Attachment C Plans and Drawings~2.pdf

PDF 37 MB Posted Mar 24, 2026

Attached to: Oregon Employment Department - Roseburg Capital Improvements Project
Solicitation number: S-DASOBO-00015523
Issued by: Douglas County, Oregon

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Written by GovTribe AI · Mar 26, 2026

Oregon Employment Department - Roseburg Capital Improvements Project

This is a comprehensive set of architectural and engineering plans and drawings for the Oregon Employment Department's Roseburg Capital Improvements Project located at 846 SE Pine Street, Roseburg, OR 97470. The project scope includes LED lighting redesign with new fixtures and controls, building structural upgrades, mechanical system modifications with new rooftop equipment and revised duct routing, exterior building upgrades including new storefront systems and cladding, roof replacement with new drainage systems, window and door system replacements, asbestos and lead-based paint abatement, new front restrooms on Level 1, new break room casework with a second break room addition on Level 1, partial parking lot restriping with new lighting poles, and two alternates for rear staff restrooms and second-floor break room flooring. The project team includes Studio 3 Architecture, Inc. as architect with Scott McDonald serving as project architect, MKE & Associates, Inc. for mechanical, electrical, and plumbing design, and the Oregon Employment Department as owner with Ron Adkins as project manager. The general contractor position is listed as "TBD" (to be determined).

The construction documents provide detailed specifications for all trade work including architectural finishes, mechanical HVAC systems, plumbing installations, and electrical provisions. The project includes two primary working condition options for the contractor: Option 1 involves relocating staff to a temporary 14x56 trailer during standard daytime construction hours (Monday-Friday, 7 AM to 6 PM), with the contractor responsible for trailer setup, permits, and temporary utilities; Option 2 restricts interior work to off-hours (Monday-Friday, 4 PM to midnight or weekends) to maintain building operations. All work must comply with the 2021 Oregon Mechanical Specialty Code, 2021 Oregon Plumbing Specialty Code, 2022 Oregon Structural Specialty Code, and applicable accessibility standards. The contractor shall secure all required permits, coordinate with utility companies, manage asbestos and lead paint abatement per the G2 Consultants survey dated June 28, 2024, and provide first-quality workmanship consistent with industry standards and manufacturer specifications.

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Other files

File	Type	Posted
Attachment B Technical Specifications~3.pdf	PDF	Mar 24, 2026
ITB S-DASOBO-00015523.pdf	PDF	Mar 24, 2026
Attachment E-2 Structural Calculations.pdf	PDF	Mar 24, 2026
Addendum 1 ITB S-DASOBO-00015523.pdf	PDF	Mar 24, 2026
04-07-2026 Mandatory Pre-Bid Attendance.pdf	PDF	Mar 24, 2026
QUESTIONS AND ANSWERS 04.16.2026.pdf	PDF	Mar 24, 2026
Attachment E-1 Asbestos Survey and Lead-Based Paint Inspection.pdf	PDF	Mar 24, 2026

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DOOR NUMBER

SECTION REFERENCE:

DETAIL REFERENCE:

ELEVATION REFERENCE:

PLAN NOTE DESIGNATION

XXXX

ROOM

SIM

A2.5X

A3.1X

SIM

100 A

A5.X

A3.1X

WALL TYPE MARK:

ROOM TITLE + NUMER:

WINDOW TYPE:

W-X

ELEVATION DATUM:

As4a

WALL OR PARTITION

CONSTRUCTION TYPE.

SEE LEGEND.

ROOM NAME

ROOM NUMBER

PLAN OR SIDE NOTE

NUMBER

MARK OR DIAGONAL NOTE

NUMBER

REVISION NUMBER

DOOR SIZE OR NUMBER

REFER TO WINDOW

ELEVATIONS SHOWN ON

DRAWINGS A5.1X

100.00' F.F.E.

ELEVATION

ELEVATION DATUM

LOCATION:

FILLED ARROW DENOTES

BUILDING SECTION

OPEN ARROW DENOTES

WALL SECTION/DETAIL

DETAIL NUMBER

SHEET NUMBER

SIDE NOTE IF REQUIRED

ELEVATION NUMBER OR

DESIGNATION AS OCCURS

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SIDE NOTE IF REQUIRED

DETAIL CUT LOCATION IF

SHOWN

SYMBOL LEGEND:

SITE VICINITY IMAGE:

PROJECT LOCATION

SITE IMAGE:

SITE

LOCATION

THIS PROJECT CONSISTS OF THE FOLLOWING UPGRADES:

• NEW STOREFRONT SYSTEM.

• NEW FRONT RESTROOMS (LEVEL 1 ONLY).

• NEW ROOF, ROOF DRAINS/GUTTERS.

• NEW CLADDING ON FRONT WALL.

• NEW BREAK ROOM CASEWORK, ADDITION OF SECOND BREAK ROOM

ON LEVEL 1.

• MODIFICATION OF SOME MECHANICAL SYSTEMS, NEW ROOFTOP

EQUIPMENT, REVISED DUCT ROUTING, NEW DIFFUSERS, NEW

CONTROLS SYSTEM, NEW EXHAUST FANS.

• REDESIGN OF BUILDING LIGHTING WITH NEW FIXTURES AND

CONTROLS, ADDITION OF PARKING LOT LIGHTING POLE.

• PARTIAL RESTRIPING OF PARKING LOT.

• ADD ALTERNATE 1: NEW REAR (STAFF) RESTROOMS.

• ADD ALTERNATE 2: NEW FLOORING AT 2ND FLOOR BREAK ROOM

PROJECT SUMMARY:

PROJECT #

DATE:

REVISIONS

SHEET:

G0.01

07/26/2024

2024-038

G O

N E

B U

S E P

E S

R O

S E B U

R G

OREGON EMPLOYMENT DEPT.

ROSEBURG BUILDING UPGRADES

846 SE PINE ST, ROSEBURG, OR 97470

PROJECT TEAM:DRAWINGS LIST:

MECHANICAL, ELECTRICAL, &

PLUMBING:

MKE & Associates, Inc.

Matt McCormick - Mech/Plumb.

Tim Hutchinson - Elec.

6915 SW Macadam Ave., Suite 200

Portland, OR 97219 P: 503.892.1188

E: mattm@mke-inc.com E: timh@mke-inc.com

OWNER:

OREGON EMPLOYMENT DEPARTMENT

Project Manager: Ron Adkins 875 Union Street NE Salem, OR 97311 C: 503.602.2500

E: ron.l.adkins@employ.oregon.gov

ARCHITECT:

STUDIO 3 ARCHITECTURE, Inc.

Project Architect: Scott McDonald, AIA 275 Court Street St. NE

Salem OR 97301 P: 503.390.6500 D: 971.239.0250

E: scott@studio3architecture.com W: www.studio3architecture.com

GENERAL CONTRACTOR

TBD

Sheet # Sheet Name Rev Date

GENERAL DRAWINGS

G0.01 COVER SHEET

G0.02 GENERAL NOTES

ARCHITECTURAL

A0.21 WALL TYPES

A1.01 SITE PLAN

A1.02 SITE DETAILS

A1.11 LEVEL 01 - DEMOLITION PLAN

A1.12 LEVEL 02 - DEMOLITION PLAN

A1.13 ROOF - DEMOLITION PLAN

A1.14 LEVEL 01 - REFLECTED CEILING PLAN DEMO

A1.15 LEVEL 02 - REFLECTED CEILING PLAN DEMO

A1.21 LEVEL 01 - FLOOR PLAN

A1.22 LEVEL 02 - FLOOR PLAN

A1.23 ROOF PLAN

A1.24 LEVEL 01 - RCP

A1.25 LEVEL 02 - RCP

A2.01 ELEVATIONS DEMO

A2.02 ELEVATIONS DEMO

A2.03 ELEVATIONS

A2.04 ELEVATIONS

A2.51 INTERIOR ELEVATIONS

A3.01 WALL SECTIONS

A4.01 DETAIL RESTROOM PLANS & ELEVATIONS

A4.02 DETAIL RESTROOM PLANS & ELEVATIONS

A4.03 DETAIL RESTROOM PLANS & ELEVATIONS

A5.01 WINDOW ELEVATIONS

A5.11 EXTERIOR DETAILS

A5.12 EXTERIOR DETAILS

A5.13 EXTERIOR DETAILS

Sheet # Sheet Name Rev Date

A5.21 ROOF DETAILS

A5.22 ROOF DETAILS

A5.41 INTERIOR DETAILS

A5.51 INTERIOR DETAILS

A5.52 INTERIOR DETAILS

A6.01 SCHEDULES

A6.02 SCHEDULES

MECHANICAL AND PLUMBING

MT0.01 MECHANICAL TITLE SHEET

P0.01 PLUMBING SCHEDULES

P0.02 PLUMBING SCHEDULES AND GEN. NOTES

P1.11 DEMO. FLOOR PLANS - PLUMBING

P1.12 DEMO. ROOF PLAN - PLUMBING

P1.21 FLOOR PLANS - PLUMBING

P1.22 ROOF PLAN - PLUMBING

P1.23 ENLARGED PLANS - PLUMBING

P8.01 PLUMBING DETAILS

M0.01 HVAC SCHEDULES AND GENERAL NOTES

M0.02 HVAC SCHEDULES

M1.11 DEMO. FLOOR PLANS - HVAC

M1.12 DEMO. ROOF PLAN - HVAC

M1.13 ENLARGED DEMO. PLANS - HVAC

M1.21 FLOOR PLANS - HVAC

M1.22 ROOF PLAN - HVAC

M1.23 ENLARGED PLANS - HVAC

M8.01 HVAC DETAILS

M8.02 HVAC DETAILS

Sheet # Sheet Name Rev Date

ELECTRICAL

E0.01 ELECTRICAL LEGEND, SCHEDULES, AND NOTES

E0.02 ONE LINE DIAGRAM

E0.03 PANEL SCHEDULES

E2.11 FIRST & SECOND FLOOR POWER DEMO. PLAN

E2.12 ROOF POWER DEMO. PLAN

E2.21 FIRST & SECOND FLOOR POWER PLAN

E2.22 ROOF POWER PLAN

E3.11 FIRST & SECOND FLOOR LIGHTING DEMO. PLAN

E3.21 FIRST & SECOND FLOOR LIGHTING PLAN

E4.00 ELECTRICAL DETAILS

PROJECT #

DATE:

REVISIONS

SHEET:

G0.02

07/26/2024

2024-038

G O

N E

B U

S E P

E S

R O

S E B U

R G

GENERAL NOTES:

1. General notes apply to all drawings.

2. All construction shall comply with the Oregon Structural Specialty Code. Construction shall comply with any titles/rules/laws the local jurisdiction enforces up to and beyond the Oregon Structural Specialty Code. Accessibility shall comply with the ANSI/ICC A117.1.

3. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections and tests required by any government agency to implement the plans and accept any required special inspections or reports, which shall be paid for by the owner.

4. Work shown on these drawings is to be supplied, furnished, constructed, installed all as per the general conditions and the specifications: exceptions as described by the following abbreviations:

a. CFCI Contractor Furnished - Contractor Installed

b. OFCI Owner Furnished - Contractor Installed

c. OFOI Owner Furnished - Owner Installed

d. NIC OR N.I.C. Not in contract or not a part of this contract.

5. Do not scale drawings, dimensions govern. The general contractor shall notify the architect of any discrepancies immediately. All dimensions are to face of stud or concrete, unless otherwise noted, those indicated as clear shall be from finish.

6. These drawings have been assembled for use at their current size and scale. The contractor assumes all responsibility for work not conforming to these documents due to the use of reduced scale drawings for estimating or construction purposes.

7. Where construction details are not shown or noted for any part of the work, the work shall be executed consistent with the intent demonstrated by details provided for other work. If questions remain about intent, contact the architect prior to proceeding with the work.

8. All surfaces and materials shall be thoroughly prepared smooth, clean, level and even. By commencing finish installation, the finish contractor signifies its acceptance of the substrate and thereby assumes responsibility for the quality of the installation.

9. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items, or parts as are required to properly complete the work.

10. The contractor shall layout the work prior to proceeding. The contractor shall notify the architect of all discrepancies with the layout. Such inspection shall not relieve the contractor of responsibility to conform to the intent of the contract documents.

11. Unless otherwise noted, dimensions, placements and alignments shown are critical for the installation of furniture and equipment as well as for the use of the space by occupants. Finished dimensions may vary upward by ¼” but may not vary downward. Where +/- is indicated variation of up to 3% shall be allowable. Alignments of new and existing conditions shall be finished to a smooth and monolithic appearance (gap shall be overlapped to an inside or outside corner where practicable to avoid cracking).

12. Do not deviate from the construction documents without the architect's written approval. The contractor agrees to defend indemnify and hold harmless the architect from any claims arising as a result of changes to the work without prior approval from the architect.

13. The general contractor shall be responsible for the timely arrival of all specified finish materials, equipment and any other materials to be utilized on the project. The general contractor shall notify the architect in writing within 10 days of date of contract of those specified items that may not be readily available and substitute items of equal quality and description. If notification is not received by the architect, the contractor accepts responsibility for the proper ordering and follow up of specified cost to the owner to insure availability of all specified items so as not to create a hardship on the owner nor delay progress of the work.

14. If required construction barriers shall be installed by the general contractor, painted, detailed, and illuminated as per the architect's direction. No signs other than those authorized by the architect or owner will be permitted on this barricade.

15. Neither the owner nor the architect will enforce safety measures or regulations. The contractor shall design, install and maintain all safety devices and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations.

16. All existing facilities to be maintained in-place by the contractor unless otherwise shown or directed. Contractor shall take all precautions necessary to support, maintain or otherwise protect existing utilities and other facilities at all times during construction. Contractor shall leave existing facilities in an equal or better-than-original condition and to the satisfaction of the architect/owner.

17. The general contractor shall locate all existing utilities whether shown hereon or not and to protect them from damage. The general contractor shall bear all expenses of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of his/her work.

18. The general contractor shall secure all permits required by the local jurisdiction, state agency and/or county.

19. Mechanical hvac, plumbing, fire suppression, low voltage and electrical work require separate permits. Trade subcontractors shall secure all required permits affecting their scope of work.

20. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort. Exit doors shall swing in the direction of exit travel when serving an occupant load greater than 50.

21. Install wall backing for all wall mounted items, including but not limited to the following: door stops, fixtures, wall cabinets, shelving, counters, toilet accessories, security equipment, hand rails, window covering tracks, equipment racks, etc.

22. Coordinate location of recessed or semi-recessed items to avoid back to back installation and to reduce noise transfer through partitions.

23. Provide water resistant gypsum board at bathtub/shower walls and bathroom ceilings.

24. Architect shows fire extinguishers in general logical location: verify requirements and locations with local fire marshal. General contractor to provide fire extinguishers and cabinets (where called out).

25. Specifications of material and equipment by the use of name, model number, and/or general coordinate installations with equipment dimensions, including equipment to be installed by the tenant.

26. All work shall conform to standards of the industry for first quality workmanship and materials and shall conform to manufacturer's recommendations and specifications.

27. Materials are specified by name, model number and description were practicable in order to avoid inaccuracies. The contractor shall review all specifications and notify the architect of any discrepancies in these documents prior to proceeding with the work.

28. Floor material changes shall occur at the centerline of doors except where notes. See threshold details for special conditions (if any).

29. Blocking and grounds at areas which have millwork, shelving, and tenant furnished furniture wall cabinets indicated on the drawings shall be included with the work.

SUBMITTALS:

1. General: the contractor shall submit shop drawings, product data and samples.

2. The general contractor shall thoroughly review and check all submittals, coordinating separate trades and verifying conformance with the contract documents. The designer shall not review and will return without review any drawings or submittals not reviewed and noted by the general contractor.

3. Submittals shall include shop drawings, schedules and manufacturer’s product and equipment cuts for all fixtures, equipment, finishes, special materials, specialties, millwork & casework, doors, frames, and hardware.

4. Finish materials: contractor shall submit samples of all finishes and materials, finishes shall be on actual materials.

5. Cut sheets: contractor shall submit manufacturer's cuts and spec sheets for all fixtures, including lighting, equipment, special materials, specialties, doors, frames and hardware.

6. Minimum sample size:

a. Wood veneered products - 8 ½” x 11” x ¼”

b. Solid lumber - 50 square inches

c. Other finishes and miscellaneous materials - 6” x 6”

7. Quantity of submittals:

a. Material samples: 3

b. Shop drawings: 1 pdf

c. Erection drawings: 1 pdf

8. Submittal markings: the samples shall bear identification of the project, designer, general contractor, and the manufacturer.

9. Quality grade of millwork and casework: AWI quality standards and specifications shall govern according to the following grades:

a. Casework: Premium Grade

b. Natural finish millwork: Premium Grade

c. Running trim: Custom Grade

d. Architectural flush doors (natural finish): Premium Grade

R.C.P. GENERAL NOTES:

1. Light fixtures, exit signs and other ceiling elements shall be located in center of individual ceiling plane or tile unless noted otherwise or as directed by architect.

2. Provide ceiling access as required for equipment and systems maintenance. Verify manufacturer recommendations.

3. Electrical contractor to provide all switches, dimmers and plates as required by design, multiple switches at one location shall be ganged together and furnished with one cover plate.

4. The reflected ceiling plan indicates the location of ceiling types, ceiling fixtures light switches and associated items.

5. Contractor to notify architect of any conflict of light fixture locations with main runners, ducts, etc. Prior to installation.

6. Verify field conditions and locations of all plumbing, mechanical ducts, structural elements and any and all other applicable items. Install new plumbing, mechanical fans, ducts, conduits, and other related items so as to not conflict with lights and any unique field conditions.

7. Furnish and install Underwriters Laboratory, Inc. (UL) labeled devices throughout.

8. Any lighting control systems which utilize an automatic time switch, occupant-sensing device, automatic daylight control device, lumen maintenance control device or interior photocell sensor, shall be installed in accordance with the manufacturers instruction.

9. Automatic daylight control devices and lumen maintenance control devices shall only control luminaries in the day lit area and have photocell sensors that are either ceiling mounted or located so that they are accessible only to authorized personnel.

PLUMBING MECHANICAL GENERAL NOTES:

HVAC MECHANICAL GENERAL NOTES:

ELECTRICAL GENERAL NOTES:

1. Plumbing fixtures are located on architectural drawings for reference only. Refer to plumbing drawings.

2. Equipment schedule does not specify any plumbing fixtures such as grease traps, faucets, pressure reducing valves, etc. Nor does it include final connection to service. Plumbing contractor to provide if necessary.

3. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections and tests required by any governmental agency to implement the plans and accept any required special inspections or reports, which shall be paid for by the owner.

4. Plumbing requirements shown only for items listed on equipment schedule.

5. Plumbing contractor to provide rough-in and final connect.

6. Although some floor drains may be shown on plans, provide all required floor drains per the plumbing code.

1. Mechanical HVAC on architectural drawings for reference only. Refer to mechanical drawings.

2. HVAC subcontractor to provide submittal information and receive owner approval prior to ordering equipment.

3. Contractor is required to review the drawings of all divisions of work contractor is responsible for coordination of this work and the work of all subcontractors with all divisions of work. It is this contractor's responsibility to provide all the subcontractors with a complete set of bid documents.

4. Contractor or its subcontractors shall be responsible for obtaining and paying for all inspections and tests required by any governmental agency to implement the plans and accept any required special inspections or reports, which shall be paid for by the owner.

5. The contractor shall furnish and install any additional structural steel required to support any mechanical equipment. This contractor shall coordinate locations and requirements with the general contractor and landlord prior to bid.

1. Electrical information provided on architectural floor plans is for reference only. Refer to electrical drawings.

2. Contractor and subcontractors are required to review the drawings for all divisions of work.

Contractor is responsible for coordination of this work and the work of all subcontractors with all divisions of work including electrical demolition. It is this contractor's responsibility to provide all the subcontractors with a complete set of bid documents.

4. Placement of light fixtures in ceiling planes takes precedence over all other services including fire protection or suppression devices.

5. Placement of receptacles, convenience outlets, switches, smoke detectors, etc must meet electrical code requirements, accessibility requirements and must be rationally laid out in the space available.

6. Circuiting indicated on plan is partially diagrammatic for clarity. Circuiting shall be "thru-wiring" where and whenever possible.

7. Field verify exact location and electrical requirements of all HVAC equipment with mechanical contractor prior to ordering related electrical equipment.

8. Coordinate with owners equipment power requirements.

9. Electrical contractor shall make all final connections as required for a fully complete and operable system.

10. All stub-up dimensions from finished floor to center of box.

11. Equipment listed on equipment schedule will be uncrated and set in place only. Rough in and final hookup will performed by the electrical contractor.

12. All electrical outlets and connections to be grounded type.

13. Electrical contractor to furnish disconnects where code requires.

14. Equipment listed on the equipment schedule does not include electrical fittings such as relays or disconnects to the electrical service.

15. Plugs should enter receptacle from the dimension side of symbols unless noted otherwise.

DEMOLITION GENERAL NOTES:

1. General demolition notes apply to all demolition drawings.

2. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

3. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

a. Obtain required permits.

b. Comply with applicable requirements of NFPA 241.

c. Use of explosives is not permitted.

d. Provide, erect, and maintain temporary barriers and security devices.

e. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

f. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

g. Do not close or obstruct roadways or sidewalks without permit.

h. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

i. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

4. Perform demolition in a manner that maximizes salvage and recycling of materials.

a. Dismantle existing construction and separate materials.

b. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse.

5. Hazardous materials: comply with 29 CFR 1926 and state and local regulations.

6. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

7. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

a. Verify that construction and utility arrangements are as shown.

b. Report discrepancies to architect before disturbing existing installation.

c. Beginning of demolition work constitutes acceptance of existing conditions.

8. Separate areas in which demolition is being conducted from other areas that are still occupied.

a. Provide, erect, and maintain temporary dustproof partitions of construction in locations indicated on drawings or as directed.

9. Remove existing work as indicated and as required to accomplish new work.

a. Remove items indicated on drawings.

10. Services (including but not limited to HVAC, plumbing, fire protection, electrical, and telecommunications: remove existing systems and equipment as indicated.

a. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

b. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

c. Verify that abandoned services serve only abandoned facilities before removal.

d. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

11. Protect existing work to remain.

a. Prevent movement of structure; provide shoring and bracing if necessary.

b. Perform cutting to accomplish removals neatly and as specified for cutting new work.

c. Repair adjacent construction and finishes damaged during removal work.

d. Patch as specified for patching new work.

12. Remove building foundations under demolished buildings, completely.

13. Remove building services and buried utilities under demolished buildings, completely.

14. Remove debris, junk, and trash from site.

15. Remove from site all materials not to be reused on site; do not burn or bury.

16. Leave site in clean condition, ready for subsequent work.

17. Clean up spillage and wind-blown debris from public and private lands.

PARTITION HEIGHT / RATING LEGEND (SEE DIAGRAM ABOVE)

PROVIDE FIREBLOCKING IN ALL CONCEALED SPACES AND DOUBLE STUD WALL ASSEMBLIES IN ACCORDANCE WITH OSSC

717.2: SEE SPECIFICATIONS.

PARTITION CONFIGURATION

FRAMING SIZE

PARTITION HEIGHT / RATING

PARTIAL HEIGHT

PARTITION TYPE SYMBOL ON

NOTED SIDE TYPICAL

PARTITION TYPE PLAN SYMBOL FRAMING SIZE DESIGNATION

a b c d, e f g, h, j, k, m s

1 = 7/8" M FURRING or 1x" NOM WOOD

2 = 1 5/8" MSTUD or 2x" NOM WOOD

3 = 2 1/2" MSTUD or 3x" NOM WOOD

4 = 3 5/8" MSTUD or 4x" NOM WOOD

6 = 6" MSTUD or 6x" NOM WOOD

8 = 8" MSTUD or 8x" NOM WOOD

FIRE BLOCKING NOTES:

PARTITION HEIGHT/RATING LEGEND:

a = NON-RATED PARTIAL HEIGHT PARTITION, (SEE PLAN FOR TOP OF PARTITION HEIGHT).

b = NON-RATED TO UNDERSIDE OF CEILING.

c = NON-RATED, EXTEND GYPSUM BOARD TO 6" ABOVE CEILING AND BRACE STUDS AS REQUIRED TO STRUCTURE

ABOVE.

d = NON-RATED, EXTEND STUDS AND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ABOVE.

e = NON-RATED, EXTEND STUDS AND GYPSUM BOARD FROM CONCRETE S.O.G. TO UNDERSIDE OF STRUCTURE

ABOVE. SEAL BOTTOM TRACK TO SLAB WITH SEALANT.

f = NON-RATED, EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. EXTEND GYPSUM BOARD TO 6" ABOVE

CEILING ON ONE SIDE AND EXTEND TO STRUCTURE ON THE OTHER.

g = 1/2 HOUR (30 MINUTES) RATED.

h = 3/4 HOUR (45 MINUTES) RATED.

j = 1 HOUR (60 MINUTES) RATED.

k = 2 HOUR (120 MINUTES) RATED.

l = 3 HOUR (180 MINUTES) RATED m = 4 HOUR (240 MINUTES) RATED.

s = SMOKE RATED.

1. SEE FLOOR PLAN DRAWINGS FOR WALL TYPE LOCATIONS.

2. SEE REFLECTED CEILING PLAN DRAWINGS FOR HORIZONTAL RATED LOCATIONS.

3. PROVIDE ACOUSTIC SEAL AT PERIMETER AND PENETRATIONS OF SOUND RATED PARTITIONS AND OTHER

CONSTRUCTION AS REQUIRED TO ACHIEVE STC RATING INDICATED.

4. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHER CABINETS, AND OTHER RECESSED ITEMS.

5. FRAME AROUND BEAMS AND OTHER STRUCTURAL ELEMENTS WHEN THEY OCCUR WITHIN THE SPACE OF A FIRE RATED

OR ACOUSTICAL PARTITION.

6. WHEN FRAMING CONTINUES PAST INTERMEDIATE STRUCTURE, (AS IN MULTI-STORY STAIR ENCLOSURES AND SIMILAR CONDITIONS), ATTACHMENT TO INTERMEDIATE STRUCTURE SHALL BE WITH A SLOTTED CONNECTION OR OTHER

MEANS SO THAT THE STRUCTURAL DEFLECTION WILL NOT TRANSFER LOADS TO THE FRAMING.

7. PLAN DIMENSIONS ARE TO FACE OF FRAMING, OR CENTERLINE OF COLUMN UNLESS OTHERWISE INDICATED.

8. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND DETAILS FOR FINISHES AND SPECIAL CONDITIONS.

9. SEE STRUCTURAL DRAWINGS FOR PLYWOOD PANEL FACE LOCATION AT SHEAR WALL CONDITIONS.

10. AT ALL SMOKE PARTITIONS, PROVIDE SMOKE SEALING JOINTS AT FLOOR, CEILING, EACH SIDE OF THE PARTITION, AND AT PENETRATION FIRE-STOPPING AT ANNULAR SPACE SURROUNDING PENETRATION OF PARTITION FOR DUCTS, PIPING, CONDUITS, ETC. WITH PENETRATION FIRE-STOPPING PER SECTION 07 8400 TO RESIST THE FREE PASSAGE OF

FLAME AND PRODUCTS OF COMBUSTION.

PARTITION NOTES:

STRUCTURE

CEILING

INDICATES STUD

INDICATES FIRE

RATING

INDICATES GYPSUM

BOARD

FLOOR

HORIZ. SECTION

@ "A" CONDITION

VERT. SECTION

@ "As" CONDITION

18mil THICK STEEL STUD @ 16" O.C.;

FRAMING SIZE DESIGNATION PER PLANS.

NOTE: USE 30mil THICK STEEL STUDS AT

DOOR JAMBS & ALL LOCATIONS

SUPPORTING WALL HUNG FIXTURES OR

ACCESSORIES.

BASE PER SCHEDULE.

CONTINUOUS BEADS OF NON-

HARDENING, RESILIENT CAULK, UNDER

WALLBOARD - TYP. EACH SIDE; MIN. 1/4"

THICK.

CLOSED CELL, NEOPRENE GASKET TAPE

BENEATH SILL PLATE, FULL WIDTH.

5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED

TO EACH SIDE OF STUDS.

18mil STEEL DEFLECTION TRACK WITH 2 1/2"

LEGS, AND 1 1/2" LONG SLOTS FASTENED

TO UNDERSIDE OF STRUCTURE. PROVIDE

2x4 WOOD BLOCKING @ 4" O.C. MAX

WHEN STRUCTURE ABOVE IS PARALLEL TO

WALL.

3 1/2" GLASS FIBER INSULATION IN THE

STUD CAVITY.

CEILING, WHERE OCCURS

HORIZ. SECTION

@ "B" CONDITION

VERT. SECTION

@ "Bs" CONDITION

18mil THICK STEEL STUD @ 16" O.C.;

FRAMING SIZE DESIGNATION PER PLANS.

NOTE: USE 30mil THICK STEEL STUDS AT

DOOR JAMBS & ALL LOCATIONS

SUPPORTING WALL HUNG FIXTURES OR

ACCESSORIES.

BASE PER SCHEDULE.

CONTINUOUS BEADS OF NON-

HARDENING, RESILIENT CAULK, UNDER

WALLBOARD - TYP.; MIN. 1/4" THICK.

CLOSED CELL, NEOPRENE GASKET TAPE

BENEATH SILL PLATE, FULL WIDTH.

5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED

TO ONE SIDE OF STUDS.

18mil STEEL DEFLECTION TRACK WITH 2 1/2"

LEGS, AND 1 1/2" LONG SLOTS FASTENED

TO UNDERSIDE OF STRUCTURE. PROVIDE

2x4 WOOD BLOCKING @ 4" O.C. MAX

WHEN STRUCTURE ABOVE IS PARALLEL TO

WALL.

3 1/2" GLASS FIBER INSULATION IN THE

STUD CAVITY.

CEILING, WHERE OCCURS

HORIZ. SECTION

@ "C" CONDITION

VERT. SECTION

@ "Cs" CONDITION

18mil THICK STEEL STUD @ 16" O.C.;

FRAMING SIZE DESIGNATION PER PLANS.

NOTE: USE 30mil THICK STEEL STUDS AT

DOOR JAMBS & ALL LOCATIONS

SUPPORTING WALL HUNG FIXTURES OR

ACCESSORIES.

BASE PER SCHEDULE.

CONTINUOUS BEADS OF NON-

HARDENING, RESILIENT CAULK, UNDER

WALLBOARD - TYP. EACH SIDE; MIN. 1/4"

THICK.

CLOSED CELL, NEOPRENE GASKET TAPE

BENEATH SILL PLATE, FULL WIDTH.

5/8" FIBER CEMENT BACKER BOARD APPLIED

TO EACH SIDE OF STUDS.

18mil STEEL DEFLECTION TRACK WITH 2 1/2"

LEGS, AND 1 1/2" LONG SLOTS FASTENED

TO UNDERSIDE OF STRUCTURE. PROVIDE

2x4 WOOD BLOCKING @ 4" O.C. MAX

WHEN STRUCTURE ABOVE IS PARALLEL TO

WALL.

3 1/2" GLASS FIBER INSULATION IN THE

STUD CAVITY.

CEILING, WHERE OCCURS

5/16" CERAMIC TILE PER ELEVATIONS OVER

3/32" THINSET BOND COAT APPLIED TO

BACKER BOARD.

HORIZ. SECTION

@ "D" CONDITION

VERT. SECTION

@ "Ds" CONDITION

18mil THICK STEEL STUD @ 16" O.C.;

FRAMING SIZE DESIGNATION PER PLANS.

NOTE: USE 30mil THICK STEEL STUDS AT

DOOR JAMBS & ALL LOCATIONS

SUPPORTING WALL HUNG FIXTURES OR

ACCESSORIES.

BASE PER SCHEDULE.

CONTINUOUS BEADS OF NON-

HARDENING, RESILIENT CAULK, UNDER

WALLBOARD - TYP. EACH SIDE; MIN. 1/4"

THICK.

CLOSED CELL, NEOPRENE GASKET TAPE

BENEATH SILL PLATE, FULL WIDTH.

5/8" FIBER CEMENT BACKER BOARD APPLIED

TO ONE SIDE OF STUDS.

18mil STEEL DEFLECTION TRACK WITH 2 1/2"

LEGS, AND 1 1/2" LONG SLOTS FASTENED

TO UNDERSIDE OF STRUCTURE. PROVIDE

2x4 WOOD BLOCKING @ 4" O.C. MAX

WHEN STRUCTURE ABOVE IS PARALLEL TO

WALL.

3 1/2" GLASS FIBER INSULATION IN THE

STUD CAVITY.

CEILING, WHERE OCCURS

5/16" CERAMIC TILE PER ELEVATIONS OVER

3/32" THINSET BOND COAT APPLIED TO

BACKER BOARD.

5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED

TO OPPOSITE SIDE OF STUDS.

HORIZ. SECTION

@ "E" CONDITION

VERT. SECTION

@ "Es" CONDITION

18mil THICK STEEL STUD @ 16" O.C.;

FRAMING SIZE DESIGNATION PER PLANS.

NOTE: USE 30mil THICK STEEL STUDS AT

DOOR JAMBS & ALL LOCATIONS

SUPPORTING WALL HUNG FIXTURES OR

ACCESSORIES.

BASE PER SCHEDULE.

CONTINUOUS BEADS OF NON-

HARDENING, RESILIENT CAULK, UNDER

WALLBOARD - TYP.; MIN. 1/4" THICK.

CLOSED CELL, NEOPRENE GASKET TAPE

BENEATH SILL PLATE, FULL WIDTH.

5/8" FIBER CEMENT BACKER BOARD APPLIED

TO ONE SIDE OF STUDS.

18mil STEEL DEFLECTION TRACK WITH 2 1/2"

LEGS, AND 1 1/2" LONG SLOTS FASTENED

TO UNDERSIDE OF STRUCTURE. PROVIDE

2x4 WOOD BLOCKING @ 4" O.C. MAX

WHEN STRUCTURE ABOVE IS PARALLEL TO

WALL.

3 1/2" GLASS FIBER INSULATION IN THE

STUD CAVITY.

CEILING, WHERE OCCURS

5/16" CERAMIC TILE PER ELEVATIONS OVER

3/32" THINSET BOND COAT APPLIED TO

BACKER BOARD.

PROJECT #

DATE:

REVISIONS

SHEET:

A0.21

07/26/2024

2024-038

G O

N E

B U

S E P

E S

R O

S E B U

R G

STC

F.R. AINTERIOR PARTITION TYPE:

AsWITH SOUND ATTENUATION BLANKETS STC

F.R. BINTERIOR PARTITION TYPE:

BsWITH SOUND ATTENUATION BLANKETS STC

F.R. CINTERIOR PARTITION TYPE:

CsWITH SOUND ATTENUATION BLANKETS

STC

F.R. DINTERIOR PARTITION TYPE:

DsWITH SOUND ATTENUATION BLANKETS STC

F.R. EINTERIOR PARTITION TYPE:

EsWITH SOUND ATTENUATION BLANKETS

SITE PLAN NOTES:

1 ASSUMED PROPERTY LINE

2 EXISTING BUS STOP SHELTER

3 EXISTING PARKING, NO CHANGE; REPAINT STRIPING

4 RECONFIGURE PARKING LOT STRIPING IN THIS AREA

AS SHOWN

5 RELOCATE EXISTING BIKE RACK

6 ACCESSIBLE PARKING SYMBOL STRIPING (WHITE ON

BLUE FIELD) SEE 3/A1.02

7 VAN ACCESSIBLE PARKING SIGN SEE 2/A1.02

9 ADA OPERATOR BUTTON ON BOLLARD SEE1/A1.02

10 NEW PARKING LOT LIGHTING ON NEW POLE. SEE

ELECTRICAL DRAWINGS

11 EXISTING BOLLARD

8 NO PARKING SIGN SEE 4/A1.02

12 EXISTING FLAG POLE

13 EXISTING GATE WITH ALARMED PANIC, NO CHANGE.

14 EXISTING PLANTER

15 EXISTING POWER POLE

16 NEW CONCRETE FILLED PIPE BOLLARD, SEE 1/A1.02

SE PINE STREET / HWY 99

S E M

O S H

E R A

V E

ALLEY

P A

R K

N O

ADJACENT

PARCEL

'-0

P A

C E S

'-0

3 3

15 1515

EXISTING BUILDING

GENERAL NOTES:

THE GENERAL CONTRACTOR SHALL HAVE TWO PRIMARY OPTIONS FOR WORKING CONDITIONS-

1. OPTION 1, TRAILERS: OWNER WILL RELOCATE STAFF TO A TEMPORARY TRAILER DURING CONSTRUCTION TO ALLOW CONSTRUCTION TO OCCUR DURING A

NORMAL DAYTIME SHIFT OF MONDAY THROUGH FRIDAY 7AM TO 6PM (OR AS NEEDED). WORK SHIFT SHALL BE COORDINATED WITH OWNER'S AUTHORIZED

REPRESENTATIVE. STAFF NOT REQUIRED TO BE ON SITE IN TRAILER WILL WORK REMOTELY.

A. CONTRACTOR WILL NEED TO PROVIDE (1) 14X56 TRAILER FOR STAFF AND CONTINUED SERVICE DELIVERY (INCLUDING SET-UP AND PLACEMENT) WITH

OWNER-APPROVED INTERIOR LAYOUT/FLOOR PLAN.

B. TRAILERS SHOULD INCLUDE TEMPORARY ELECTRIC, HVAC, ADA RAMP AND RESTROOM, WEEKLY SANITATION SERVICE, AND CABLE GUARDS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR TRAILER.

D. OWNER SHALL PROVIDE DRINKING WATER, FURNITURE LAYOUT AND LOW VOLTAGE CABLING (DEMO AND INSTALL) FOR TRAILER.

E. CONTRACTOR SHALL SUPPLY CARD ACCESS OR CODED LOCKS WITH OWNER CONTROL.

F. CONTRACTOR SHALL SUPPLY TEMP FENCE AROUND BUILDING WITH SIGNAGE DIRECTING CUSTOMERS TO THE TEMP TRAILER.

G. CONTRACTOR SHALL PALLETIZE AND SHRINK-WRAP ALL FURNITURE AND PROTECT FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. IF ADEQUATE SPACE

IN THE BUILDING IS AVAILABLE AND THE SEQUENCE OF WORK CAN BE ARRANGED TO KEEP PALLETS OF FURNITURE WITHIN THE BUILDING AND OUT OF THE WAY DURING CONSTRUCTION, FURNITURE MAY REMAIN IN THE BUILDING. ALTERNATIVELY, THE CONTRACTOR SHALL ARRANGE FOR AND PAY TO MOVE AND SECURELY STORE OFF SITE. FURNITURE INSTALLER MUST BE EXPERIENCED WITH INSTALLATION OF HERMAN MILLER SYSTEMS FURNITURE.

H. COMPUTER EQUIPMENT CAN BE STORED ON GONDOLAS OR PALLETIZED, SHRINK WRAPPED AND COVERED WITH PLASTIC AND LEFT INSIDE THE BUILDING

DURING CONSTRUCTION.

I. OWNER SHALL DIRECT/MANAGE LOW VOLTAGE CABLING (DEMO/INSTALL) FOR THE SYSTEMS FURNITURE.

J. CONTRACTOR SHALL PROVIDE ELECTRICAL DISCONNECT AND RECONNECT OF ELECTRICAL FURNITURE WHIPS AND POWER POLES AS NEEDED AND AS

REQUIRED CONSISTENT WITH AS-BUILT FURNITURE PLANS.

K. CONTRACTOR WILL SHAMPOO CARPETS AFTER CONSTRUCTION IS COMPLETE AND BEFORE SYSTEMS FURNITURE IS INSTALLED.

L. CONTRACTOR SHALL REINSTALL SYSTEMS FURNITURE TO AS-BUILT PLAN AT END OF CONSTRUCTION PHASE.

2. OPTION 2, OVERNIGHT WORK: CONTRACTOR SHALL RESTRICT ALL INTERIOR WORK AND NOISY OR DISRUPTIVE WORK TO OCCUR OUTSIDE OF NORMAL BUSINESS HOURS. TYPICAL WORK HOURS TO BE MONDAY THROUGH FRIDAY 4PM TO MIDNIGHT (OR LATER AS NEEDED, OR ON WEEKENDS AS NEEDED). WORK

SHIFT SHALL BE COORDINATED WITH OWNER’S AUTHORIZED REPRESENTATIVE.

A. SEQUENCE OF INTERIOR WORK SHALL BE COORDINATED WITH OWNER’S AUTHORIZED REPRESENTATIVE.

B. GENERALLY, ALL FURNITURE AND COMPUTER EQUIPMENT WILL REMAIN AS IS AND MUST BE PROTECTED IN PLACE PRIOR TO THE START OF OVERNIGHT

ACTIVITIES AND CLEANED UP AND RETURNED TO THEIR PREVIOUS CONDITION BEFORE THE BEGINNING OF THE NEXT WORK DAY.

C. CONTRACTOR SHALL PROVIDE 8MIL VISQUENE BARRIER OR EQUIVALENT AROUND WORK AREAS TO MINIMIZE DUST.

D. UPON PRIOR COORDINATION WITH AND APPROVAL OF THE OWNER’S AUTHROIZED REPRESENTATIVE, CERTAIN FURNITURE WORKSTATIONS MAY BE

TEMPORARILY RELOCATED TO PROVIDE WORK AREAS THAT MAY REMAIN IN PLACE OVER MULTIPLE WORK DAYS.

E. CONTRACTOR SHALL PROVIDE TEMPORARY HEATING AND/OR COOLING FOR ALL AREAS THAT ARE IMPACTED BY WORK ON HVAC SYSTEMS FOR THE

DURATION OF THAT PORTION OF THE WORK.

F. AT LEAST ONE SET OF WORKING RESTROOMS ON THE GROUND FLOOR MUST BE AVAILABLE FOR USE AT ALL TIMES. ALTERNATIVELY, ONE ADA COMPLIANT

PORTABLE RESTROOM MAY BE PROVIDED IN THE PARKING LOT FOR STAFF AND PUBLIC USE FOR THE DURATION OF THE RESTROOM WORK. IN THAT SCENARIO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, HVAC, POWER, WATER, AND SANITATION SERVICE FOR THE TEMP RESTROOM.

ADDITIONAL NOTES:

1. AT THE CONTRACTOR'S OPTION, THE EXISTING SUSPENDED CEILING MAY BE DEMOLISHED AND REPLACED WITH COMPARABLE NEW AT END OF PROJECT OR

DISASSEMBLE, STORE, AND REINSTALL EXISTING CEILING AS OR WHERE REQUIRED FOR THE COMPLETION OF THE WORK. FOR THE SECOND OPTION, ANY DAMAGED CEILING TILES NOT NOTED AT THE START OF CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE.

2. ALL EXISTING WALLS THAT REQUIRE BEING OPENED FOR ANY DEMOLITION WORK, ADDITION OF NEW FRAMING, MODIFICATIONS TO MEP ITEMS, OR ANY OTHER REASON, SHALL BE PATCHED AND PAINTED TO RETURN TO THEIR PREVIOUS APPEARANCE.

PROJECT #

DATE:

REVISIONS

SHEET:

A1.01

07/26/2024

2024-038

G O

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B U

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1" = 10'-0"

SITE PLAN N

0' 5' 10' 30'20'

'-6

'-0

AUTO DOOR OPERATOR BUTTON SET IN

BOLLARD.

PROVIDE WALL STOP FOR FOOR ON DOOR

SIDE OF BOLLARD. POSITION BOLLARD

SUCH THAT DOOR HANDLE MAKES

CONTACT WITH STOP WHEN OPEN 90

DEGREES.

H.S.S. 6" x 3" x 3/16" WITH CAP ON TOP.

9" x 7" x 3/8" STEEL PLATE W/ (2) EXPANSION

ANCHORS. ACCOUNT FOR SLOPE OF

CONCRETE SIDEWALK WHEN SETTING AND

WELDING TUBE STEEL.

SAWCUT EXISTING CONCRETE AS REQUIRED

TO CONCEAL CONDUIT FROM BUILDING

UNDERGROUND TO WIHTIN TUBE STEEL.

PATCH PAVEMENT AS REQUIRED.

SEE PLAN LOCATION FOR LOCATION OF

BOLLARDS.

PLAN VIEW .080 SHEET ALUM. PAINT BOTH SIDES

WHITE HANDICAP SYMBOL IN BLUE FIELD

2" HIGH GREEN LETTERS (HELVETICA

NARROW MEDIUM)

3/8" GREEN STRIPE

2" X 2" GALV. STEEL TUBE POST (CAP TOP OF

POST). EMBED IN 12" DIA. CONC TO DEPTH

OF 3'-6". SECURE SIGNS WITH (2) STAINLESS

STEEL R.H. SCREWS & WASHERS (PAINT

WHITE)

LINE AT GRADE

RESERVED

PARKING

1'-0"

'-6

'-0 C

3" 6" 3"

ACCESSIBLE

VAN

" 2" HIGH GREEN LETTERS (HELVETICA

NARROW MEDIUM)

1 1/2" HIGH GREEN LETTERS (HELVETICA

NARROW MEDIUM)

PROVIDE "VAN ACCESSIBLE" SIGN WHERE

INDICATED ON SITE PLAN

SIGN R7-8 & R7-8a

BLUE FIELD

PAINT WHITE

3'-6"

5 1/4" 2'-7 1/2" 5 1/4"

'-1

'-6

3"2"

1' - 0

2" 3" 4"

REFER TO OREGON TRANSPORTATION

COMMISSION STANDARDS FOR ACCESSIBLE

PARKING PLACES, AUGUST 2018. FIGURE 6

ON PAGE 11.

.080 SHEET ALUM. PAINT BOTH SIDES

WHITE HANDICAP SYMBOL IN BLUE FIELD

3" HIGH RED LETTERS (HELVETICA NARROW

MEDIUM)

3/8" RED STRIPE

2" X 2" GALV. STEEL TUBE POST (CAP TOP OF

POST). EMBED IN 12" DIA. CONC TO DEPTH

OF 3'-6". SECURE SIGNS WITH (2) STAINLESS

STEEL R.H. SCREWS & WASHERS (PAINT

WHITE)

LINE AT GRADE

PARKING

1'-0"

'-6

'-0 C

'-0

4" 4" 4"

SIGN OR7-9

ACCESS AISLE

1.5" HIGH RED LETTERS (HELVETICA

NARROW MEDIUM)

WHERE SIGN CANNOT BE PLACED DIRECTLY

BEHIND ACCESS AISLE DUE TO

INTERFERENCE WITH ACCESSIBLE ROUTE,

OFFSET SIGN TO SIDE OF ACCESS AISLE

AND ADD SIGN OR7-9A (ARROW SIGN) PER

ODOT ACCESSIBLE PARKING STANDARDS.

2'-0" DIA.

'-0

'-4

FILL PIPE W/ CONCRETE W/

CROWN.

3 BANDS OF 3" WIDE

REFLECTING SAFETY TAPE.

6" DIA. PIPE COLUMN.

PRIME & PAINT.

CONCRETE FOOTING W/ CROWN.

LINE AT GRADE.

PAVING OVER BASE AS OCCURS.

(4) #3 REBAR TIES & (4) #4

VERTICAL REBAR.

PROJECT #

DATE:

REVISIONS

SHEET:

A1.02

07/26/2024

2024-038

G O

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S E P

E S

R O

S E B U

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3/4" = 1'-0"

ADA BOLLARD

1" = 1'-0"

ACCESSIBLE VAN OR WHEELCHAIR PARKING SIGN

1" = 1'-0"

ACCESSIBLE PARKING SPACE SYMBOL

0" 2 4'6" 1' 0' 1'-0" 2'-0" 3'-0"8"4"

1" = 1'-0"

NO PARKING SIGN

0' 1'-0" 2'-0" 3'-0"8"4"0' 1'-0" 2'-0" 3'-0"8"4"

3/4" = 1'-0"

EXTERIOR PIPE BOLLARD

0" 2 4'6" 1'

1 1

7 7

5 5

4 4

B A2.02

A2.01 2

A2.01

3 3

2 2

6 6

7 7

5 5

8 8

MECH.

MEETING

MEN

WOMEN

JANITOR

OFFICE

MEETING

STORAGE

WOMEN

MEN

STORAGE

STAIR

STOR.

STAIR

OPEN OFFICE

HALL

DEMOLITION PLAN NOTES:

1 DEMOLISH EXISTING RESTROOMS, INCLUDING

FIXTURES, FINISHES, ACCESSORIES, WALLS AND

DOORS AS INDICATED.

2 DEMOLISH EXTERIOR WINDOWS, CURTAIN WALL

SYSTEM, AND STOREFRONT ENTRANCE DOORS.

4 DEMOLISH CASEWORK AND SINK

5 DEMOLISH DOOR AND FRAME

6 EXISTING ELECTRICAL PANEL TO REMAIN. SEE

ELECTRICAL DRAWINGS.

7 EXISTING COLUMN TO REMAIN, TYP.

3 DEMOLISH EXISTING DRINKING FOUNTAIN

8 DEMOLISH ALL EXISTING FLOORING IN THIS AREA.

PREP SUBFLOOR FOR NEW.

9 DEMOLISH EXISTING SHAFT WALLS AND ELNLARGE

SHAFT OPENING THROUGH FLOOR AS REQUIRED FOR

NEW DUCTWORK PER MECHANICAL.

10 CUT NEW SHAFT OPENING IN CLOSET FOR NEW

DUCTWORK PER MECHANICAL.

ALTERNATE NOTES:

A1 ALTERNATE 1: DEMOLISH REAR (STAFF) RESTROOMS,

INCLUDING FIXTURES, FINISHES, ACCESSORIES, WALLS,

CEILINGS, LIGHTING, EXHAUST, AND DOORS.

PROVIDE NEW RESTROOMS AS INDICATED. BASE BID

TO ASSUME MECHANICAL AND LIGHTING REVISIONS.

A2 ALTERNATE 2: DEMOLISH EXISTING FLOORING & BASE

IN STAFF ROOM 208. PREP AND INSTALL NEW

FLOORING & BASE AS INDICATED

LEGEND:

EXISTING

DEMOLISHED

NEW