Inlet Outlet

25"

See options todetermine available

dimension range

Finished grade

Adjustable adapter

24-1/2"

25"

10-1/4" 15"

10"

17"

Engineered inlet andoutlet diffuser

(see description)

Static waterline

CL of inletand outlet

Closed topoutlet diffuserto provide sewergas trap

Open topinlet diffuser

CL of 3" vents

SPECIFICATIONS 3" Plain End inlet/outlet, 3" Plain End vents.1.Max flow rate: 35 GPM.2.Capacities: Liquid: 38 gal. (5 cu. ft.); Oil: 28 gal.; Sand: 6 gal.3.Unit weight w/std. covers: 77 lbs.4.Maximum operating temperature 140 F continuous.5.Composite cover: 2,000 lb. capacity.6.

ISOMETRIC VIEW

OUTLET END VIEWSECTION "A-A"

TOP VIEW

ENGINEER SPECIFICATION GUIDEStriem Oil Reserve™ oil/sand separator model OS-35 shall be lifetime guaranteed and made in USA of seamless, rotationally-molded polyethylene. Separator shall be furnished for above or below grade installation, with field adjustable riser system,snap-in flow control and (2) vent connections. Separator flow rate shallbe 35 GPM. Separator oil capacity shall be 28 gallons. Sand capacityshall be 6 gallons. Cover shall provide water/gas-tight seal and have a maximum 2,000 lbs load capacity.

NOTESSnap-in Flow control (ships with unit).1.Seamless medium density polyethylene tank.2.Unit supplied with built-in adapter for up to 3-1/2" of3.adjustability. Additional riser(s) available for deeper burial depth.Cover placement allows full access to tank4.for proper maintenance.Engineered inlet and outlet diffusers are removable to 5.inspect/clean piping.For on the-floor or buried applications.6.

DIFFUSION FLOW TECHNOLOGYThe inlet diffuser splits influent into three paths, creating laminarflow and utilizing the entire liquid volume of the tank for efficient oil separation. The calibrated openings greatly reduce influent turbulence. The influent enters the main chamber withoutdisturbing the existing oil or sand layers. The bottom of the outlet diffuser allows only effluent that is free of oil to exit the tank.

TeleGlide RISER OPTIONS

SR24 - >3-1/2"-22" LR24 - >22"-37"

OPTIONS 2P - 2" Plain End SCH.40 Inlet / Outlet

2M - 2" Male Thread Inlet / Outlet


4P - 4" Plain End SCH.40 Inlet / Outlet


CC24 - Integral Membrane Clamping Collar Kit

CS1 - Clean Sweep Coalescing Media

DESCRIPTION:

DWG BY: DATE: REV:THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF STRIEM, LLC.

ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF STRIEM, LLC. IS PROHIBITED.

PROPRIETARY AND CONFIDENTIAL

MJ 04/22/2020 0 ECO:

MODEL NUMBER: OS-35

35 GPM POLYETHYLENE OIL/SAND SEPARATOR

3100 Brinkerhoff | Kansas City, KS 66115 | 913-222-1500 | striemco.com | Made in the USA 4/17/2020

LIFETIME WARRANTY

Effective March 2nd, 2015 Striem represents and warrants that our polyethylene products (“Products”) will be free from any and all defects in material and workmanship, including corrosion, during the lifetime of the plumbing system in which the Products were originally installed and will, at its option, agree to repair, replace, or supply credit to the original purchaser. “Lifetime Warranty” shall not apply to electronic equipment provided by Striem. Electronic equipment provided by Striem shall be warrantied for one year from shipment date.

This warranty does not cover damage caused by the Products’ normal usage, or wear and tear, nor does it cover damage from naturally occurring phenomena, including, but not limited to UV, freeze-related damage, or natural disasters. This warranty does not cover the purchaser’s cost of routine maintenance including replacement of parts required in routine maintenance. This warranty shall be effective if, and only if, the Products were:

• installed in accordance with Striem’s notes, specifications and instructions, for

installation, operation, and maintenance;

• installed in conformance with all applicable building and plumbing codes, and passed all applicable testing methods immediately following installation;

• not subjected to misuse or abuse, whether negligent or intentional;

• never modified, repaired, or altered by any individual(s) not authorized by

Striem;

• sold through a Striem qualified wholesale distributor.

This warranty is the purchaser’s sole and exclusive remedy, and acceptance of this exclusive remedy is a condition of the contract for the purchase of these Products.

In no event shall Striem be liable for any incidental, special, consequential or punitive damages, or for any costs, attorney fees, expenses, losses or delays claimed to be as a consequence of any damage to, failure of, or defect in any products including, but not limited to, any claims for loss of profits, transportation, removal and installation charges. This warranty is exclusive and in lieu of all other warranties or conditions, written or oral, expressed or implied.

1

A

1

A

NEW GRIDS EXISTING GRIDS NORTH ARROW

1TITLE

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

DETAIL NUMBER

VIEW TITLE

DETAIL SHEET SCALE

PLAN ELEVATION, SECTION, OR DETAIL TITLE

AA_._

1A_._

Ref. From 1/A _._

SHEET REFERENCED FROM

A_._

1A

1C

1D 1B

ELEVATION NUMBERS

SHEET NUMBER

SIMSIM

1

A_._

ELEVATION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ELEVATION REFERENCE ELEVATION REFERENCE, MULTIPLE

SECTION REFERENCEWALL SECTION REFERENCE

1A_._

1A_._

ENLARGED PLAN OR DETAIL REFERENCE

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ROOM NAME1000

1W

ROOM NAME & ROOM NUMBER DOOR OR OPENING TAG

1

PARTITION TYPEWINDOW, LOUVER, ORCURTAINWALL TYPE

NEW WALL

DEMOLISHED WALL

EXISTING WALL

WALLS

NEW DOOR

DEMOLISHED DOOR

EXISTING DOOR TO REMAIN

DOORS

1

REVISION IDENTIFICATION

1

KEYNOTES

1'-0"1t

CEILING HEIGHT

AT FINISHED FLOOR

DETAIL DESCRIPTION

CEILING TAG

MATCHLINE REFERENCE

?1

FINISH TAG SPOT ELEVATION

ALIGN

ALIGN FACE OF OBJECTS/SURFACES

GRADE

EARTHWORK FILL

CONCRETE

TERRAZZO

BRICK

STONE

CONCRETE MASONRY UNIT

TILE (CERAMIC OR QUARRY)

PLASTER, SAND, GYPSUM BOARD, PARTICLE BOARD

WOOD (FINISH)

DIMENSIONAL LUMBER

BLOCKING

PLYWOOD

FIBROUSINSULATION

RIGIDINSULATION

EXPANSIONJOINT

METAL

GRAVEL

ACOUSTICINSULATION

1' - 0"1' - 0" 3' - 0"

2' -

0"

3' -

0"

5' - 0"

ø 5'

- 0"

2' -

6"

4' - 0"

1' - 0"

1' - 6"

IF BOTH CLOSER AND

LATCH PROVIDED

THESE CODE REQUIRED CLEARANCE MUST BE MET

CLEAR FLOOR SPACE

TURNING SPACE

DOOR CLEARANCE

PHYSICAL ACCESSIBILITYDESIGNATED ROOM

HEARING ACCESSIBILITY DESIGNATED ROOM

NOTE:

FRONT APPROACHES

INDICATED, SEE PLANS AND

CODES FOR SIDE APPROACHES

Issue:

Date:

Revision: Date:

231 2

nd A

venue S

WA

lbany,

Ore

gon 9

7321

Ph:

541.4

97.2

954

O

ALBANY, OREGON

TA

STE RE

F OGO

N

ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT

CITY OF SCIO38957 NW 1st AVEPO BOX 37SCIO, OREGON 97374PH: (503) 394-3342

ARCHITECT

VARITONE ARCHITECTURE, LLC231 2ND AVE SWALBANY, OR 97321P: (541) 497-2954CONTACT: CHRISTINA LARSON. AIA

CIVIL ENGINEER

THE DYER PARTNERSHIP481 S. MAIN STREETLEBANON, OR 97355PH: (541) [email protected]

STRUCTURAL ENGINEER

ASSOCIATED CONSULTANTS, INC.1340 SW BERTHA BLVD. #200PORTLAND, OR 97219PH: (503) 384-0460CONTACT: BABRAK AMIRI, [email protected]

MEP ENGINEER

FLUENT ENGINEERING2110 STATE STREETSALEM, OR 97301P: (503) 447-5030CONTACT: MATT CASH, PE

JURISDICTION

LINN COUNTY PLANNING & BUILDING DEVELOPMENT300 SW 4th AVEALBANY, OR 97321

A0.00

COVERSHEET

38861 S

W 6

TH

AV

E., S

CIO

, O

R 9

7374

SH

OP

BU

ILD

ING

CIT

Y O

F S

CIO

Permit Set

05-07-2021

CITY OF SCIOSHOP BUILDING

38861 SW 6TH AVE., SCIO, OR 97374

DEFERRED DOCUMENTS

APPLICABLE BUILDING CODES

APPLICABLE CODES (PER DESIGN REQUIREMENTS FOR THE CITY OF SCIO )

OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2019

OREGON MECHANICAL SPECIALTY CODE (OMSC) 2019

OREGON PLUMBING SPECIALTY CODE (OPSC) 2021

OREGON ELECTRICAL SPECIALTY CODE (OESC) 2021

ALL STATE & LOCAL ORDINANCES CURRENT

SHALL MEET ALL RELEVANT VERSIONS OF NFPA CURRENT

B BUSINESS, OFFICE SPACEF1 MAINTENANCE SHOP

OCCUPANCY TYPE:

NOT REQUIRED

FIRE SPRINKLERS:

BUILDING REQUIREMENTS:

1.

2.

SECTION 1008.1.1

TABLE 1016.2

SEE EGRESS PLAN

200'-0"

DOOR WIDTH

MAXIMUM TRAVEL DISTANCE

ACCESSIBILITY INFORMATION:

1. ALL PUBLIC USE & COMMON USE AREAS SHALL BE ACCESSIBLE PER 2021 OSSC, CHAPTER 11.-SEE ACCESSIBLE DETAILS FOR MORE INFORMATION

CONTACT LIST

GENERAL NOTES

OCCUPANCY TYPES

B TO F-1

SEPARATION

NONE REQUIRED

REQUIRED OCCUPANCY SEPARATIONS (TABLE 508.4)

SPRINKLERS

NONE

SHEET LIST

PROJECT LOCATION

ABBREVIATIONS

&

@

ø

#

<

>

AND

AT

CENTERLINE

DIAMETER

NUMBER / POUND

PLATE / PROPERTY LINE

LESS THAN

GREATER THAN

AB

ABV

A/C

ACOUS

ACT

AFF

ALM

ALUM

APPROX

ARCH

ANCHOR BOLT

ABOVE

AIR CONDITIONING

ACOUSTICAL

ACOUSTIC CEILING TILE

ABOVE FINISH FLOOR

ALARM

ALUMINUM

APPROXIMATE

ARCHITECTURAL

BD

BLDG

BLK

BLKG

BM

BN

BOT

BTWN

BUR

BOARD

BUILDING

BLOCK

BLOCKING

BEAM

BOUNDARY NAILING

BOTTOM

BETWEEN

BUILT-UP ROOF

C

CATV

CB

CER

CI

C/J

CLG

CLOS

CLR

CMU

C/O

COL

CONC

CONN

CONSTR

CONT

CTSK

CUYD

CAMBER

CABLE TELEVISION

CATCH BASIN

CERAMIC

CAST IRON

CEILING JOIST

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COUNTERSINK

CUBIC YARD

DBL

DEMO

DEPT

DTL

DF

DIA

DIM

DIST

DN

DR

DS

DWG

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DOUGLAS FIR

DIAMETER

DIMENSION

DISTANCE

DOWN

DOOR

DOWN SPOUT

DRAWING

(E)

E

EA

EJ

ELEC

ELEV

EP

EQ

EQUIP

EXT

EXISTING

EAST

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

ELECTRICAL PANEL

EQUAL

EQUIPMENT

EXTERIOR

FND

FD

FF

FIN

FIXT

FLR

FL

FLUOR

FH

FOM

FOS

FOW

FS

FT

FTG

FURR

FOUNDATION

FLOOR DRAIN

FINISH FLOOR

FINISH

FIXTURE

FLOOR

FLOW LINE

FLUORESCENT

FIRE HYDRANT

FACE OF MASONRY

FACE OF STUD

FACE OF WALL

FLOOR SINK

FOOT / FEET

FOOTING

FURRING

GA

GALV

GC

GI

GLB

GL

GND

GWB

GAGE / GAUGE

GALVANIZED

GENERAL CONTRACTOR

GREASE INTERCEPTOR

GLU-LAM BEAM

GLASS

GROUND

GYPSUM WALL BOARD

HB

HC

HDR

HDW

HT

HM

HORIZ

HP

HTG

HDWD

HVAC

HOSE BID

HOLLOW CORE

HEADER

HARDWARE

HEIGHT

HOLLOW METAL

HORIZONTAL

HIGH POINT

HEATING

HARDWOOD

HEATING, VENTILATION &

AIR CONDITIONING

ID

IE

IN

INFO

INSUL

INT

INSIDE DIAMETER

INVERT ELEVATION

INCH / INCHES

INFORMATION

INSULATION

INTERIOR

JAN

JT

JANITOR

JOINT

MACH

MAX

MB

MECH

MED

MEZZ

MFGR

MH

MIN

MISC

MO

MTD

MTL

MULL

MACHINE

MAXIMUM

MACHINE BOLT

MECHANICAL

MEDIUM

MEZZANINE

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

MULLION

N/R

(N)

N

NIC

NFVA

NO

NOM

NTS

NOT RATED

NEW

NORTH

NOT IN CONTRACT

NET FREE VENTILATION

AREA

NUMBER

NOMINAL

NOT TO SCALE

O/A

OAR

OC

OD

OF

OFCI

OCOI

OPG

OPP

ORD

ORS

OSSC

OVERALL

OREGON ADMINISTRATIVE

RULES

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED OWNER

INSTALLED

OPENING

OPPOSITE

OVERFLOW ROOF DRAIN

OREGON REVISED

STATUTES

OREGON STRUCTURAL

SPECIALTY CODE

PARTN

PLAM

PLYWD

PNL

POC

PR

PSI

PSF

PT

PVC

PARTITION

PLASTIC LAMINATE

PLYWOOD

PANL

POINT OF CONNECTION

PAIR

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FT.

PRESSURE TREATED

POLYVINYL CHLORIDE

QT QUARRY TILE

REPL

REQ'D

RESIL

REV

RM

RO

ROM

ROW

RS

REPLACE

REQUIRED

RESILIENT

REVISION

ROOM

ROUGH OPENING

ROUGH ORDER OF

MAGNITUDE

RIGHT OF WAY

RESAWN

S

SAM

SC

SCHED

SECT

SHT

SHTG

SIM

SP

SPEC

SQ

SQFT

SQIN

SS

STD

STL

STOR

STRUCT

SYM

SOUTH

SELF ADHERED MEMBRANE

SOLID CORE

SCHEDULE

SECTION

SHEET

SHEATHING

SIMILAR

SPANDREL

SPECIFICATION

SQUARE

SQUARE FOOT / FEET

SQUARE INCH

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SYMMETRICAL

T

TB

TC

TEL

T&G

THK

TJ

TOP

TP

THRU

TS

TYP

TEMPERED

TOP OF BEAM

TOP OF CURB

TELEPHONE

TONGUE & GROOVE

THICK

TOP OF JOIST

TOP OF PARAPET

TOP OF PAVEMENT

THROUGH

TUBE STEEL

TYPICAL

UL

UON

UNDERWRITERS

LABORATORY

UNLESS OTHERWISE NOTED

L

LAM

LAV

LB(S)

LF

LT

LENGTH

LAMINATE / LAMINATED

LAVATORY

POUND / POUNDS

LINEAR FOOT / FEET

LIGHT

R

RAD

RB

RD

RDWD

REF

REFR

REINF

RISER

RADIUS

RUBBER BASE

ROOF DRAIN

REDWOOD

REFERENCE

REFRIGERATOR

REINFORCED

VCT

VERT

VEST

VTR

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VENT THROUGH ROOF

W

W/

WC

WD

WF

WH

W/O

WP

WR

WRB

WWF

WEST

WITH

WATER CLOSET

WOOD

WIDE FLANGE

WATER HEATER

WITHOUT

WATERPROOF

WATER RESISTANT

WEATHER RESISTANT

BARRIER

WELDED WIRE FABRIC

PROJECT SUMMARY

PROJECT DESCRIPTION:

NEW PRE-ENGINEERED BUILDING, MAINTENANCE SHOP AND OFFICE SPACE

CONSTRUCTION TYPE: VB

STORIES: 1 WITH MEZZANINE

BUILDING AREA: 3,710 SF FIRST FLOOR 978 SF SECOND FLOOR4,688 SF TOTAL AREA

PROJECT SCOPE:

NEW SHOP AND OFFICE SPACE.

GENERAL:

1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES IN FORCE AT THE TIME OF CONSTRUCTION.

REGULATIONS:

1. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE IN COMPLIANCE WITH LOCAL CODE.

2. BEFORE COMMENCING WITH THE WORK, THE GENERAL CONTRACTOR SHALL SHOW EVIDENCE OF ALL REQUIRED INSURANCE.

3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL OWNER REQUIREMENTS AND SHALL BE RESPONSIBLE FOR COMPLIANCE. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS.

4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE.5. ALL CONDUIT, EQUIPMENT AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND

REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JUSIDICTION.6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE

PROTECTION DEVICES, AND ALARMS IN COMFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

FIRE PROTECTION:

1. PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE.2. PROVIDE STREET ADDRESS WITH NUMBERS FACING THE STREET AS REQUIRED BY FIRE MARSHAL.3. CONSTRUCT FIRE BARRIER WALLS PER PLANS, IF SHOWN.

JOB SITE OPERATIONS:

1. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF THE ADJACENT AND NEIGHBORING PROPERTY OWNERS.

2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN, AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT, AND MOPPED TO THE SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM THE OWNER FURNISHED ITEMS AND BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT.

3. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N., PROJECT WORK FROM DAMAGE RESULTING FROM THIS WORK.

4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.O.N.

MATERIALS:

1. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTES ON PLANS, WHETHER IN CONTRACT OR NOT IN CONTRACT, THEY SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER TO PROVIDE TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT, AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS PROJECT (OWNER-PROVIDED OR OTHERWISE). GENERAL CONTRACTOR SHALL NOTIFY OWNER IN WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF THOSE ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATIONS ARE NOT PROVIDED TO THE OWNER, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO OWNER.

3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERMITTED.

4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE, AND SECURE ANY OWNER FURNISHED ITEMS (O.F.I.) SUPPLIED AND DELIVERED TO THE JOBSITE OR OTHER AGREED UPON LOCATION, AND FORWARD THE RECEIVING DOCUMENT(S) TO THE OWNER.

5. THE CONTRACTOR SHALL LEAVE WITH OWNER ONE (1) GALLON OF PAINT OF EACH COLOR FOR FUTURE TOUCH-UP WORK.

6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED U.O.N. AND APPROVED BY THE OWNER.

7. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF CONSTRUCTION TO BE USED ON THE WORK, ALL SUCH MATERIALS AND METHODS ARE TO MAINTAIN STANDARDS OF THE INDUSTRY.

8. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION.

BUILDING ENVELOPE:

1. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT.2. ALL OPEN JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED,

GASKETED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE.3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF

CROSSING/PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION.4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE LANDLORD PRIOR TO

CUTTING/CORING.5. ALL FLASHING SHALL BE 24 GA. PREFINISHED METAL. GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. PREFINISHED

METAL.6. EXPOSED EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CDX. EXTERIOR WALLS SHALL BE SHEATHED ENTIRELY PER

PLANS.7. ALL DIMENSIONAL LUMBER TO BE DOUGLAS FIR-LARCH, STANDARD OR BETTER.8. VAPOR BARRIER REQUIREMENTS:

-EXTERIOR WALLS: ONE-PERM REQUIRED, FACED INSULATION-TYP.-FLOORS: ONE-PERM REQUIRED, FACED INSULATION BELOW FLOOR OR KRAFTER PAPER BETWEEN DECKING

AND UNDERLAYMENT.-CEILINGS: (NO REQUIREMENT FOR CEILINGS WITHOUT ATTICS ABOVE THEM)0.5 PERM REQUIRED IN CEILINGS WITHOUT ATTICS ABOVE (SUCH AS SINGLE RAFTER VAULTS),

POLYETHYLENE SHEETS OR FOIL FACED BATTS.

ELECTRICAL:

1. GROUND FAULT CIRCUIT PROTECTION REQ'D ON ALL 110 VOLT SINGLE PHASE 15 & 20 AMP OUTLETS IN BATHROOMS, OUTDOORS, WITHIN 6 FEET OF SINKS, & ABOVE COUNTER TOPS.

2. MARK ALL OUTLET LOCATIONS FOR REVIEW & APPROVAL BY OWNER PRIOR TO INSTALLATION.3. LOCATE THE MIDDLE OF ALL OUTLETS AT 18" A.F.F U.O.N.

FINISH:

1. ALL FINISHES SHALL BE IDENTIFIED BY OWNER, INDLUCING CABINETS, DOORS, FINISH TRIM, ETC.2. DOORS & WINDOWS TO BE WEATHER STRIPPED.3. ALL WINDOWS TO BE INSULATED GLASS (DOUBLE GLAZED).

DRAWINGS:

1. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS, AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NO RELIEVE ANY CONTRACTORS, SUBCONTRACTORS, VENDORS, OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR COMPLETION OF THE PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID.

2. GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPENCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH WORK.

3. SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS, THE ARCHITECT SHALL BE INFORMED OF THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME THE ARCHITECT SHALL PROVIDE DIRECTION ON HOW TO PROCEED.

4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY SIGNIFICANT DISCREPANCIES.

5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.6. LARGER SCALE DETAILING SHALL TAKE PRECEDENCE OVER SMALLER SCALE--VERIFY WITH ARCHITECT.7. ARCHITECTURE DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT, DIMENSIONS, AND NUMBER OF

ITEMS PROVIDED. UPON DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, ARCHITECT SHALL BE IMMEDIATELY NOTIFIED IN WRITING.

8. IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF SUCH ERRORS OR OMISSIONS.

9. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXISTING WALLS OR CENTERLINE OF STUDS OF NEW WALLS, U.O.N.10. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE 5" FROM EDGE OF DOOR OPENING TO FINISH

FACE OF ADJACENT WALL.11. ALL RECESSED ELECTRICAL PANELS & CABINETS & OTHER RECESSED CABINETS SHALL BE BACKED WITH A LAYER OF

GYPSUM WALL BOARD.12. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, AND CONFIRM

WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION.

13. CONSULT PLANS OF ALL WORK FOR ALL OPENINGS & ROUGH-OUTS THROUGH WALLS, CEILINGS, & ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS, & EQUIPMENT. VERIFY SIZE & LOCATION BEFORE PROCEEDING WITH WORK.

14. CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, CONTROLS, DUCTS, ELECTRICAL JUNCTION BOXES, ETC.

15. GRID LINES (OR COLUMN CENTER LINES) ARE SHOWN FOR REFERENCE.16. A COPY OF APPROVED BUILDING PERMITS WITH ADDENDA AND BULLETINS MUST BE ON SITE AT ALL TIMES DURING

CONSTRUCTION.17. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETE FORM. THE

CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION.

SCOPE OF ARCHITECTURAL SERVICES:VARITONE ARCHITECTURE LLC HAS PERFORMED THE ARCHITECTURAL DESIGN AND PREPARED THE WORKING DRAWINGS FOR THIS PROJECT. CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DRAWINGS. ANY DEVIATION FROM DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF VARITONE ARCHITECTURE LLC. ERRORS AND/OR OMISSIONS FOUND ON THE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF VARITONE ARCHITECTURE LLC IMMEDIATELY.

FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF VARITONE ARCHITECTURE'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY VARITONE ARCHITECTURE LLC OF ANY DISCREPANCIES.

OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE ADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OF WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENTLY MISLABELED DETAILS OF WORK, BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.

PREFABRICATED SYSTEMS DESIGNED BY OTHERS:VARITONE ARCHITECTURE LLC IS RESPONSIBLE FOR THE DESIGN OF PRIMARY STRUCTURAL SYSTEMS, EXCEPT FOR ANY COMPONENTS NOTED AS PRE-MANUFACTURED ON THE PLANS OR IN THE SPECIFICATIONS. RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL & NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE DRAWINGS REST WITH THE MANUFACTURER OF THAT SYSTEM.

BUILDING CODE SUMMARY

SYMBOL LEGEND MATERIAL LEGEND ACC. SYMBOL LEGEND

SITE ADDRESS:

TENANT:

ARCHITECT:

38861 SW AVENUESCIO, OR 97374


VARITONE ARCHITECTURE, LLC231 2nd AVE SWALBANY, OR 97321PH: (541) 497-2954CONTACT: CHRISTINA LARSON, AIA

JURISDICTION: LINN COUNTY PLANNING & BUILDING DEVELOPMENT300 SW 4th AVEALBANY, OR 97321

CONTRACTOR: TBD

Sheet Number Sheet Name

S1.02 SCHEDULES

S2.01 FOUNDATION / FLOOR PLAN

S2.02 MEZZANINE FRAMING PLAN

S2.03 ROOF SCHEMATIC FRAMING PLAN

S3.01 FOUNDATION DETAILS

S3.02 FOUNDATION DETAILS

S4.01 FRAMING DETAILS

S4.02 FRAMING DETAILS

MECHANICAL

M0.00 MECHANICAL COVERSHEET

M0.10 MECHANICAL SCHEDULES

M1.00 MECHANICAL PLAN

M1.10 MEZZANINE & ROOF MECHANICAL PLAN

M2.00 MECHANICAL DETAILS

ELECTRICAL

E0.00 LEGEND, SYMBOLS, AND ABBREVIATIONS

E0.10 ELECTRICAL ONE-LINE

E1.00 POWER PLAN

E2.00 LIGHTING PLAN

PLUMBING

P0.00 PLUMBING COVERSHEET

P0.10 PLUMBING SCHEDULES

P1.00 PLUMBING PLAN

P2.00 PLUMBING DETAILS

Sheet Number Sheet Name

ARCHITECTURE

A0.00 COVER SHEET

A0.01 CODE SHEET

A0.02 ACCESSIBILITY DETAILS

A0.03 ACCESSIBILITY DETAILS

A0.04 CONSTRUCTION ASSEMBLIES

A1.00 SITE & ADA DETAILS

A2.00 FLOOR PLAN

A2.01 MEZZANINE PLAN

A2.02 REFLECTED CEILING PLAN

A2.04 ROOF PLAN

A2.05 ENLARGED FLOOR PLAN & FINISH SCHEDULE

A3.00 EXTERIOR ELEVATIONS

A4.00 WINDOW TYPES & DETAILS

A4.01 WINDOW FLASHING DETAILS

A4.02 DOOR TYPES & SCHEDULE

A5.00 BUILDING SECTIONS

A5.01 BUILDING SECTIONS & WALL SECTIONS

A7.00 INTERIOR ELEVATIONS

A7.01 INTERIOR ELEVATIONS

A8.00 EXTERIOR DETAILS

A9.00 INTERIOR DETAILS

STRUCTURAL

S1.01 GENERAL STRUCTURAL NOTES

SCIO

PROJECT LOCATION

CIVIL ENGINEER:

MEP ENGINEER: FLUENT ENGINEERING, INC.2110 STATE STREETSALEM, OR 97301PH: (503) 447-5030CONTACT: MATT CASH, PE

STRUCTURAL ENGINEER:


THE DYER PARTNERSHIP1330 TEAKWOOD AVENUECOOS BAY, OR 97420PH: (541) [email protected]

DEFERRED SUBMITTALS:- PRE-ENGINEERED METAL BUILDING- FIRE ALARM SYSTEM

DEFERRED SUBMITTALS AND/OR SHOP DRAWINGS SHALL FIRST BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION BY THE ARCHITECT OF RECORD; A SUBMITTAL MAY THEN BE MADE TO THE CITY BUILDING DEPARTMENT FOR REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS.

1 ASI #1 7-1-21

1

WHW/D

60"

UP

LEGEND:

#

X 101

NEW DOOR

WALL TAG

WINDOW TAG

DOOR TAG

NEW WALL

0 GRID LINE IDENTIFICATION - NEW

FLOOR DRAIN

HB

HOSE BIB

SECURITY ACCESS PANELSAP

GENERAL FLOOR PLAN NOTES:

1. DIMENSIONS ARE BASED ON WOOD FRAMED CONSTRUCTION. ALL NEW INTERIOR WALL DIMENSIONS ARE TO THE CENTER OF STUD U.O.N. ALL NEW EXTERIOR WALL DIMENSIONS ARE TO THE EXTERIOR FACE OF STUD U.O.N. ALL DIMENSIONS TO EXISTING WALLS ARE TO THE FINISH FACE U.O.N.

1

1

3

3

5

5

6

6

A A

B B

C C

28' - 0" 18' - 0" 4' - 0" 3' - 2" 2' - 10" 8' - 8" 5' - 4"

53' -

0"

26' -

6"

26' -

6"

12' -

11"

3' -

9"

5' -

5"

4' -

5"

3 1/

8"4'

- 7

"10

' - 4

"5'

- 5

"5'

- 1

1"

1' - 4" 12' - 0" 1' - 8" 12' - 0" 1' - 0"1' - 0" 12' - 0" 6' - 3" 5' - 6 1/2" 3' - 2 1/2" 10' - 2" 3' - 10"

MAINTENANCEBAYS

101

BREAKROOM

104

OFFICE

102

102C

104A

101A

101B101C

11-01

102A

02

A5.00

26-0126-01

5' - 0"

4' -

0"

03-01

W8

W8

W7

W711-04 11-04 11-04 11-04

A8.00

05

22-01

W7

W7

W4X

A2.05

01

101E SLOPE SLOPE

SLOPE

SLOPE

HB

26-05

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

IT CLOSET

103

01

A5.00

UTILITYROOM

105 ADARESTROOM

107

TOILETROOM

106

102B

103

106

107

105

101F

104C

104B

A7.00

02

03 05

04

03-02

70' - 0"

6' -

1 3

/8"

13' -

9 3

/8"

A A

A

BB

W8

A7.00 01

4

4

2

2

STORAGE BY OWNER STORAGE BY OWNER STORAGE BY OWNER

A

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

108

CLOSET

108

4' - 5 3/4"

W1V

W1V

01

A5.01

03

A5.00

W5T

HB

HB

HB

11-04 11-04

TY

P.

1' -

9"

A2.05

02

SAP

NOTE:ALL FURNITURE, FILE CABINETS, AND MAP TABLE, O.F.O.I.

101D

1

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ECT

D

TERE

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ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A2.00

FLOOR PLAN

38861 S

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7374

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Permit Set

05-07-2021

1/4" = 1'-0"01FLOOR PLAN

K E Y N O T E L E G E N DKEYNOTE

NO. KETNOTE DESCRIPTION

03-01 CONCRETE PAD

03-02 MAINTENANCE BAY FLOOR SLOPE TO BE 1/8":12" & EXTEND TO WALLS.

11-01 MINI-SPLIT UNIT ATTACH TO CONCRETE PAD PER MANUFACTURER'S SPECIFICATIONS.

11-04 BOLLARD, ATTACH TO CONCRETE FOOTING

22-01 LINEAR FLOOR DRAIN , SLOPE FLOOR TO DRAIN OFF EACH WALL

26-01 ELECTRICAL PANELS

26-05 ELECTRIC GARAGE DOOR OPENER, INTERIOR MOUNTED CONTROLS, PROGRAMMABLE 12 SWITCH DIP REMOTECONTROL

1 ASI #1 7-1-21

DN

1

1

3

3

5

5

6

6

A A

B B

C C

02

A5.00

14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

26' -

6"

26' -

6"

53' -

0"

26-04

W8

01

A5.00

A7.00 01

4

4

2

2

17' -

3"

STORAGE

201

STORAGE /ARCHIVE

202

4' -

0"

3' -

4"

19' -

0"

4' -

0"

SAFETY GATE

201

4' - 1"

12"

12"

3' - 6"

17 R

ISE

RS

14' -

8"

6' - 0"

3' - 1 3/4"

20' - 0"

70' - 0"

W4VW1V

W1VW1V

W4X

W1T

W4X

W5TW5T

W5T

3' -

8 3

/8"

6" 6"

01

A5.01

W8

W8W6

W6

W6

6' -

1 3

/8"

03

A5.00

W5TW5T

W5T

3' -

8 3

/8"

6" 6"

3' - 6"

3' - 6"

06-02

06-02

W8

1

LEGEND:

#

X 101

NEW DOOR

WALL TAG

WINDOW TAG

DOOR TAG

NEW WALL

0 GRID LINE IDENTIFICATION - NEW

FLOOR DRAIN

HB

HOSE BIB

SECURITY ACCESS PANELSAP

GENERAL FLOOR PLAN NOTES:

1. DIMENSIONS ARE BASED ON WOOD FRAMED CONSTRUCTION. ALL NEW INTERIOR WALL DIMENSIONS ARE TO THE CENTER OF STUD U.O.N. ALL NEW EXTERIOR WALL DIMENSIONS ARE TO THE EXTERIOR FACE OF STUD U.O.N. ALL DIMENSIONS TO EXISTING WALLS ARE TO THE FINISH FACE U.O.N.

Issue:

Date:

Revision: Date:

231 2

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ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A2.01

MEZZANINEPLAN

38861 S

W 6

TH

AV

E., S

CIO

, O

R 9

7374

SH

OP

BU

ILD

ING

CIT

Y O

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CIO

Permit Set

05-07-2021

1/4" = 1'-0"01ATTIC PLAN

K E Y N O T E L E G E N DKEYNOTE

NO. KETNOTE DESCRIPTION

06-02 FURR OUT TO LOCATION THAT ACHIEVES 6' - 8" HEAD CLEARANCE

26-04 LED EXTERIOR RATED WALL PACK, 12' AFF TYP.

1 ASI #1 7-1-21

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

1356GTR

?

RF-1

MINI-SPLIT UNIT

ROOF PEAK22' - 6"

07-01

07-01

07-01

26-04

B B

4 2

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

ABC

2" / 12"

CS-1

ROOF PEAK22' - 6"

07-01

07-01

A

26-04

22-03

A

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

1 3 5 6GTRRF-1

ROOF PEAK22' - 6"

07-01

07-01

A A

26-04

07-01

26-04

42

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

A B C

2" / 12"

ROOF PEAK22' - 6"

CS-1

07-01

26-04

07-01

Issue:

Date:

Revision: Date:

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CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A3.00

EXTERIORELEVATIONS

38861 S

W 6

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7374

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Permit Set

05-07-2021

3/16" = 1'-0"02SOUTH ELEVATION

3/16" = 1'-0"03WEST ELEVATION

EXTERIOR FINISH KEYTAG # MATERIAL LOCATION MANUFACTURER PATTERN/ TEXTURE COLOR

CS-1 METAL SIDING WALL TBD VERTICAL RIB TBD

DS ALUMINIUM DOWNSPOUT TBD POWDER COATEDALUMINIUM

TBD

GTR ALUMINIUM GUTTERS TBD POWDER COATEDALUMINIUM

TBD

RF-1 STANDING SEAMMETAL ROOF

ROOF TBD VERTICAL RIB TBD

3/16" = 1'-0"01NORTH ELEVATION

3/16" = 1'-0"04EAST ELEVATION

K E Y N O T E L E G E N DKEYNOTE NO. KETNOTE DESCRIPTION

07-01 DOWNSPOUT

22-03 HOSE BIB

26-04 LED EXTERIOR RATED WALL PACK, 12' AFF TYP.

1 ASI #1 7-1-21

1

Door Head

ALUMINUM SECTIONAL DOOR

ASWINGING

FLUSH

B CSWINGINGHALF LITE

DSWINGING

NARROW LITE

T

36"

24"

T

26"

5"

T T T

DOPENING

PER SCHEDULE

PE

R S

CH

ED

ULE

A

DOOR & WINDOW KEY:

HM - HOLLOW METALSCWD - SOLID CORE WOOD DOORHCWD - HOLLOW CORE WOOD DOORKDHM - KNOCK DOWN METALWD - WOODFF - FACTORY FINISHFP - FACTORY PRIMED, FIELD PAINTEDHC - HOLLOW COREAL - ALUMINIMNR - NON-RATEDT - TEMPEREDR.O. - ROUGH OPENING

GLAZING NOTES:

SAFETY GLAZING MUST BE USED IN THE FOLLOWING LOCATIONS:

1. ALL DOORS, EXCEPT THOSE IN WHICH A 3" SPHERE IS UNABLE TO PASS.

2. GLAZING ADJACENT TO DOORS, WHERE THE NEAREST VERTICAL EDGE OF A GLAZING IS WITHIN 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN CLOSED POSITION AND WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE WALKING SURFACE.

3. GLAZING IN WINDOWS WHERE AN INDIVIDUAL PANE IS GREATER THAN 9 SQ. FT., WHERE THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR, THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR, AND HERE THERE IS A WALKING SURFACE WITHIN 36" MEASURED HORIZONTALLY.

4. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING PLANE.

DOOR & HARDWARE NOTES:

1. ALL INTERIOR HOLLOW METAL DOORS AND FRAMES TO BE FACTORY PRIMED AND FIELD PAINTED PT-02.

2. ALL LOCKSETS TO BE KEYED PER CITY OF SCIO PUBLIC WORKS REQUIREMENTS.

DOOR HARDWARE GROUPS:

GROUP 1:3 EA. HINGES1 EA. PRIVACY LOCKSET1 EA. PRIVACY INDICATOR1 EA. WALL BUMPER3 EA. SILENCERS

GROUP 2:3 EA. HINGES1 EA. ENTRY LOCKSET1 EA. THRESHOLD1 EA. SWEEP1 EA. GASKET1 EA. CLOSER*1 EA. WALL STOP**

GROUP 3:3 EA. HINGES1 EA. WALL STOP1 EA. THRESHOLD1 EA. SWEEP1 EA. GASKET1 EA. PASSAGE LOCKSET1 EA. CLOSER

GROUP 4:3 EA. HINGES3 EA. SILENCERS1 EA. STOREROOM LOCKSET1 EA. THRESHOLD1 EA. SWEEP1 EA. GASKET1 EA. WALL STOP

*USE CUSH STOP CLOSER WHERE HINGE SIDE ADJACENT WALL UNAVAILABLE FOR WALL STOP. **NO WALL STOP REQUIRED WHERE CUSH STOP CLOSER PROVIDED.

GROUP 5:3 EA. HINGES1 EA. WALL STOP1 EA. THRESHOLD1 EA. SWEEP1 EA. GASKET1 EA. OFFICE LOCKSET1 EA. CLOSER

GROUP 6:1 EA. MANUFACTURER STANDARD

OVERHEAD GARAGE DOOR OPENER

STANDARD STEEL DOOR

STEEL FRAME, FILL W/ EXPANDING FOAM INSUL.

CONT. JOINT PROTECTION AROUND FRAME, TYP. EA. SIDE

DOOR HEADER, PER STRUCTURAL

WALL ASSEMBLY, PER PLAN

WALL ASSEMBLY, PER PLAN

CONT. JOINT PROTECTION AROUND FRAME, TYP. EA. SIDE

STEEL DOOR, PER DOOR SCHEDULE

STEEL FRAME PER DOOR SCHEDULE, FILL W/ EXPANDING FOAM INSUL.

REQ'D SIDEROOM OPENING WIDTH REQ'D SIDEROOM

2"

1"

DOOR

JAMB BRACKETS

VERTICAL TRACKASSEMBLY

HEAD PLATE

HORIZONTAL TRACKASSEMBLY

HORIZONTAL TRACK SUPPORT

DIM

EN

SIO

N

MIN

. HE

AD

RO

OM

OP

EN

ING

HE

IGH

T

CE

NT

ER

LIN

E O

F S

HA

FT

DIM

EN

SIO

N

FOR 2" OR 3" TRACK RESPECTIVELY

BACKROOM = OPENING HT. + 18" OR 24"

FOOTING PER STRUCTURAL

FENESTRATION NOTES1. ALL WINDOWS & DOOR R.O. TO BE VERIFIED WITH MANUFACTURER.2. U-VALUE AND SHGC TO MEET ENERGY REQUIREMENT MINIMUMS ON A0.013. U-FACTORS OF FENESTRATION PRODUCTS TO BE DETERMINED IN ACCORDANCE WITH NFRC 100 BY AN ACCREDITED, INDEPENDENT

LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER OR ARE DETERMINED USING THE COMMERCIAL SIZE CATEGORY VALUES LISTED IN CHAPTER 15 OF THE 2009 ASHRAE HANDBOOK OF FUNDAMENTALS, TABLE NO. 4 AND SHALL INCLUDE THE EFFECTS OF THE WINDOW FRAME. THE TEMPORARY LABEL AFIXED TO THE FENESTRATION PRODUCTS MY NOT BE REMOVED PRIOR TO INSPECTIONS.

4. SOLAR HEAT GAIN COEFFICIENT (SHGC) OF GLAZED FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER OR BE DETERMINED USING THE SHGC IN CHAPTER 15 OF THE 2009 ASHRAE HANDBOOK OF FUNDAMENTALS, TABLE NO. 10. THE OVERALL VALUES MUST CONSIDER TYPE OF FRAME MATERIAL AND OPERATOR FOR THE SHGC AT NORMAL INCIDENCE.

5. THE AIR LEAKAGE OF WINDOWS AND SLIDING OR SWINGING DOOR ASSEMBLIES THAT ARE PART OF THE BUILDING ENVELOPE TO BE DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440, OR NFRC 400 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER.

6. SEE A4.01 FOR WINDOW FLASHING DETAILS

GLAZING NOTESSAFETY GLAZING MUST BE USED IN THE FOLLOWING LOCATIONS:1. ALL DOORS, EXCEPT THOSE IN WHICH A 3" SPHERE IS UNABLE TO PASS.2. GLAZING ADJACENT TO DOORS, WHERE THE NEAREST VERTICAL EDGE OF A GLAZING IS WITHIN 24-INCH ARC OF EITHER VERTICAL EDGE OF

THE DOOR IN CLOSED POSITION AND WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE WALKING SURFACE.3. GLAZING IN WINDOWS WHERE AN INDIVIDUAL PANE IS GREATER THAN 9 SQ. FT., WHERE THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE

FLOOR, THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR, AND HERE THERE IS A WALKING SURFACE WITHIN 36" MEASURED HORIZONTALLY.

4. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING PLANE.

Issue:

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Revision: Date:

231 2

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ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A4.02

DOOR TYPES& SCHEDULE

38861 S

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Permit Set

05-07-2021

3/8" = 1'-0"

DOOR TYPES

3/8" = 1'-0"

DOOR FRAME TYPES

D O O R S C H E D U L E

wt Location Width HeightDoorType

DoorMaterial Door Finish Frame Type Frame Material Frame Finish

HardwareGroup

FireRating Door Details Door Notes

101A MAINTENANCE BAYS 3' - 0" 7' - 0" C HM FP A HM FP 2 NR 03/A8.00, 04/A8.00, & 06/A8.00 HEAVY DUTY, U-0.7 MAX

101B MAINTENANCE BAYS 12' - 0" 12' - 0" B STEEL SEE MANUF. SEE MANUF. SEE MANUF. SEE MANUF. 6 NR 03/A4.02 & 04/A4.02 U-0.7 MAX, ELECTRIC OPERATION,HIGH LIFT TRACK

101C MAINTENANCE BAYS 12' - 0" 14' - 0" B STEEL SEE MANUF. SEE MANUF. SEE MANUF. SEE MANUF. 6 NR 03/A4.02 & 04/A4.02 U-0.7 MAX, MANUAL OPERATION,HIGH LIFT TRACK

101D MAINTENANCE BAYS 12' - 0" 14' - 0" B STEEL SEE MANUF. SEE MANUF. SEE MANUF. SEE MANUF. 6 NR 03/A4.02 & 04/A4.02 U-0.7 MAX, MANUAL OPERATION,HIGH LIFT TRACK

101E MAINTENANCE BAYS 3' - 0" 7' - 0" A HM FP A HM FP 2 NR 03/A8.00, 04/A8.00, & 06/A8.00 HEAVY DUTY, U-0.7 MAX

101F MAINTENANCE BAYS 3' - 0" 7' - 0" C HM FP A HM FP 2 NR 03/A8.00, 04/A8.00, & 06/A8.00

102A OFFICE 3' - 0" 7' - 0" C HM FP A HM FP 5 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

102B OFFICE 3' - 0" 7' - 0" C HM FP A HM FP 3 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

102C OFFICE 3' - 0" 7' - 0" C HM FP A HM FP 2 NR 03/A8.00, 04/A8.00, & 06/A8.00 HEAVY DUTY, U-0.7 MAX

103 MECH 3' - 0" 7' - 0" A HM FP A HM FP 4 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

104A STAFF ROOM 3' - 0" 7' - 0" C HM FP A HM FP 5 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

104B BREAK ROOM 3' - 0" 7' - 0" D HM FP A HM FP 0 NA 01/4.02 & 02/4.02

104C BREAK ROOM 3' - 0" 7' - 0" C HM FP A HM FP 2 NR 03/A8.00, 04/A8.00, & 06/A8.00 HEAVY DUTY, U-0.7 MAX

105 UTILITY ROOM 3' - 0" 7' - 0" A HM FP A HM FP 4 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

106 TOILET ROOM 3' - 0" 7' - 0" A HM FP A HM FP 1 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

107 ADA RESTROOM 3' - 0" 7' - 0" A HM FP A HM FP 1 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

108 CLOSET 3' - 0" 7' - 0" A HM FP A HM FP 4 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

201 STORAGE / ARCHIVE 3' - 0" 7' - 0" A HM FP A HM FP 4 NR 01/4.02 & 02/4.02 HEAVY DUTY, U-0.7 MAX

3" = 1'-0"01INT. HM DOOR FRAME- HEAD

3" = 1'-0"02INT. HM DOOR FRAME- JAMB

1 1/2" = 1'-0"03SECTIONAL DOOR FRAME - JAMB

3/4" = 1'-0"04SECTIONAL DOOR FRAME - HEAD

1 ASI #1 7-1-21

1

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

ABC

MAINTENANCEBAYS

101

A5.01

03

ROOF PEAK22' - 6"

2

122

12

PRE- MANUFACTUREDBUILDING

01

A5.00

SECTIONAL DOOR

A8.00

08

A8.00

01

RC1

W6

W6

W8

TO

P O

F P

LYW

OO

D

8' -

0"

1

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

1 3 5 6

02

A5.00

ROOF PEAK22' - 6"


MAINTENANCEBAYS

101

A8.00

02

A5.01

02

42

3' -

6"

9' -

9 1

/2"

OFFICE

102

STORAGE

201

01

A5.01

03

A5.00

FC1

RC1

W6

W1V W4X

W7

W8

W6

W8

W1V

TO

P O

F P

LYW

OO

D

8' -

0"

TO

P O

F P

LYW

OO

D

8' -

0"

1

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

3' -

6"

CLOSET

108

06

A9.00

A9.00

08

A9.00

07

3' -

0"

W5T

W1V

W1V

W1V

Issue:

Date:

Revision: Date:

231 2

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541.4

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ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A5.00

BUILDINGSECTIONS

38861 S

W 6

TH

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E., S

CIO

, O

R 9

7374

SH

OP

BU

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Permit Set

05-07-2021

1/4" = 1'-0"02BUILDING SECTION


1/4" = 1'-0"03STAIR SECTION

1 ASI #1 7-1-21

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

A B C

ROOF PEAK22' - 6"

01

A5.00

212 2

12


STORAGE /ARCHIVE

202

STORAGE

201

ADARESTROOM

107

BREAKROOM

104

IT CLOSET

103

OFFICE

102

27-01

A8.00

01

FC1

RC1

W3T

W1T

W2T

W1T

W7

W7

W8

W6

W8

W6

TO

P O

F P

LYW

OO

D8'

- 0

"

1

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

6

A8.00

07

STANDING SEAM ROOF PANELS WITH CONCEALED FASTNERS

INSULATION BY BUILDING MANUF.

METAL SIDING WITH CONCEALED FASTENERS

CONCRETE FOUNDATION

W7

FC1

RC1

W8

W6

LEVEL 10' - 0"

ATTIC9' - 9 1/2"

EAVE17' - 3 1/2"

A

A8.00

02

STANDING SEAMROOF PANELS WITH CONCEALED FASTNERS

INSULATION BY BUILDING MANUF.

METAL SIDING WITH CONCEALED FASTENERS

METAL WALL FRAMING,SEE PARTITION PLAN

CONCRETE FOUNDATION

A8.00

01

W8

W6

RC1

TO

P O

F P

LYW

OO

D M

IN

8' -

0"

1

Issue:

Date:

Revision: Date:

231 2

nd A

venue S

WA

lbany,

Ore

gon 9

7321

Ph:

541.4

97.2

954

O

ALBANY, OREGON

TA

STE RE

F OGO

N

ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A5.01

BUILDINGSECTIONS &

WALLSECTIONS

38861 S

W 6

TH

AV

E., S

CIO

, O

R 9

7374

SH

OP

BU

ILD

ING

CIT

Y O

F S

CIO

Permit Set

05-07-2021



1/2" = 1'-0"03WALL SECTION

K E Y N O T E L E G E N DKEYNOTE NO. KETNOTE DESCRIPTION

27-01 SECURITY PANEL

1 ASI #1 7-1-21

PE

R IN

T. E

LEV

AT

ION

S

WALL BASE PER FINISH SCHEDULE

DOOR PULLS PER SPECIFICATIONS

3"

4"

DOOR FRONT PER FINISH SCHEME

DRAWER PULLS PER SPECIFICATIONS

ADJUSTABLE SHELVES WITH 1/4" STAINLESS STEEL PINS

SOLID WOOD BLOCKING AS REQUIRED

PLAM COUNTERTOP PER FINISH SCHEME

4" PLAM BACKSPLASH PER FINISH SCHEME

34 IN

CH

ES

TO

TO

P R

IM O

F S

INK

SINK AND MOUNTINGPER SPECIFICATIONS

5"

4"

BASE PER SCHEDULE

NOTE:1. HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED WITH A PROTECTIVE BOOTS PER ANSI A117.1 REQUIREMENTS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAV.2. THIS DRAWING IS FOR REFERENCE ONLY ANDSHOWS CRITERIA THAT ALL PIPES ARE TO BE SQUARE TO THE WALL AND SYMMETRICAL BENEATH THE SINK.3. TRAP TO COME OUT PERPENDICULAR TO WALL.

PLYWOOD LEDGER ATTACHED TO STUD OR SOLID BLOCKING WITH SCREWS

CHROME TRIM RING AROUND PIPE WHERE EXPOSED TO VIEW

FINISH PANEL PER ELEVATIONS

PROVIDE CLEAN OUT

CHROME SHUT OFF VALVE TYPICAL

29 IN

CH

ES

MIN

.

MIRROR MOUNTED WITH BASE AT TOP OF BACKSPLASH. BOTTOM EDGE OF REFLECTING SURFACE SHALL BE 40" MAX. ABOVE FLOOR.

PLAM COUNTERTOP & BACKSPLASH PER FINISH SCHEME

MIN

8"

MIN9"

25"

PE

R IN

T. E

LEV

AT

ION

S


4"

DOOR FRONT PER FINISH SCHEME

DRAWER PULLS PER SPECIFICATIONS



25"

TYP.1"

3"

PLAM BACKSPLASH PER FINISH SCHEME


DOOR PULLS PER SPECIFICATIONS

4"

PLAM DOOR FRONT PER FINISH SCHEME


SINK AND MOUNTING PER SPECIFICATIONS

4" PLAM BACKSPLASH PER FINISH SCHEME


34 IN

CH

ES

TO

TO

P R

IM O

F S

INK

4"

25"

FALSE FRONT PER FINISH SCHEME

3"

STEEL WALL MOUNTING BRACKET

4 1/2" MAX

1 1/2" MIN CLEAR

1/4" GAP BETWEEN RETURN AND WALL MAX

GYB PARTITION SEE FLOOR PLANS FOR TYPE.

1 1/2" DIA. WALL MOUNTED PAINTED WOOD HANDRAIL WITH RETURN TO WALL AT EACH END.

WD BLKG AT PARTITION34"

MIN

38" M

AX

HANDRAIL RETURN END

1 1/2" WD LANDING AND 3/4" PLYWOOD RISERS.

FACE OF WALL BEYOND

FLOOR BEAM, JOIST, AND STRINGER PER STRUCTURAL

3' -

6"

3 1/2"

WALL CAP PER DETAILS

2' -

9 3

/8"

WALL MOUNTING BRACKET

CONT. HANDRAIL RETURN AT END TO MEET HANDRAIL FROM ADJACENT RISE.

1' - 0"

2X12 WD STAIR STRINGERS

CONT. WALL MOUNTED HANDRAIL

1 1/2" WD TREADS AND 3/4" PLYWOOD RISERS.

WALL MOUNTED HANDRAIL

6"

WALL MOUNTING BRACKET

HANDRAIL RETURN END

AB

OV

E S

TA

IR N

OS

ING

34"

MIN

. - 3

8" M

AX

.

WD STRINGER BASE PLATES, BOLT TO FLOOR.

1" NOSING

4" NON-SLIP SELF ADHERING TAPE. TYP TAPE TO BE CENTERED IN WIDTH OF TREAD AND 3'-0" MINIMUM IN LENGTH TAP SHALL BE WITHIN 1 " OF THE NOSE OF THE STAIR. TAPE SHALL BE A CONTRASTING COLOR TO THE TREADS

4" M

IN.

7" M

AX

.

1'-0" MIN.

MIN.

11" TYPICAL

BEAM, JOIST, AND HANGERS PER STRUCT.

4"

WALL CAP PER DETAILS

3' -

6"

3' -

6"

1

DOOR FRONTPER FINISH SCHEME

ADJUSTABLE SHELVES WITH 1/4" STAINLESS STEEL PINS, TYP.

PROVIDE SOLID BLOCKING IN WALL FOR CABINET SUPPORT. ATTACH CABINET TO STUD OR BLOCKING WITH SCREWS.

DOOR PULL PER SPECIFICATIONS

PE

R IN

T. E

LEV

AT

ION

S

FLANGE

SHOWER BASE

SLAB ON GRADE

5/8" GYP. BD.

CAST POLYMER SURROUND

MORTAR FILL

DRAIN

RECESS PER MANUFACTURES REQUIREMENTS FLUSH TRANSITION

Issue:

Date:

Revision: Date:

231 2

nd A

venue S

WA

lbany,

Ore

gon 9

7321

Ph:

541.4

97.2

954

O

ALBANY, OREGON

TA

STE RE

F OGO

N

ECT

D

TERE

SREGI

ARCHIT

CHRISTINA M. LARSON

6654

12 / 31 / 2022

TENANT


ARCHITECT


CIVIL ENGINEER


STRUCTURAL ENGINEER


MEP ENGINEER


JURISDICTION


A9.00

INTERIORDETAILS

38861 S

W 6

TH

AV

E., S

CIO

, O

R 9

7374

SH

OP

BU

ILD

ING

CIT

Y O

F S

CIO

Permit Set

05-07-2021

1 1/2" = 1'-0"01TYP. BASE CABINET W/ DRAWER

1 1/2" = 1'-0"03TYPICAL RESTROOM COUNTER

1 1/2" = 1'-0"02TYP. BASE CABINET W /DRAWERS

1 1/2" = 1'-0"04TYP. SINK CABINET

1 1/2" = 1'-0"06STAIR RAILING DETAIL

1 1/2" = 1'-0"07STAIR DETAIL - TOP

1 1/2" = 1'-0"08STAIR DETAIL - BOTTOM

1 1/2" = 1'-0"05TYP. UPPER CABINET

1 ASI #1 7-1-21

1 1/2" = 1'-0"09GROUND FLOOR ACCESSIBLE SHOWER PAN DETAIL

1