OMD OSRC Addendum 02_08.26.24_FINAL.pdf

ADDENDUM TO CONTRACT DOCUMENTS

Project: OMD Owen Summers RC Owner: Oregon Military Department Voluntary Seismic Upgrade Scott Mansfield (Representative) 1776 Militia Way SE 1776 Militia Way SE Salem, Oregon 97301 Salem, Oregon 97301

To: Plan Holders Architect: LRS Architects, Inc.

720 NW Davis Street, Suite 300 BID SET Portland, OR 97209

Project No. 224019

Date: August 26, 2024 Addendum No: 02

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated August 09, 2024. Acknowledge receipt of this Addendum in the space provided on the Bid Form.

Failure to do so may subject the Bidder to disqualification.

PROJECT MANUAL

1.1 Section 08 7100: Door Hardware: Revised to note additions and revisions, as bolded per attachment.

1.2 Section 10 2813: Toilet Accessories: Revised to note additions and revisions, as bolded per attachment.

DRAWINGS

1.3 Drawing G000

Revise: As indicated in Drawing G000 dated 08-26-2024, per attachment. Refer to updated drawing index legend for revised sheets.

1.4 Drawing A201D

Revise: As indicated in Drawing A201D dated 08-26-2024, per attachment. Callout added for new enlarged bathroom plan on the A250 series sheets.

1.5 Drawing A201N

Revise: As indicated in Drawing A201N dated 08-26-2024, per attachment. Callout added for new enlarged bathroom plan on the A250 series sheets.

1.6 Drawings A251 through A267

Revise: As indicated in Drawings A251 through A267 dated 08-26-2024, per attachments.

Furred wall end conditions have been designated on each of these sheets.

OMD Owen Summers RC Voluntary Seismic Upgrade Addendum No. 02

1.7 Drawing A268

Add: As indicated in Drawing A268 dated 08-26-2024, per attachments. Renovation plans and interior elevation for the USPFO existing restrooms provided in this new sheet.

1.8 Drawings A401D

Revise: As indicated in Drawing A401D dated 08-26-2024, per attachments. Ceilings at the

USPFO restrooms are shown to be in the area of work.

1.9 Drawings A401

Revise: As indicated in Drawing A401 dated 08-26-2024, per attachments. The General Notes are updated to indicate the typical ceiling height. Ceilings in the restrooms shown and noted to be painted.

1.10 Drawings A402D

Revise: As indicated in Drawing A402D dated 08-26-2024, per attachments. Restroom 209 Soffit removed.

1.11 Drawings A402

Revise: As indicated in Drawing A402 dated 08-26-2024, per attachments. The General Notes are updated to indicate the typical ceiling height.

1.12 Drawings A701

Revise: As indicated in Drawing A701 dated 08-26-2024, per attachments. Door hardware groups updated in Door Hardware Schedule.

1.13 Drawings A900

Revise: As indicated in Drawing A900 dated 08-26-2024, per attachments. Countertop detail added.

1.14 Drawings A901

Add: As indicated in Drawing A901 dated 08-26-2024, per attachments. Wall details provided in this new sheet.

OMD Owen Summers RC Voluntary Seismic Upgrade Addendum No. 02

ATTACHMENTS

Specifications:

Section 08 7100: Door Hardware:

Section 10 2813: Toilet Accessories

Drawings: Full Size.

G000 A201D A201N A251 A252 A253 A257 A258

A260 A261 A262 A265 A266 A268 A401D A401

A402D A402 A701 A900 A901

END OF ADDENDUM NO. 02

OMD Owen Summers Readiness Center

Seismic Upgrade

[ADDM. 02] Door Hardware 08 7100

August 26, 2024

LRS Architects, Inc.

PART 1 GENERAL

1.1. SECTION INCLUDES

A. Hardware for wood and hollow metal doors.

B. Hardware for fire-rated doors.

1.2. RELATED REQUIREMENTS

A. Section 08 1113 - Hollow Metal Doors and Frames.

B. Section 08 1416 - Flush Wood Doors.

1.3. ADMINISTRATIVE REQUIREMENTS

A. Coordinate the manufacture, fabrication, and installation of products that door hardware is installed on.

B. Preinstallation Meeting: Convene a preinstallation meeting one week prior to commencing work of this section; attendance is required by affected installers.

C. Furnish templates for door and frame preparation to manufacturers and fabricators of products requiring internal reinforcement for door hardware.

D. Keying Requirements: Provide services of an AHC or DAHC member of Door Hardware

Institute to be available to meet with Owner to finalize keying requirements and to obtain final instructions in writing.

1.4. SUBMITTALS

A. See Section 01 3300 - Submittal Procedures for submittal procedures.

B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this project, and includes construction details, material descriptions, finishes, and dimensions and profiles of individual components.

C. Shop Drawings - Door Hardware Schedule: Submit detailed listing that includes each item of hardware to be installed on each door. Use door numbering scheme as included in Contract

Documents.

1. Provide complete description for each door listed.

2. Provide manufacturer's and product names, and catalog numbers; include functions, types, styles, sizes and finishes of each item. The hardware schedule must follow a Door

& Hardware Institute (DHI) vertical format.

D. Keying Schedule: Indicate clearly how Owner's final instructions on keying of locks has been fulfilled.

1. Provide keying and bitting information to Owner. [ADDM. 02]

[ADDM. 02] Door Hardware 08 7100

E. Deliver to Owner one complete set of adjustment tools and one set of maintenance manuals and installation instructions for locksets, closers, and panic devices.

1.5. QUALITY ASSURANCE

A. Single Source Responsibility: Obtain each type of hardware from a single manufacturer.

B. Hardware supplier shall have and maintain a factory direct status with all manufacturers specified or approved during the course of the project to insure quality product knowledge and quick lead-time response.

1.6. DELIVERY, STORAGE, AND HANDLING

A. Package hardware items individually; label and identify each package with door opening code to match door hardware schedule.

B. Provide an experienced employee designated to receive, take charge of, and distribute hardware at building site.

C. Provide locked secure area for storage of hardware on site.

D. Protect from damage. Store above ground and under cover.

1.7. WARRANTY

A. Manufacturer's Warranty: Provide warranty against defects in material and workmanship for period indicated. Complete forms in Owner's name and register with manufacturer.

1. Closers: Ten years, minimum.

2. Locksets and Cylinders: Five years minimum.

3. Other Hardware: Two years, minimum.

PART 2 PRODUCTS

2.1. DESIGN AND PERFORMANCE CRITERIA

A. Provide specified door hardware as required to make doors fully functional, compliant with applicable codes, and secure to extent indicated.

B. Provide individual items of single type, of same model, and by same manufacturer.

C. Provide door hardware products that comply with the following requirements:

1. Applicable provisions of federal, state, and local codes.

2. Accessibility: ADA Standards and ICC A117.1, and State Building Code accessibility requirements for the disabled

3. Applicable provisions of NFPA 101.

[ADDM. 02] Door Hardware 08 7100

4. Fire-Rated Doors: NFPA 80, listed and labeled by qualified testing agency for fire protection ratings indicated, based on testing at positive pressure in accordance with

NFPA 252 or UL 10C.

5. Hardware on Fire-Rated Doors: Listed and classified by UL (DIR) as suitable for application indicated.

6. Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): Provide door hardware that complies with local codes, and requirements of assemblies tested in accordance with UL 1784.

2.2. GENERAL REQUIREMENTS

A. Fasteners:

1. Furnish necessary flat head screws, bolts, and other fasteners of suitable size and type to anchor hardware in position for long life under hard use.

2. Where necessary, furnish fasteners with expansion shields, sex bolts, and other anchors as required. Provide material to which hardware is to be applied, and recommended by hardware manufacturer.

a. Provide Glass Bead Kit if necessary for proper installation of exit devices.

b. Toggle bolts are not permitted.

3. Provide fasteners that harmonize with hardware as to finish and material.

4. Conceal if possible when door is in closed position; exposed fasteners to have Phillips head.

a. Through-Bolting not permitted.

B. Locks and Latches: Verify for each door.

1. Operation.

2. Hand of doors.

3. Function for each opening.

C. Closers: Verify for each door.

1. Hand of door.

2. Degree of opening.

3. Frequency of use.

[ADDM. 02] Door Hardware 08 7100

4. Head condition.

a. Provide closers that do not limit door swing.

b. Furnish drop plates for narrow top rails.

c. Furnish manufacturer's standard one-piece cast arm at parallel arm location.

d. Furnish closers at fire-resistant rated doors, exterior doors and elsewhere as shown.

D. Hinges:

1. Furnish hinges of sufficient throw to clear trim where hinges are required to swing 180 degrees.

2. Furnish minimum 1-1/2 pair of hinges per leaf, unless specifically scheduled otherwise.

E. Furnish silencers for door frames at rate of three for each single door and two for each door or pair of doors, except gasketed doors and doors with light seals or sound seals.

F. Furnish smoke gaskets for fire-resistive rated doors in corridors or other exit ways.

G. Furnish door stops in number and type to protect finishes wherever doors or hardware thereon could strike adjacent surfaces.

2.3. KEYING

A. All cylinders and keying furnished by Oregon Lock & Access. Factory or locally key the following: As required by Owner.

1. Master key cylinders.

2. Grand-master key cylinders.

B. Furnish nickel silver keys for each lock per Owner's requirements.

C. Construction Keying:

1. Furnish a construction key system with 10 keys for locks and cylinders: 7 for Contractor and 3 for Owner.

2. Use only construction keys during construction.

3. Upon Substantial Completion of Work, void construction key system and, in presence of

Architect and Owner, demonstrate specified keying system is operating properly.

D. Identification and Delivery:

1. Stamp permanent keys, "DO NOT DUPLICATE".

2. Identify permanent keys with tags, and send direct to Owner by registered mail or receipted personal delivery. [ADDM. 02]

[ADDM. 02] Door Hardware 08 7100

2.4. ACCEPTABLE PRODUCTS

A. Single Source: Except as specifically otherwise approved in advance by Architect, furnish for each items (such as "Door Hinge Type 1") product of a single manufacturer.

B. Locks and Latches:

1. Latchbolt: Anti-friction type with curved strike lip.

a. Provide extended lip where necessary to protect door frame trim from damage.

b. Match hardware finish.

2. Fabricate with 3-3/4 inches backset from door edge where surface applied gasketing at door frame stops and 2-3/4 inches elsewhere.

3. Provide lever handle, unless otherwise indicated.

C. Hinges: Mortise type, with non-removable pins at out-swinging doors with locks.

D. Door Closers:

1. Mount on room side, and not corridor or lobby side of doors bordering circulation system unless otherwise shown.

2. Fasteners to be concealed.

3. Closer shall have heavy duty arms, adjustable spring power with indicator dial, stick-on templates, and self reaming/tapping screws.

4. Pressure relief valves and Internal debris screens are not permitted.

E. Stops:

1. Provide wall stops; do not install floor stops unless specifically approved by Architect.

2. If wall stops cannot be installed, provide concealed overhead holder.

F. Kickplates:

1. Provide metal kickplates specified in Door Hardware Groups.

2. Anchor kickplates with oval-head full-thread screws, spaced uniformly at a maximum of 5 inches on center at kickplate perimeter.

2.5. MANUFACTURER AND ACCEPTABLE SUBSTITUTES

A. Hinges: Ives (IVE)

1. Acceptable Substitutes: McKinney, Stanley.

[ADDM. 02] Door Hardware 08 7100

B. Locks/Latches: Schlage (SCH)

1. Acceptable Substitutes: None.

C. Cylinders: Medeco M4 (ASSA ABLOY); Furnished by Oregon Lock & Access

1. Acceptable Substitutes: Schlage None [ADDM. 02]

D. Surface Closers: LCN (LCN)

1. Acceptable Substitutes: None.

E. Push/Pulls: Ives (IVE)

1. Acceptable Substitutes: Tice, Trimco.

F. Stops/Catches: Ives (IVE)

1. Acceptable Substitutes: Rockwood, Trimco.

G. Kickplates: Ives (IVE)

1. Acceptable Substitutes: Tice, Trimco.

H. Silencers: Ives (IVE)

1. Acceptable Substitutes: Trimco.

2.6. FINISHES

A. Finishes: Provide door hardware in finishes indicated in Door Hardware Groups.

PART 3 EXECUTION

3.1. INSTALLATION

A. Install Work of this Section in accordance with:

1. Hardware groups specified at the end of this Section.

2. Approved Schedule.

3. Applicable requirements of governmental agencies having jurisdiction.

4. Manufacturer's and referenced standard's recommended installation procedures.

B. Install hardware in accordance with manufacturer's instructions and applicable codes.

C. Install hardware on fire-rated doors and frames in accordance with applicable codes and NFPA

80.

D. Install hardware for smoke and draft control doors in accordance with NFPA 105.

[ADDM. 02] Door Hardware 08 7100

E. Use templates provided by hardware item manufacturer.

F. Door Hardware Mounting Heights: Distance from finished floor to center line of hardware item.

1. Hardware Locations: Mount hardware at locations recommended by manufacturer, requirements of ANSI A117.1, ADA, and State Building Code, as applicable.

3.2. ADJUSTING

A. Adjust work under provisions of Section 01 7700 - Closeout Procedures.

B. Adjust hardware for smooth operation.

C. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal.

D. Upon completion of Work, and as a condition of acceptance, provide inspection, and adjustment of operating hardware, to ensure proper operation or function of every unit.

1. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made.

E. After ventilation system has been balanced, adjust closers as necessary to meet ADA and

State Building Code requirements for time required for closing operation and opening force.

F. Six Month and One Year Adjustment: Approximately six months, and prior to one year, after date of Substantial Completion, the installer, accompanied by representatives of the manufacturers of latchsets and locksets and door control devices, and of other major hardware suppliers, shall return to the Project to perform the following work:

1. Examine and adjust each item of door hardware as necessary to restore proper operation and function of doors and hardware to comply with specified requirements.

2. Replace hardware items that have deteriorated or failed due to faulty design, materials, or installation of hardware units.

3. Prepare a written report of current and predictable problems of substantial nature in the performance of the hardware.

3.3. CLEANING

A. Clean finished hardware in accordance with manufacturer's written instructions after final adjustments have been made.

B. Clean adjacent surfaces soiled by hardware installation.

3.4. DOOR HARDWARE GROUPS

A. Location: Door Hardware Groups as noted in the Door Schedule, in the Drawings.

[ADDM. 02] Door Hardware 08 7100

HARDWARE GROUP NO. 01

PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1 4.5 X 4.5 652 IVE

1 EA CLASSROOM LOCK L9070L 17A 626 SCH

1 MEDECO CYLINDER(S) BY

OREGON LOCK & ACCESS

1 EA SURFACE CLOSER 4011 WMS 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE

1 EA WALL STOP WS406/407CVX 630 IVE

1 EA GASKETING 188SBK PSA BK ZER

1 EA DOOR SWEEP 39A A ZER

1 EA THRESHOLD 546A-223 A ZER

HARDWARE GROUP NO. 02

121 122 239 243 244 245

246 247 248

PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1 4.5 X 4.5 652 IVE

1 EA OFFICE W/SIM RETRACT L9056L 17A L583-363 626 SCH

1 EA SURFACE CLOSER 4011 WMS 689 LCN

1 EA WALL STOP WS406/407CVX 630 IVE

1 EA GASKETING 488SBK PSA BK ZER

HARDWARE GROUP NO. 03

249 250

PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE

1 EA STOREROOM LOCK L9080L 17A 626 SCH

1 EA SURFACE CLOSER 4111 EDA WMS 689 LCN

1 EA WALL STOP WS406/407CVX 630 IVE

1 EA GASKETING 488SBK PSA BK ZER

[ADDM. 02]

[ADDM. 02] Door Hardware 08 7100

End of Section

[ADDM. 02] Toilet Accessories 10 2813

PART 1 GENERAL

1.1. SECTION INCLUDES

A. Commercial toilet accessories.

B. Under-lavatory pipe supply covers.

1.2. RELATED REQUIREMENTS

A. Section 09 2116 - Gypsum Board Assemblies: Concealed supports for accessories, including in wall framing and support backing.

B. Section 10 2133 - Toilet Compartments.

1.3. ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with the placement of internal wall reinforcement and reinforcement of toilet partitions to receive anchor attachments.

1.4. SUBMITTALS

A. See Section 01 3300 - Submittal Procedures, for submittal procedures.

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

C. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required.

D. Maintenance Data: For toilet accessories to include in maintenance manuals.

1.5. REGULATORY REQUIREMENTS

A. Comply with Chapter 11 of the State of Oregon Structural Specialties Code for accessibility requirements for the physically disabled.

1. Grab Bars:

a. Comply with structural strength requirements for grab bars and mounting of grab bar fasteners as stated in Chapter 11 of the State of Oregon Structural Specialties

Code for accessibility requirements for the physically disabled.

b. Coordinate placement of wall reinforcement for grab bars of sufficient length to meet the above requirements and capable of supporting at least a 250 pound point load.

PART 2 PRODUCTS

2.1. MANUFACTURERS

A. Commercial Toilet Accessories:

1. American Specialties, Inc: www.americanspecialties.com/#sle.

[ADDM. 02] Toilet Accessories 10 2813

2. Bobrick: www.bobrick.com/#sle.

3. Bradley Corporation: www.bradleycorp.com/#sle.

4. Substitutions: Section 01 2500 - Substitution Procedures.

B. Under-Lavatory Pipe Supply Covers:

1. Plumberex Specialty Products, Inc: www.plumberex.com/#sle.

2. Truebro by IPS Corporation: www.ipscorp.com/#sle.

3. Substitutions: Section 01 2500 - Substitution Procedures.

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

2.2. MATERIALS

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

1. Grind welded joints smooth.

2. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.

B. Stainless Steel Sheet: ASTM A666, Type 304.

C. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering, protective and physical characteristics complying with ASTM C1503.

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

E. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for component and substrate.

2.3. FINISHES

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

2.4. COMMERCIAL TOILET ACCESSORIES

A. Toilet Paper Dispenser: Single roll, surface mounted bracket type, stainless steel, spindleless type for tension spring delivery designed to prevent theft of tissue roll.

B. Partition Mounted Dual Access Toilet Seat Cover and Toilet Tissue Dispenser.

1. Products:

a. American Specialties, Inc. Model 0484 [ADDM. 02]

C. Paper Towel Dispenser: Electric, roll paper type.

1. Cover: Stainless steel.

[ADDM. 02] Toilet Accessories 10 2813

2. Paper Discharge: Touchless automatic.

3. Capacity: 6 inch diameter roll.

4. Mounting: Semi recessed.

5. Power: Battery operated.

6. Refill Indicator: Illuminated refill indicator.

7. Products:

a. Georgia-Pacific Professional; GP enMotion Stainless Recessed Automated

Touchless Towel Dispenser: www.blue-connect.com/#sle.

b. Substitutions: Section 01 2500 - Substitution Procedures.

D.

E. Waste Receptacle: Stainless steel, freestanding style with swing top.

F. Soap Dispenser: Liquid soap dispenser, deck-mounted on vanity, with polyethylene container concealed below deck; piston and 4 inch spout of stainless steel with bright polished finish;

chrome-plated deck escutcheon.

G. Mirrors: Stainless steel framed, 1/4 inch thick annealed float glass; ASTM C1036.

1. Annealed Float Glass: Silvering, protective and physical characteristics in compliance with

ASTM C1503.

2. Size: As indicated on drawings.

3. Frame: 0.05 inch angle shapes, with mitered and welded and ground corners, and tamperproof hanging system; satin finish.

4. Backing: Full-mirror sized, minimum 0.03 inch galvanized steel sheet and nonabsorptive filler material.

H. Seat Cover Dispenser: Stainless steel, surface-mounted, reloading by concealed opening at base, tumbler lock.

1. Minimum capacity: 250 seat covers.

I. Grab Bars: Stainless steel, smooth surface.

1. Standard Duty Grab Bars:

a. Push/Pull Point Load: 250 pound-force, minimum.

b. Dimensions: 1-1/4 inch outside diameter, minimum 0.05 inch wall thickness, exposed flange mounting, 1-1/2 inch clearance between wall and inside of grab bar.

c. Finish: Satin.

[ADDM. 02] Toilet Accessories 10 2813

d. Length and Configuration: As indicated on drawings.

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

1. Products:

a. Bobrick B-35139 [ADDM. 02]

2.5. UNDER-LAVATORY PIPE AND SUPPLY COVERS

A. Under-Lavatory Pipe and Supply Covers:

1. Insulate exposed drainage piping including hot, cold, and tempered water supplies under lavatories or sinks to comply with ADA Standards.

2. Exterior Surfaces: Smooth non-absorbent, non-abrasive surfaces.

3. Construction: 1/8 inch flexible PVC.

a. Surface Burning Characteristics: Flame spread index of 25 or less and smoke developed index of 450 or less, when tested in accordance with ASTM E84.

b. Comply with ICC A117.1.

c. Microbial and Fungal Resistance: Comply with ASTM G21.

4. Color: White.

PART 3 EXECUTION

3.1. EXAMINATION

A. Verify existing conditions before starting work.

B. Verify exact location of accessories for installation.

3.2. INSTALLATION

A. Install accessories in accordance with manufacturers' instructions in locations indicated on drawings, and in accordance with Chapter 11 of the State of Oregon Structural Specialties

Code for accessibility requirements for the physically disabled.

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

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

END OF SECTION

CONTACT PERSON:

T:

OWNER

OREGON MILITARY DEPARTMENT

1776 MILITIA WAY

SALEM, OREGON 97309

SCOTT MANSFIELD

scott.r.mansfield.nfg@army.mil

WWW.OREGON.GOV/OMD.COM

000.000.0000

CONTACT PERSON:

T:

CM

COMPANY NAME

CONTACT PERSON:

T:

ARCHITECT

LRS ARCHITECTS

720 NW DAVIS ST, STE 300

PORTLAND, OR 97209

WAYNE GOEAS

wgoeas@lrsarchitects.com

WWW.LRSARCHITECTS.COM

503.793.7076

CONTACT PERSON:

T:

STRUCTURAL

MILLER CONSULTING ENGINEERS,

INC.

9600 SW OAK STREET

SUITE 400

PORTLAND, OR 97223

ERIC WATSON

eric@miller-se.com

WWW. MILLER-SE.COM

T: 503.246.1250 x2020

CONTACT PERSON:

T:

MECHANICAL

SAZAN GROUP

111 SW 5TH AVE

#3210, PORTLAND, OR

DANIEL TOUGER

dtouger@sazan.com

WWW.SAZAN.COM

503.416.2400

CONTACT PERSON:

T:

GEOTECHNICAL

CENTRAL GEOTECHNICAL SERVICES,

LLC

10240 SW NIMBUS AVE

SUITE L6

PORTLAND, OR 97223

ZANE ROGERS

zaner@centralgeotech.com

WWW.CENTRALGEOTECH.COM

000.000.0000

CONTACT PERSON:

T:

AHJ

THE CITY OF SALEM

555 LIBERTY ST. SE, RM 320

SALEM, OR 97301

PERMIT APPLICATION CENTER

baspac@cityofsalem.net

WWW.CITYOFSALEM.NET

503.588.6256

CONTACT PERSON:

T:

ELECTRICAL

SAZAN GROUP

111 SW 5TH AVE

#3210, PORTLAND, OR

DANIEL TOUGER

dtouger@sazan.com

WWW.SAZAN.COM

503.416.2400

CONTACT PERSON:

T:

PLUMBING

SAZAN GROUP

111 SW 5TH AVE

#3210, PORTLAND, OR

DANIEL TOUGER

dtouger@sazan.com

WWW.SAZAN.COM

503.416.2400

STREET ADDRESS: 1776 MILITIA WAY, SALEM, OR, 97301

PROJECT DESCRIPTION: VOLUNTARY SEISMIC UPGRADES TO AN EXISTING OREGON NATIONAL GUARD HEADQUARTERS

AND ARMORY. WORK INCLUDES MAINTENANCE OF THE EXTERIOR SOFFITS, FIXING A PORTION

OF THE ROOF OVERFRAMING THAT CAUSES LEAKS, AND ARCHITECTURAL FINISHES

ASSOCIATED WITH THE SEISMIC UPGRADE.

GROSS FLOOR AREA: 82,000 SF

BUILDING CODE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

BASED ON 2021 INTERNATIONAL BUILDING CODE (IBC)

OCCUPANCY(S) A-2, A-3, B, H-1, S-1, S-2

CONSTRUCTION ASSUMED II-B

TYPE

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES, IN WRITING, TO THE ARCHITECT. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING

SUCH DISCREPANCIES SHALL BE PREFORMED AT NO ADDITIONAL COST TO THE OWNER.

2. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS FOR THE WORK. ERRORS AND OMISSIONS IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION SO THAT AN ADDENDA MAY BE ISSUED. FAILURE TO DO SO ON THE PART OF THE CONTRACTOR DOES NOT RELIEVE HIM OR HER OF THE RESPONSIBILITY TO PROVIDE A CORRECT AND FINISHED PRODUCT

AS DETERMINED BY THE ARCHITECT.

3. INDICATED DIMENSIONS TAKE PRECEDENCE OVER SCALING PLANS. DIMENSIONS ARE TYPICALLY TO FACE OF STRUCTURE / FRAMING, UNLESS NOTED OTHERWISE. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. REPORT ANY DISCREPANCIES, IN WRITING, TO THE ARCHITECT. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES SUCH AS: SANITARY AND STORM, WATER, NATURAL GAS, TELECOMMUNICATION AND ELECTRICAL LINES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE OR

REROUTE UTILITY AS NEEDED.

5. ALL CONSTRUCTION, FABRICATION AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL FIRE PROTECTION ASSOCIATION, DEPARTMENT OF COMMERCE AND ANY FEDERAL, STATE AND LOCAL CODE, REGULATIONS AND ORDINANCE OF THE GOVERNING JURISDICTION. SUCH APPLICABLE CODES, ETC. ARE THOSE IN EFFECT AT THE TIME THE PERMIT APPLICATION IS FILED FOR THE PROJECT.

6. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ANY APPLICABLE CODES BY THE AGENT INVOLVED WITH THE GOVERNING AGENCY HAVING JURISDICTION. IT IS UNDERSTOOD THAT THE "FIELD INSPECTOR" FOR SUCH AGENCY HAS FINAL AUTHORITY TO APPROVE / DISAPPROVE PROJECT

CONSTRUCTION AND CORRECTNESS OF ALL CODE RELATED ITEMS.

7. EACH CONTRACTOR IS CONSIDERED A SPECIALIST IN THEIR RESPECTIVE FIELD OR TRADE AND SHALL NOTIFY, PRIOR TO PERFORMANCE OF THE WORK, THE GENERAL CONTRACTOR AND THE ARCHITECT OR ANY WORK CALLED OUT IN THE DRAWINGS WHICH CANNOT MEET CODE OR JURISDICTIONAL REQUIREMENTS, BE FULLY GUARANTEED OR CONSTRUCTED

AS DESIGN OR DETAILED.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF ALL OPENINGS, BASES AND SPECIAL PROVISIONS REQUIRED FOR EQUIPMENT, DUCTS, PIPING, CONDUITS, FINISH HARDWARE ETC. AND IMMEDIATELY NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES.

9. ALL ITEMS OF THE WORK DESIGNATED FOR USE BY THE HANDICAPPED SHALL FULL COMPLY WITH CURRENT REQUIREMENTS OF APPLICABLE GOVERNING HANDICAP / ACCESSIBILITY CODES AND REGULATIONS.

10. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILING SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK FOR THE TRADE INVOLVED. THE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY OF ANY ALTERNATIVE NON-STANDARD OF UNTESTED METHOD(S) PROPOSED.

11. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DOCUMENTS WITH MECHANICAL AND ELECTRICAL, PLUMBING, CIVIL, LANDSCAPE, FIRE SPRINKLERS, FOOD SERVICE DOCUMENTS AND ANY REQUIRED PERMITS ISSUED BY GOVERNING

JURISDICTION.

SITE LOCATION

SEE A100 SHEETS FOR OTHER DETAILED ZONING APPROVALS AND CRITERIA

LAND USE: CITY OF SALEM

ZONE: PS - PUBLIC SERVICE

LOT AREA: 8.91 ACRES

ASSESSOR TAX ID: 528023

BUILDING HEIGHT: 32'-9"

PARKING: SEE SITE PLAN FOR DESIGNATIONS

1. INTERIOR STAIR

1. SEE STRUCTURAL NOTES S0.02

◘ ISSUED / DELETED

● REVISED ® ISSUED FOR REFERENCE ONLY

THIS PROJECT IS SUBJECT TO REQUIREMENTS FOR THE REMOVAL OF ACCESSIBILITY-RELATED BARRIERS IN

ACCORDANCE WITH ORS 447.241.

THE SCOPE OF WORK WILL BE ASSESSED AS A PERCENTAGE OF THE TOTAL COST OF THE ARCHITECTURAL REMODELING.

THE COST OF BARRIER REMOVAL WILL AMOUNT TO TWENTY-FIVE PERCENT (25%) OF THE EXPENSES SHOWN IN THE

ARCHITECTURAL DOCUMENTS.

THE EXPENSES RELATED TO VOLUNTARY SEISMIC UPGRADES, AS OUTLINED IN THE STRUCTURAL DOCUMENTS, WILL NOT

BE INCLUDED IN THE BUDGET ALLOCATED FOR BARRIER REMOVAL.

SHEET TITLE:

DRAWN BY:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

/2

/2

:5

:0

P

M A u to d e s k D o c s /2

O M

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SRM

G000

COVER SHEET

ADDENDUM 2

OMD OWEN SUMMERS RC VOLUNTARY SEISMIC UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

ADDENDUM 2 - 08.26.24

08.26.24

LRS Architects, Inc. © 2024

PROJECT NUMBER: 224019

NOT TO SCALE

PROJECT NORTH

PROJECT DIRECTORY

PROJECT SUMMARY

BUILDING CODE INFORMATION

PROJECT GENERAL NOTES

VICINITY MAP

ZONING INFORMATION

DEFERRED SUBMITTALS

SPECIAL INSPECTIONS

DRAWING INDEX LEGEND

Sheet Number Sheet Name R e v ie w S e t (0

.2

.2

B id

S e t

(0 .1

.2

B id

S e t (0

.0

.2

A d d e n d u m

.2

.2

Architectural

G000 COVER SHEET ◘ ◘ ◘ ◘

G001 ARCHITECTURAL DRAWING INFO ◘ ◘ ◘

A001 ARCHITECTURAL SITE PLAN ◘ ◘ ◘

A100 CODE ANALYSIS ◘ ◘

A101 ADA ACCESSIBILITY COMPLIANCE - IBC 2021 ◘ ◘

A110 CODE ANALYSIS PLAN ◘ ◘

A150 WALL ASSEMBLIES (NON COMBUSTIBLE) ◘ ◘ ◘

A160 METAL STUD WALL TERMINATION - INTERIOR ◘ ◘

A170 JOINT & FIRESTOPPING INFO ◘ ◘ ◘

A180 SUSP CEILING SEISMIC DESIGN PRESCRIPTIVE PATH ◘ ◘

A201D EXISTING/ DEMOLITION FLOOR PLAN - LEVEL 1 ◘ ◘ ◘ ◘

A201N FLOOR PLAN - NORTH - LEVEL 1 ◘ ◘ ◘ ◘

A201S FLOOR PLAN - SOUTH - LEVEL 1 ◘ ◘ ◘

A202D EXISTING/ DEMOLITION FLOOR PLAN - LEVEL 2 ◘ ◘ ◘

A202N FLOOR PLAN - NORTH - LEVEL 2 ◘ ◘ ◘

A251 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALLS 01 & 02 ◘ ◘ ◘ ◘

A252 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALLS 04 & 07 ◘ ◘ ◘ ◘

A253 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 03 & 11 ◘ ◘ ◘ ◘

A254 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 06 & 08 ◘ ◘ ◘

A255 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 05 & 09 ◘ ◘ ◘

A256 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 10 ◘ ◘ ◘

A257 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 12 & FRAME A ◘ ◘ ◘ ◘

A258 ENLARGED PLANS - WALLS 13, 14, 15, & 24 FRAMES B & C, STAIR 3 ◘ ◘ ◘ ◘

A259 ENLARGED SECTIONS & ELEVATIONS - WALLS 13, 14, 15 & 24,

FRAMES B & C

A260 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 16 & FRAME D ◘ ◘ ◘ ◘

A261 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 17, FRAME E, &

MEN'S RESTROOM

A262 ENLARGED PLANS - WALLS 18 & 19, FRAMES F & G ◘ ◘ ◘ ◘

A263 ENLARGED SECTIONS & ELEVATIONS - WALLS 18 & 19, FRAMES F & G ◘ ◘ ◘

A264 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 20 ◘ ◘ ◘ ◘

A265 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 21 & FRAME H ◘ ◘ ◘ ◘

A266 ENLARGED PLANS, SECTIONS, & ELEVATIONS - WALL 22 & 23 ◘ ◘ ◘ ◘

A267 ENLARGED FLOOR PLANS - LEVEL 2 OFFICES ◘ ◘

A268 ENLARGED PLANS & ELEVATIONS - USPFO RESTROOMS ◘

A301 ENLARGED ROOF PLANS & DETAILS ◘ ◘ ◘

A401D LEVEL 1 - EXISTING/ DEMOLITION RCP ◘ ◘ ◘ ◘

A401 LEVEL 1 - OVERALL RCP ◘ ◘ ◘ ◘

A402D LEVEL 2 - EXISTING/ DEMOLITION RCP ◘ ◘ ◘ ◘

A402 LEVEL 2 - OVERALL RCP ◘ ◘ ◘ ◘

A501D EXTERIOR ELEVATIONS EXISTING/DEMO ◘ ◘ ◘ ◘

A501 EXTERIOR ELEVATIONS ◘ ◘ ◘

A502 ENLARGED EXTERIOR ELEVATIONS ◘

A701 DOOR TYPES AND SCHEDULE ◘ ◘ ◘

A900 DETAILS ◘ ◘ ◘

A901 DETAILS - WALL TRANSITIONS ◘

Structural

S001 COVER SHEET ◘ ◘ ◘

S002 STRUCTURAL NOTES ◘ ◘ ◘

S003 SPECIAL INSPECTIONS ◘ ◘ ◘

S004 SPECIAL INSPECTION ◘ ◘ ◘

S201N PARTIAL CONCRETE FOUNDATION - NORTH ◘ ◘ ◘

S201S PARTIAL CONCRETE FOUNDATION - SOUTH ◘ ◘ ◘

S202N 2ND FLOOR FRAMING PLAN ◘ ◘ ◘

S202S LOW ROOF FRAMING PLAN ◘ ◘ ◘

S203N UPPER ROOF FAMING PLAN ◘ ◘ ◘

S301 FRAMING ELEVATIONS ◘ ◘ ◘

S302 FRAMING ELEVATIONS ◘ ◘ ◘

S303 FRAMING ELEVATIONS ◘ ◘ ◘

S304 FRAMING ELEVATIONS ◘ ◘ ◘

S305 FRAMING ELEVATIONS ◘ ◘ ◘

S500 CONCRETE DETAILS ◘ ◘ ◘

S501 CONCRETE DETAILS ◘ ◘ ◘

S601 STEEL DETAILS ◘ ◘ ◘

S602 STEEL DETAILS ◘ ◘ ◘

S603 STEEL DETAILS ◘ ◘ ◘

S604 STEEL DETAILS ◘ ◘ ◘

S605 STEEL DETAILS ◘ ◘ ◘

S701 SURE BOARD SHEAR WALL DETAILS ◘ ◘ ◘

S801 USPFO DETAILS ◘ ◘ ◘

TRUE NORTH

NOTICE TO BIDDERS

1 Addendum 2 08.26.24

A. EXISTING FLOOR PLAN IS BASED ON DRAWINGS

RECEIVED FROM MILLER CONSULTING ENGINEERS,

INC. ON 05/14/24.

B. THIS DRAWING REFERENCES EXISTING CONDITIONS

FOR REFERENCE ONLY. VERIFY IN FIELD.

C. SEE FLOOR PLANS FOR EXISTING AND PROPOSED

WALL RATING WHERE APPLICABLE

D. SEE STRUCTURAL FOR EXISTING AND PROPOSED

SHEAR WALLS WHERE APPLICABLE.

B B

D D

F F

H H

J J

L L

N N

P P

R R

A N

A S

TYP.

TYP.

TYP.

DEMOLISH THE ENTIRE (E) STAIR

AND ASSOCIATED WALLS TO

MAKE ROOM FOR THE SHEAR

WALL FORMWORK.

SEE

IMAGE

09/A201S

TYP.

188 189

177176

174 173

159 157

155162

167 168

ELEV

1-1

106 105

130 119 120

112113

CONFERENCE

OFFICE

OFFICE

132133

STAIR

2-1

STAIR

1-1

STAIR

3-1

COURTYARD

RELOCATE (E) FEC.

SEE FLOOR PLAN

208207

207 208

207 208 207 208

(4)

207 208

207 208

207 208

TYP.

USPFO BUILDING

A264

A266

A266

A265

A262

A261

A260

A257

A258

A255

A255

A251

A251

A252

A253

A253

A254

A254

A256

A501D

A501D 2

A501D1

A501D

A501D 5

SEE

IMAGE 01

WOMEN'S

TOILETS

MEN'S

TOILETS

A268

IMAGE 01

LOCATION OF DOOR 114

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

(E) CONCRETE FLOOR SLAB

REMOVAL FOR SEISMIC UPGRADES,

SEE STRUC.

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING TO BE DEMOLISHED

(REFER TO KEYED NOTES FOR MORE

INFORMATION)

AREA OF WORK FOR USPFO

FOUNDATION SUPPORT

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:1

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

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S E

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A

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H

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SRM

A201D

EXISTING/

DEMOLITION

FLOOR PLAN -

LEVEL 1

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

KEYNOTES

201 EXISTING 10 FOOT HIGH MESH

CEILING/STORAGE PLATFORM, ANCHORED

TO EXISTING WALLS

202 EXISTING HIGH-DENSITY MOBILE SHELVING

TO REMAIN

207 DEMOLISH PORTION OF (E) WINDOW AND

FRAMES. PROTECT THE MULLION THAT

ABUTS THE NEW SHEAR WALL

208 DEMOLISH PORTION OF (E) WALL

209 DEMOLISH (E) DOOR, SIDELITE, FRAME,

TRIM

214 TEMPORARILY RELOCATE HIGH-DENSITY

MOBILE SHELVING AS NEEDED TO INSTALL

NEW FURRED SHEAR WALL. REINSTALL IN

SAME LOCATION

276 MOVE EXISTING WALL-ANCHORED STEEL

SHELVING. STORE FOR FUTURE

REINSTALLATION.

277 REMOVE PORTION OF EXISTING 10 HIGH

MESH CEILING ABOVE. ANCHOR TO

CONCRETE WALL

278 DEMOLISH ENTIRE RESTROOM INCLUDING

TILE WAINSCOT, TILE FLOORING, PLUMBING

FIXTURES, TOILET PARTITIONS,

COUNTERTOP, AND TOILET ACCESSORIES

279 REMOVE EXISTING HIGH-DENSITY MOBILE

SHELVING AND RAMPED TRACK. STORE IN A

WEATHER RESISTANT AND SECURE SPACE

ON-SITE FOR FUTURE REINSTALLATION.

283 REMOVE EXISTING LOCKERS ALONG

LOCATION OF NEW SHEAR WALL. DEMOLISH

EXISTING CURB AND GRIND SMOOTH.

STORE LOCKERS IN A WEATHER RESISTANT

AND SECURE SPACE ON-SITE FOR FUTURE

REINSTALLATION.

DEMO GENERAL NOTES

SCALE: 1/16" = 1'-0"A201D

1. EXISTING/DEMOLITION FLOOR PLAN - LEVEL 1

PHOTOS OF EXISTING CONDITIONS

1 Addendum 2 08.26.24

DEMO LEGEND

SEE A100 CODE SERIES FOR CODE ANALYSIS PLANS AND

A150 WALL TYPE SHEET FOR ADDITIONAL INFORMATION.

B 3 -

N A

TYPICAL METAL STUD PARTITION

A. ALL DIMENSIONS ARE TO FACE OF STUD UNO, TYP, OR

CENTER OF WINDOW OPENING, COLUMN, OR GRID.

EXTERIOR DIMENSIONS ARE TO FACE OF

FOUNDATION/FACE OF FRAMING. DIMENSIONS

INDICATED AS “CLR” ARE TO FACE OF FINISH.

B. ALL NEW WALLS TO EXTEND 6" ABOVE EXISTING

CEILING UNO, TYP. SEE A160 FOR ADDITIONAL WALL

TERMINATION INFORMATION.

B

D

F

H

J

L

N

P

R

24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

A501

A5011

A S

REPLACE DAMAGED

CONCRETE AND

BRICK LOW WALL

ELEV

1-1 110

119 120

100114

112113

CONFERENCE

132133

STAIR

2-1

STAIR

1-1

COURTYARD

BUILD A NEW STAIR

STEEL PAN STAIR WITH

CONCRETE TREADS AND

RUBBER TREADS AND

RISERS.

297297

297 297

A264

A266

A266

A265

A262

A261

A260

A257

A258

USPFO BUILDING

OFFICE

OFFICE

A501D 5

A5027

A900

15'-10"

WOMEN'S

TOILETS

MEN'S

TOILETS

A268

/8

A501

METAL STUD WALL. SEE WALL TYPES

LEGEND

CONCRETE SHEAR WALL. SEE WALL

TYPES LEGEND AND STRUCTURAL

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

EXISTING CMU WALL

SHEAR WALL TAG, SEE STRUCTURAL

FOR MORE INFORMATION

BRACED FRAME TAG, SEE STRUCTURAL

FOR MORE INFORMATION

A

AREA OF WORK FOR USPFO

FOUNDATION SUPPORT

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:1

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

/2

O

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S E

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D E

A

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H

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A

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SRM

A201N

FLOOR PLAN -

NORTH - LEVEL 1

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

WALL TYPES

GENERAL NOTES

SCALE: 3/32" = 1'-0"A201N

1. FLOOR PLAN - NORTH - LEVEL 1

KEYNOTES

297 ANCHOR SYSTEM, SEE STRUCTURAL

298 4" CONCRETE SLAB, SEE DETAIL 16/A900

1 Addendum 2 08.26.24

LEGEND

A. ALL DIMENSIONS ARE TO FACE OF STUD UNO, TYP, OR

CENTER OF WINDOW OPENING, COLUMN, OR GRID.

EXTERIOR DIMENSIONS ARE TO FACE OF

FOUNDATION/FACE OF FRAMING. DIMENSIONS

INDICATED AS “CLR” ARE TO FACE OF FINISH.

B. ALL NEW WALLS TO EXTEND 6" ABOVE EXISTING

CEILING UNO, TYP. SEE A160 FOR ADDITIONAL WALL

TERMINATION INFORMATION.

LEVEL 1

0"

N P

A251

227 226

A901

LEVEL 1

0"

D F

A251

A901

A900

A900

N

P

(E) BRICK

PILASTER

000407

D

F

(E) BRICK

PILASTER

000407

N

P

A251

1 3 T

4 S

A251

A901

A901

OPP

D

F

A251

A251

1 3 T

4 S

A901

A901

A. EXISTING FLOOR PLAN IS BASED ON DRAWINGS

RECEIVED FROM MILLER CONSULTING ENGINEERS,

INC. ON 05/14/24.

B. THIS DRAWING REFERENCES EXISTING CONDITIONS

FOR REFERENCE ONLY. VERIFY IN FIELD.

C. SEE FLOOR PLANS FOR EXISTING AND PROPOSED

WALL RATING WHERE APPLICABLE

D. SEE STRUCTURAL FOR EXISTING AND PROPOSED

SHEAR WALLS WHERE APPLICABLE.

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

(E) CONCRETE FLOOR SLAB

REMOVAL FOR SEISMIC UPGRADES,

SEE STRUC.

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING TO BE DEMOLISHED

(REFER TO KEYED NOTES FOR MORE

INFORMATION)

SEE A100 CODE SERIES FOR CODE ANALYSIS PLANS AND

A150 WALL TYPE SHEET FOR ADDITIONAL INFORMATION.

B 3 -

N A

TYPICAL METAL STUD PARTITION

METAL STUD WALL. SEE WALL TYPES

LEGEND

CONCRETE SHEAR WALL. SEE WALL

TYPES LEGEND AND STRUCTURAL

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

EXISTING CMU WALL

SHEAR WALL TAG, SEE STRUCTURAL

FOR MORE INFORMATION

BRACED FRAME TAG, SEE STRUCTURAL

FOR MORE INFORMATION

A

AREA OF NEW TILE FLOORING

TILE CARPETING. BRAND AND COLOR

TBD.

CPT-#

AREA OF NEW FLOORING

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:1

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

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A251

ENLARGED

PLANS,

SECTIONS, &

ELEVATIONS -

WALLS 01 & 02

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

KEYNOTES

000 Site Plans

207 DEMOLISH PORTION OF (E) WINDOW AND

FRAMES. PROTECT THE MULLION THAT

ABUTS THE NEW SHEAR WALL

217 CAP EXISTING ELECTRICAL WIRING FOR

OUTLETS DURING CONSTRUCTION

219 CAP EXISTING DATA DURING

CONSTRUCTION

220 REMOVE EXISTING CARPET TILES AND

DEMOLISH EXISTING CONCRETE SLAB AS

NEEDED TO CONSTRUCT SHEAR WALL AND

FOOTING

222 REPLACE CARPET TILES THAT WERE

REMOVED DURING CONSTRUCTION WITH

THE SAME PRODUCT. REPLACE

DEMOLISHED CONCRETE. TOP OF

CONCRETE SLAB/FOOTING TO MATCH

ELEVATION OF EXISTING

224 ROUTE ELECTRICAL WIRING FOR OUTLETS

THROUGH FURRED WALL AT SAME

LOCATION ALONG WALL

225 ROUTE DATA WIRING THROUGH FURRED

WALL AT SAME LOCATION ALONG WALL

226 PROTECT EXISTING WINDOW AND FRAMES

227 RUBBER BASE

228 FURRED WALL WITH PAINTED FINISH

234 STRUCTURAL SHEAR WALL OR BRACED

FRAME. SEE STRUCTURAL

235 SEE SHEET A150 FOR ARCHITECTURAL

FINISHES

244 INSULATION FROM THE CONCRETE SLAB TO

THE BOTTOM OF STRUCTURE ABOVE

245 (E) STRUCTURE

246 (E) BRICK SILL BEYOND

261 REMOVE AND SALVAGE (E) BRICK AS

NEEDED TO CONSTRUCT SHEAR WALL. FILL

GAP BETWEEN BRICK AND CONCRETE WITH

BACKER ROD AND PAINTABLE SEALANT

402 CUT AND REINSTALL WALL MOLDING AND

ACOUSTIC TILES TO FIT AROUND SEISMIC

SYSTEM. SEE DETAIL 4A/A180 FOR MOLDING

TO WALL ATTACHMENT

407 (E) EXTERIOR SOFFIT ABOVE. DEMOLISH ALL

GYPSUM BOARD AT UNDERSIDE OF SOFFIT.

409 TYPICAL EXTERIOR GYPSUM BOARD SOFFIT,

ABOVE. SEE DETAIL 2/A401

410 SOFFIT ABOVE

518 REMOVE AND STORE ONSITE (E) SOIL AND

PLANTS AS NEEDED TO INSTALL

FORMWORK FOR SHEAR WALL AND

FOOTING

519 RESTORE SOIL AND PLANTS TO THEIR

ORIGINAL CONDITION

GENERAL NOTES

WALL 02

WALL 01

SCALE: 1/4" = 1'-0"A251

1. WALL 01 - INTERIOR ELEVATION - NORTH SIDE

SCALE: 1/4" = 1'-0"A251

5. WALL 02 - INTERIOR ELEVATION - NORTH SIDE

SCALE: 1/4" = 1'-0"A251

2. WALL 01 - SECTION

SCALE: 1/4" = 1'-0"A251

6. WALL 02 - SECTION

SCALE: 1/4" = 1'-0"A251

4. WALL 01 - DEMO FLOOR PLAN

SCALE: 1/4" = 1'-0"A251

8. WALL 02 - DEMO FLOOR PLAN

SCALE: 1/4" = 1'-0"A251

3. WALL 01 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A251

7. WALL 02 - FLOOR PLAN

DEMO GENERAL NOTES

DEMO LEGEND

WALL TYPES

LEGEND

1 Addendum 2 08.26.24

LEVEL 1

0"

485052

A252

A252

B

235234

A900

244246

LEVEL 1

0"

B

235234

A900

48 50 52

B

04 07

A252

A252

1 3 T

4 S1 3 T

4 S

161160 160 222 217 218222 217 218

A252

519519

221221

C O -

N A

C O -

N A

A901

A901

A901

2A901

1SIM

48 50 52

B

161207220

160226 224 225 226 207220 224 225518 518

A. ALL DIMENSIONS ARE TO FACE OF STUD UNO, TYP, OR

CENTER OF WINDOW OPENING, COLUMN, OR GRID.

EXTERIOR DIMENSIONS ARE TO FACE OF

FOUNDATION/FACE OF FRAMING. DIMENSIONS

INDICATED AS “CLR” ARE TO FACE OF FINISH.

B. ALL NEW WALLS TO EXTEND 6" ABOVE EXISTING

CEILING UNO, TYP. SEE A160 FOR ADDITIONAL WALL

TERMINATION INFORMATION.

A. EXISTING FLOOR PLAN IS BASED ON DRAWINGS

RECEIVED FROM MILLER CONSULTING ENGINEERS,

INC. ON 05/14/24.

B. THIS DRAWING REFERENCES EXISTING CONDITIONS

FOR REFERENCE ONLY. VERIFY IN FIELD.

C. SEE FLOOR PLANS FOR EXISTING AND PROPOSED

WALL RATING WHERE APPLICABLE

D. SEE STRUCTURAL FOR EXISTING AND PROPOSED

SHEAR WALLS WHERE APPLICABLE.

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

(E) CONCRETE FLOOR SLAB

REMOVAL FOR SEISMIC UPGRADES,

SEE STRUC.

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING TO BE DEMOLISHED

(REFER TO KEYED NOTES FOR MORE

INFORMATION)

SEE A100 CODE SERIES FOR CODE ANALYSIS PLANS AND

A150 WALL TYPE SHEET FOR ADDITIONAL INFORMATION.

B 3 -

N A

TYPICAL METAL STUD PARTITION

METAL STUD WALL. SEE WALL TYPES

LEGEND

CONCRETE SHEAR WALL. SEE WALL

TYPES LEGEND AND STRUCTURAL

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

EXISTING CMU WALL

SHEAR WALL TAG, SEE STRUCTURAL

FOR MORE INFORMATION

BRACED FRAME TAG, SEE STRUCTURAL

FOR MORE INFORMATION

A

AREA OF NEW TILE FLOORING

TILE CARPETING. BRAND AND COLOR

TBD.

CPT-#

AREA OF NEW FLOORING

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:1

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

/2

O

M D

O S

R C

S E

IS

M

IC

U

P G

R A

D E

A

R C

H

R

A

C C

.r v t

SRM

A252

ENLARGED

PLANS,

SECTIONS, &

ELEVATIONS -

WALLS 04 & 07

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

WALLS 04 & 07

SCALE: 1/4" = 1'-0"A252

1. WALLS 04 & 07 - INTERIOR ELEVATION - WEST SIDE

SCALE: 1/4" = 1'-0"A252

3. WALL 04 - SECTION

SCALE: 1/4" = 1'-0"A252

2. WALL 07 - SECTION

SCALE: 1/4" = 1'-0"A252

4. WALLS 04 & 07 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A252

5. WALL 04 & 07 - DEMO FLOOR PLAN

KEYNOTES

207 DEMOLISH PORTION OF (E) WINDOW AND

FRAMES. PROTECT THE MULLION THAT

ABUTS THE NEW SHEAR WALL

217 CAP EXISTING ELECTRICAL WIRING FOR

OUTLETS DURING CONSTRUCTION

218 CLOSE OFF RETURN AIR DROP IN WALL

DURING CONSTRUCTION. ROUTE THROUGH

NEW FURRED WALL

220 REMOVE EXISTING CARPET TILES AND

DEMOLISH EXISTING CONCRETE SLAB AS

NEEDED TO CONSTRUCT SHEAR WALL AND

FOOTING

221 REPLACE DEMOLISHED PERIMETER

INSULATION

222 REPLACE CARPET TILES THAT WERE

REMOVED DURING CONSTRUCTION WITH

THE SAME PRODUCT. REPLACE

DEMOLISHED CONCRETE. TOP OF

CONCRETE SLAB/FOOTING TO MATCH

ELEVATION OF EXISTING

224 ROUTE ELECTRICAL WIRING FOR OUTLETS

THROUGH FURRED WALL AT SAME

LOCATION ALONG WALL

225 ROUTE DATA WIRING THROUGH FURRED

WALL AT SAME LOCATION ALONG WALL

226 PROTECT EXISTING WINDOW AND FRAMES

227 RUBBER BASE

228 FURRED WALL WITH PAINTED FINISH

234 STRUCTURAL SHEAR WALL OR BRACED

FRAME. SEE STRUCTURAL

235 SEE SHEET A150 FOR ARCHITECTURAL

FINISHES

244 INSULATION FROM THE CONCRETE SLAB TO

THE BOTTOM OF STRUCTURE ABOVE

245 (E) STRUCTURE

246 (E) BRICK SILL BEYOND

402 CUT AND REINSTALL WALL MOLDING AND

ACOUSTIC TILES TO FIT AROUND SEISMIC

SYSTEM. SEE DETAIL 4A/A180 FOR MOLDING

TO WALL ATTACHMENT

409 TYPICAL EXTERIOR GYPSUM BOARD SOFFIT,

ABOVE. SEE DETAIL 2/A401

518 REMOVE AND STORE ONSITE (E) SOIL AND

PLANTS AS NEEDED TO INSTALL

FORMWORK FOR SHEAR WALL AND

FOOTING

519 RESTORE SOIL AND PLANTS TO THEIR

ORIGINAL CONDITION

GENERAL NOTES

DEMO GENERAL NOTES

DEMO LEGEND

WALL TYPES

LEGEND

1 Addendum 2 08.26.24

1 1

A253

LEVEL 1

0"

F

A253

F

LOWER TRUSS

10' - 0"

402402

235235

222 222

525525

235235

222 222

525525

48 50

F

208 275220

48 50

F

A253

RELOCATED FEC

A253

D 3 -

N A

D 3 -

N A

C O -

N A

A901

A253

D 3 -

N A

C O -

N A

C O -

N A

A901

F

A. ALL DIMENSIONS ARE TO FACE OF STUD UNO, TYP, OR

CENTER OF WINDOW OPENING, COLUMN, OR GRID.

EXTERIOR DIMENSIONS ARE TO FACE OF

FOUNDATION/FACE OF FRAMING. DIMENSIONS

INDICATED AS “CLR” ARE TO FACE OF FINISH.

B. ALL NEW WALLS TO EXTEND 6" ABOVE EXISTING

CEILING UNO, TYP. SEE A160 FOR ADDITIONAL WALL

TERMINATION INFORMATION.

A. EXISTING FLOOR PLAN IS BASED ON DRAWINGS

RECEIVED FROM MILLER CONSULTING ENGINEERS,

INC. ON 05/14/24.

B. THIS DRAWING REFERENCES EXISTING CONDITIONS

FOR REFERENCE ONLY. VERIFY IN FIELD.

C. SEE FLOOR PLANS FOR EXISTING AND PROPOSED

WALL RATING WHERE APPLICABLE

D. SEE STRUCTURAL FOR EXISTING AND PROPOSED

SHEAR WALLS WHERE APPLICABLE.

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

(E) CONCRETE FLOOR SLAB

REMOVAL FOR SEISMIC UPGRADES,

SEE STRUC.

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING TO BE DEMOLISHED

(REFER TO KEYED NOTES FOR MORE

INFORMATION)

SEE A100 CODE SERIES FOR CODE ANALYSIS PLANS AND

A150 WALL TYPE SHEET FOR ADDITIONAL INFORMATION.

B 3 -

N A

TYPICAL METAL STUD PARTITION

METAL STUD WALL. SEE WALL TYPES

LEGEND

CONCRETE SHEAR WALL. SEE WALL

TYPES LEGEND AND STRUCTURAL

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

EXISTING CMU WALL

SHEAR WALL TAG, SEE STRUCTURAL

FOR MORE INFORMATION

BRACED FRAME TAG, SEE STRUCTURAL

FOR MORE INFORMATION

A

AREA OF NEW TILE FLOORING

TILE CARPETING. BRAND AND COLOR

TBD.

CPT-#

AREA OF NEW FLOORING

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:2

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

/2

O

M D

O S

R C

S E

IS

M

IC

U

P G

R A

D E

A

R C

H

R

A

C C

.r v t

SRM

A253

ENLARGED

PLANS,

SECTIONS, &

ELEVATIONS -

WALL 03 & 11

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

WALL 11

WALL 03

SCALE: 1/4" = 1'-0"A253

1. WALL 03 - INTERIOR ELEVATION - WEST SIDE

SCALE: 1/4" = 1'-0"A253

5. WALL 11 - INTERIOR ELEVATION - SOUTH SIDE

SCALE: 1/4" = 1'-0"A253

2. WALL 03 - SECTION

SCALE: 1/4" = 1'-0"A253

6. WALL 11 - SECTION

SCALE: 1/4" = 1'-0"A253

3. WALL 03 - DEMO FLOOR PLAN

SCALE: 1/4" = 1'-0"A253

4. WALL 03 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A253

7. WALL 11 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A253

8. WALL 11 - DEMO FLOOR PLAN

KEYNOTES

208 DEMOLISH PORTION OF (E) WALL

220 REMOVE EXISTING CARPET TILES AND

DEMOLISH EXISTING CONCRETE SLAB AS

NEEDED TO CONSTRUCT SHEAR WALL AND

FOOTING

222 REPLACE CARPET TILES THAT WERE

REMOVED DURING CONSTRUCTION WITH

THE SAME PRODUCT. REPLACE

DEMOLISHED CONCRETE. TOP OF

CONCRETE SLAB/FOOTING TO MATCH

ELEVATION OF EXISTING

227 RUBBER BASE

228 FURRED WALL WITH PAINTED FINISH

234 STRUCTURAL SHEAR WALL OR BRACED

FRAME. SEE STRUCTURAL

235 SEE SHEET A150 FOR ARCHITECTURAL

FINISHES

275 REMOVE EXISTING FIRE EXTINGUISHER

CABINET

402 CUT AND REINSTALL WALL MOLDING AND

ACOUSTIC TILES TO FIT AROUND SEISMIC

SYSTEM. SEE DETAIL 4A/A180 FOR MOLDING

TO WALL ATTACHMENT

508 FOOTING OUTLINE, SEE STRUCTURAL

525 6" COMPACTED GRAVEL BASE

GENERAL NOTES

DEMO GENERAL NOTES

DEMO LEGEND

WALL TYPES

LEGEND

1 Addendum 2 08.26.24

58 60

P

12 144

A257

A257

D 3 -

N A

D 3 -

N A

D 3 -

N A

D 3 -

N A

224A901

A901

58 60

P

58 60

P

220 208 217 219

58 60

P

A D 3 A

- A

A257

D 3 A

- A

224 225

P

222222

525525

LEVEL 1

0"

LEVEL 2

14' - 7"

58 60

A257

A. ALL DIMENSIONS ARE TO FACE OF STUD UNO, TYP, OR

CENTER OF WINDOW OPENING, COLUMN, OR GRID.

EXTERIOR DIMENSIONS ARE TO FACE OF

FOUNDATION/FACE OF FRAMING. DIMENSIONS

INDICATED AS “CLR” ARE TO FACE OF FINISH.

B. ALL NEW WALLS TO EXTEND 6" ABOVE EXISTING

CEILING UNO, TYP. SEE A160 FOR ADDITIONAL WALL

TERMINATION INFORMATION.

A. EXISTING FLOOR PLAN IS BASED ON DRAWINGS

RECEIVED FROM MILLER CONSULTING ENGINEERS,

INC. ON 05/14/24.

B. THIS DRAWING REFERENCES EXISTING CONDITIONS

FOR REFERENCE ONLY. VERIFY IN FIELD.

C. SEE FLOOR PLANS FOR EXISTING AND PROPOSED

WALL RATING WHERE APPLICABLE

D. SEE STRUCTURAL FOR EXISTING AND PROPOSED

SHEAR WALLS WHERE APPLICABLE.

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

(E) CONCRETE FLOOR SLAB

REMOVAL FOR SEISMIC UPGRADES,

SEE STRUC.

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING TO BE DEMOLISHED

(REFER TO KEYED NOTES FOR MORE

INFORMATION)

SEE A100 CODE SERIES FOR CODE ANALYSIS PLANS AND

A150 WALL TYPE SHEET FOR ADDITIONAL INFORMATION.

B 3 -

N A

TYPICAL METAL STUD PARTITION

METAL STUD WALL. SEE WALL TYPES

LEGEND

CONCRETE SHEAR WALL. SEE WALL

TYPES LEGEND AND STRUCTURAL

EXISTING TO REMAIN (REFER TO

KEYED NOTES FOR MORE

INFORMATION)

EXISTING CONCRETE WALL

EXISTING METAL STUD WALL

EXISTING CMU WALL

SHEAR WALL TAG, SEE STRUCTURAL

FOR MORE INFORMATION

BRACED FRAME TAG, SEE STRUCTURAL

FOR MORE INFORMATION

A

AREA OF NEW TILE FLOORING

TILE CARPETING. BRAND AND COLOR

TBD.

CPT-#

AREA OF NEW FLOORING

TRUE NORTH

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

Suite 300 www.lrsarchitects.com

Portland OR 97209

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/2

/2

:5

:2

P

M A u to d e s k D o c s /2

O M

D O

S R

C S e is m ic

U p g ra d e

/2

O

M D

O S

R C

S E

IS

M

IC

U

P G

R A

D E

A

R C

H

R

A

C C

.r v t

SRM

A257

ENLARGED

PLANS,

SECTIONS, &

ELEVATIONS -

WALL 12 &

FRAME A

ADDENDUM 2

OMD OWEN

SUMMERS RC

VOLUNTARY

SEISMIC

UPGRADE

1776 MILITIA WAY SE

SALEM, OREGON 97301

224019

08.26.24

LRS Architects, Inc. © 2024

WALL 12 & FRAME A

SCALE: 1/4" = 1'-0"A257

6. WALL 12 - FLOOR PLAN - LEVEL 1

SCALE: 1/4" = 1'-0"A257

5. WALL 12 - DEMO FLOOR PLAN - LEVEL 1

SCALE:…