AEC PROJECT NUMBER

REVISIONS

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20245144004

CITY OF EUGENE

EUG CANOPY REPAIRS AND IMPROVEMENTS

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

100% DESIGN

02/27/2026

309 W 4TH AVE,

STE 201

EUGENE, OR 97401

ELECTRICAL: KCL ENGINEERING STRUTURAL: HOHBACH-LEWIN, INC.

296 EAST FIFTH AVE.

SUITE 302

EUGENE, OR 97401

BUILDING ID: BLDG. ID

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

RS&H OREGON

ARCHITECTS-ENGINEERS-PLANNERS, P.C

4582 S. ULSTER ST., SUITE 1100

DENVER, CO 80237

303-409-9700 www.rsandh.com

Oregon Registration No. 0871AF

NO. DESCRIPTION DATE

CANOPY REPAIRS & IMPROVEMENTS

ISSUED FOR BID AND PERMIT

03/05/2026

GEOTECH: FOUNDATION ENGINEER

820 NW CORNELL AVE.

CORVALLIS, OR 97330

FIRE-RATED CONSTRUCTION (IBC)

CODE ANALYSIS

2025 RENOVATION - TYPE IIIB, NO CHANGE

PREVIOUS CONSTRUCTION TYPE DESIGNATIONS:

2014 RENOVATION - TYPE IIIB (ENTIRE BUILDING), NO CHANGE

2008 RENOVATION - EAST BLDG IIIA AND WEST BLDG IIA

1988 NEW CONSTRUCTION - EAST BLDG TYPEII- 1 HR(SUBSTITUTION PER UBC SECTION 508; WEST

BLDG TYPE III-1HR)

PRIMARY STRUCTURAL FRAME NOT RATED, NO CHANGE

BEARING WALLS,EXTERIOR 2 HOURS, NO CHANGE

BEARING WALLS, INTERIOR NOT RATED, NO CHANGE

NONBEARING PARTITIONS, INTERIOR NOT RATED, NO CHANGE

FLOOR CONSTRUCTION NOT RATED, NO CHANGE

ROOF CONSTRUCTION NOT RATED, NO CHANGE

FIRE-RATED SEPARATIONS (IBC/LSC)

THE FOLLOWING FIRE RATED SEPARATIONS ARE REQUIRED:

TYPE RATING

SHAFTS (707.3.1) 1 HOUR, NO CHANGE (PER 713.4 FOR BUILDINGS OVER 4 STORIES)

ATRIUM SEPARATION (707.3.6) 1 HOUR, NO CHANGE

NOT RATED PER 1020.1 EXCEPTION 8 IN 2010 OSSC, NO CHANGE

TENANT SEPARATION (708.1) 1 HOUR, NO CHANGE

MEANS OF EGRESS (IBC)

MAXIMUM TRAVEL DISTANCE (TABLE 1016.2)

GROUP A2/ ASSEMBLY - 250 FT

GROUP A3/ ASSEMBLY - 250 FT

GROUP B/ BUSINESS - 300 FT

MAXIMUM DEAD-END CORRIDOR (1018.4)

GROUP A - 20 FT

GROUP B - 50 FT

EGRESS STAIR WIDTH (LSC 7.3.3.2) - .3" PER OCCUPANT

EGRESS WIDTH PER PERSON (LSC 7.3.3.2) - .2" PER OCCUPANT

MINIMUM CORRIDOR WIDTH (LSC12.2.3.8, 38.2.3.2) 44"

THE GENERAL SCOPE OF THE PROJECT AREA B, C AND D INCLUDES REPAIRS AND RENOVATIONS TO THE EXTERIOR CANOPIES AND EXISTING ROOF OF THE MAIN TERMINAL BUILDING. BUILDING OCCUPANCY AND CONSTRUCTION TYPE

PROVIDED FOR REFERENCE ONLY, NO OCCUPANCY CHANGES OR INTERIOR RENOVATIONS.

CODE ANALYSIS

APPLICABLE CODES

MINIMUM STANDARD CODES :

1988 ORIGINAL BUILDING:

1986 OSSC-1985 UBC

2008 RENOVATION:

2006 INTERNATIONAL BUILDING CODE

2007 OREGON STRUCTURAL SPECIALITY CODE

2014 TERMINAL EXPANSION:

2010 OREGON STRUCTURAL SPECIALITY CODE

2010 OREGON MECHANICAL SPECIALITY CODE

2011 OREGON PLUMBING SPECIALITY CODE

2011 OREGON ELECTRICAL SPECIALITY CODE

2010 OREGON FIRE CODE

2010 OREGON ENERGY EFFICIENCY SPECIALITY CODE

2010 OREGON SOLAR INSTALLATION SPECIALITY CODE

2024 CONCOURSE A EXPANSION:

2022 OREGON STRUCTURAL SPECIALITY CODE - CHAPTER 34 EXISTING BUILDINGS

2022 OREGON MECHANICAL SPECIALITY CODE

2023 OREGON PLUMBING SPECIALITY CODE

2023 OREGON ELECTRICAL SPECIALITY CODE

2022 OREGON FIRE CODE

2021 OREGON ENERGY EFFICIENCY SPECIALITY CODE (OEESC) VIA ASHRAE 90.1-209

2022 NFPA1, 10

2022 NFPA 13

ICC 117.1-2017 ACCESSIBILITY CODE

OCCUPANCY CLASSIFICATION (IBC/LSC)

GROUP A3/ASSEMBLY

GROUP B/BUSINESS

GROUP M/MECHANTILE

BUILDING DATA

TOTAL GROSS BUILDING SQUARE FOOTAGE: 125,225 SF

NUMBER OF FLOORS: 2

HEIGHT OF BUILDING: 37'-8" OVERALL, NO CHANGE

SPRINKLERED: Y

PROJECT DESCRIPTION

FIRE-RATED CONSTRUCTION (IBC)

CODE ANALYSIS

UNDER TYPE IB CONSTRUCTION STRUCTURAL ELEMENTS REQUIRE THE FOLLOWING FIRE RATINGS

(TABLE 601):

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOUR

ROOF SECONDARY FRAMING 0 HOUR

OCCUPANT LOAD (IBC/LSC)

BUILDING IS NOT ENCLOSED, OCCUPANT LOAD IS NOT APPLICABLE

FIRE-RATED SEPARATIONS (IBC/LSC)

FIRE RATED SEPARATIONS ARE NOT APPLICABLE

MEANS OF EGRESS (IBC)

THE GENERAL SCOPE OF THE PROJECT AREA A INCLUDES REPAIRS TO THE EXTERIOR PARKING LOT CANOPIES. SIZE AND

CONSTRUCTION TO MATCH EXISTING. (CONSTRUCTION BY OTHERS)

CONSTRUCTION QUALIFIES AS TYPE IIB (TABLE 602)

TABLE 504.3 AND 504.4 PERMITS 2 STORY AND 55' HEIGHT FOR THE GROUP U OCCUPANCY.

THE ACTUAL HEIGHT IS 1 STORY AND 12FT.

TABLE 506.2 ALLOWS A MAXIMUM AREA OF 8,500 SF FOR TYPE IIB CONSTRUCTION FOR THE GROUP U OCCUPANCY.

THE ACTUAL AREA PER STORY IS 5,992 SQ.FT.

CODE ANALYSIS

APPLICABLE CODES

MINIMUM STANDARD CODES :

2019 OREGON STRUCTURAL SPECIALITY CODE (OSSC)

2021 OREGON ENERGY EFFICIENCY SPECIALITY CODE (OEESC)

2021 OREGON ELECTRICAL SPECIALITY CODE (OESC)

OCCUPANCY CLASSIFICATION (OSSC)

GROUP U/UTILITY: ACCESSORY OR MISCELLANEOUS STRUCTURE

BUILDING DATA

TOTAL GROSS BUILDING SQUARE FOOTAGE: 5,992 SF

NUMBER OF FLOORS: 1

HEIGHT OF BUILDING: 17'-0" OVERALL

SPRINKLERED: N

CONSTRUCTION CLASSIFICATION (IBC)

PROJECT DESCRIPTION

EXISTING EUGENE AIRPORT - BUILDING CODE ANALYSIS

(NOT IN SCOPE, FOR REFERENCE ONLY)

EUGENE AIRPORT - PARKING CANOPY (A) CODE ANALYSIS

BUILDING IS NOT ENCLOSED, MEANS OF EGRESS ARE NOT APPLICABLE

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

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100% DESIGN

LET

MKI

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS AND

IMPROVEMENTS

20245144004

02/27/2026

LET/MKI

G002

SHEET INDEX &

BUILDING CODE

ANALYSIS/PROJECT

INFORMATION

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

KEY PLAN:

A B

C

D

N

PN

NO. DESCRIPTION DATE

SHEET INDEX

SHEET NUMBER SHEET NAME

00 GENERAL

G001 COVER SHEET

G002 SHEET INDEX & BUILDING CODE ANALYSIS/PROJECT INFORMATION

G003 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

G101 OVERALL FIRST FLOOR LIFE SAFETY PLAN

G702 PHASE LAYOUT

06 STRUCTURAL

S001 GENERAL STRUCTURAL NOTES AND SYMBOLS

S101A AREA A - ROOF FRAMING PLANS (CONSTRUCTION BY OTHERS)

S101B AREA A - ROOF FRAMING PLANS_ALTERNATE 2 - (CONSTRUCTION BY OTHERS)

S102 AREA B - ROOF FRAMING PLANS

S106 AREA D - ROOF FRAMING PLANS

S201 STRUCTURAL ELEVATIONS

S801 AREA C - STRUCTURAL DETAILS

S802 AREA B - STRUCTURAL DETAILS

S803 AREA A - STRUCTURAL DETAILS (CONSTRUCTION BY OTHERS)

07 ARCHITECTURAL

AS101 OVERALL ARCHITECTURAL SITE PLAN

AD101 OVERALL DEMOLITION PLAN

A101 OVERALL PLANS_ AREA A

A102 OVERALL PLANS_ AREA B

A103 OVERALL PLANS_ AREA B AND AREA C

A104 OVERALL PLAN_AREA D

A201 OVERALL CANOPY ELEVATIONS AND SECTIONS_AREA A

A202 OVERALL CANOPY ELEVATIONS AND SECTIONS_AREA B

A203 OVERALL CANOPY ELEVATIONS AND SECTIONS_AREA C

14 ELECTRICAL

E000 GENERAL NOTES & SYMBOLS

EDS101 OVERALL DEMOLITION SITE PLAN

ED102 ENLARGED DEMO CEILING PLAN - AREA A

ES101 OVERALL ELECTRICAL SITE PLAN

E101 ENLARGED CEILING PLAN - AREA A

03/05/2026

ISSUED FOR BID

AND PERMIT

AD RE CR HET ITSI EG CE TR

MARK IP

RIVERSIDE, IL

ARI-14151

ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS

1-HOUR RATED WALL 2-HOUR RATED WALL

3-HOUR RATED WALL SMOKE RATED WALL

BATT INSULATION CONCRETE

EARTH EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER MASONRY - BRICK

PLYWOOD

RIGID INSULATION STEEL

MATERIAL SYMBOLS

STUCCO / E.I.F.S.

GRAVELGRASS

MASONRY - CONCRETE BLOCK

TILE / CARPET

XX View Name

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

DOOR TAG

CALLOUT HEAD & REGION

A101 A1

SIM

BUILDING SECTION

KEYNOTE

VIEW TITLE LEVEL HEAD

A1 A101

SIM

A1 A101

SIM

A1 A101

SIM

A1

A101

SIM

Name Elevation

ROOM TAG WALL TAG

XXX

DETAIL SECTION

WINDOW & STOREFRONT TAG

MATERIAL TAG

VIEW REFERENCE

REVISION TAG

NORTH ARROW

XX

A101 A101

ELEVATION - EXTERIOR ELEVATION - INTERIOR

WALL SECTION

CEILING TAG

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

A.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE.

THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS - REFER TO SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.

THE TERMS RENOVATE AND REHABILITATE ARE USED INTERCHANGEABLY IN THESE DOCUMENTS.

NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS MUST BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.

DO NOT SCALE DIMENSIONS FROM DRAWINGS - THE CONTRACTOR MUST REQUEST NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS FROM THE ARCHITECT.

DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.

DRAWING NOTES AND SPECIFICATIONS ARE INSTRUCTIONS TO THE CONTRACTOR AND APPLY TO ALL THE WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN ELSEWHERE ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS - IN THE EVENT OF CONFLICTING INSTRUCTIONS, THE ARCHITECT MUST DETERMINE WHAT CONTROLS THE CONTRACT DOCUMENTS ARE COMPLEMENTARY WHAT IS REQUIRED BY ONE MUST BE REQUIRED BY ALL.

PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS – THE GENERAL CONTRACTOR MUST EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS. GENERAL CONTRACTOR MUST VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION - THE CONTRACTOR MUST SUPERVISE CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED.

CONTRACTOR MUST BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK OF THE SUB-CONTRACTORS - THE CONTRACTOR MUST BE RESPONSIBLE TO COORDINATE WITH THE BUILDING OWNER, TENANT OR HIS REPRESENTATIVES

THE DELIVERY AND INSTALLATION OF ITEMS BEING PROVIDED AND INSTALLED BY OTHERS.

MECHANICAL, PLUMBING AND ELECTRICAL WORK RELATED TO DEMOLITION AND NEW INSTALLATION OF COMPONENTS MUST COMPLY WITH ALL APPLICABLE CODES.

ALL MATERIALS, FABRICATION AND INSTALLATION MUST COMPLY WITH THE APPLICABLE REQUIREMENTS AND SPECIFICATIONS FOR EACH DIVISION OF WORK.

CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION.

CONTRACTOR MUST BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS INCLUDED IN THESE CONTRACT DOCUMENTS - SOME ITEMS IN THESE DOCUMENTS MAY REQUIRE LONG LEAD TIMES OR SPECIAL COORDINATION. SUBSTITUTIONS

WILL NOT BE ALLOWED FOR MATERIAL NOT ORDERED IN A TIMELY FASHION.

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, (BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE

WORK.

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION - ALL DISCREPANCIES MUST BE NOTED AND SENT TO THE ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT PORTION OF THE

WORK IN ORDER TO AVOID PROJECT DELAYS.

CONTRACTOR MUST CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK.

CONTRACTOR MUST PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED.

ALL REQUESTS FROM INFORMATION PROMPTED BY THE BUILDING OFFICIALS MUST INCLUDE A COPY OF THE BUILDING OFFICIALS ’ COMMENTS AND THE BUILDING INSPECTORS FIELD REPORT TO ENSURE AN ACCURATE AND TIMELY RESPONSE.

CONTRACTOR AND SUBCONTRACTOR MUST ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS.

CONTRACTOR MUST COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS.

ALL EXISTING EQUIPMENT AND FINISHES THAT ARE SCHEDULED OR NOTED TO REMAIN WILL BE PROTECTED BY THE CONTRACTOR. PHOTOGRAPHS OF EXISTING CONDITIONS MUST BE PROVIDED BY THE CONTRACTOR TO DOCUMENT PRE-EXISTING

DAMAGE & FINISH CONDITIONS.

THE CONTRACTOR MUST COORDINATE ALL DEMO AND NEW WORK ACTIVITIES WITH THE AIRPORT PRIOR TO PROCEEDING.

MOCK UPS (AS REQUIRED) MUST BE CONSTRUCTED BY THE CONTRACTOR PRIOR TO BEGINNING DEMOLITION WORK.

DO NOT USE ESCALATORS OR STAIRS FOR MOVING EQUIPMENT AND OR MATERIALS UNLESS COORDINATED WITH AIRPORT FACILITIES/OPERATIONS. WHEN USING ELEVATOR, ELEVATOR WALL, SIDES AND CEILING MUST BE PROTECTED FROM DAMAGE, ALL DAMAGE IS THE RESPONSIBILITY OF GENERAL CONTRACTOR AND MUST BE CORRECTED PRIOR TO PROJECT COMPLETION.

THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS

PROJECT.

WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED.

ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.

OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES MUST BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS.

MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE RATED WALL, FLOOR, AND CEILING ASSEMBLIES.

PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS AND COORDINATE THE INSTALLATION WITH THE EXTERIOR WALL. FIRE RATING OF SAFING MUST MATCH FIRE RATING OF FLOOR CONSTRUCTION.

FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF TOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL-MOUNTED DOOR STOPS, HANDRAILS, WALL-MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.

LOCATE ACCESS PANELS AS INDICATED ON DRAWINGS. FOR ACCESS PANELS NOT SHOWN BUT REQUIRED BY PROVISIONS OF THE CONTRACT DOCUMENTS, LOCATED IN ACCORDANCE WITH APPLICABLE CODES. SUBMIT PROPOSED LOCATIONS TO

THE ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION.

ALL NON-GALVANIZED EXTERIOR EXPOSED STEEL TO RECEIVE HIGH PERFORMANCE COATING UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS.

DO NOT OBSTRUCT ACCESS TO EXISTING EXITS, OR REDUCE THE WIDTH OF PUBLIC CORRIDORS.

PENETRATIONS IN THE EXTERIOR BUILDING WALL ARE NOT ALLOWED, INCLUDING THOSE REQUIRED FOR OUTLETS AND BLOCKING.

FULLY LAY OUT GRID, WALL, AND OPENING PLACEMENT IN AN AREA PRIOR TO START OF PARTITION CONSTRUCTION. VERIFY THAT DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS INDICATED IN THE DOCUMENTS. REFER ANY DIMENSIONAL INCONSISTENCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE START OF PARTITION CONSTRUCTION.

FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS OTHERWISE NOTED.

LEVEL FLOORS THAT EXCEED 1/4" VARIANCE IN A 10'-0" RADIUS.

12'-0"

XXXX

CEILING TYPE

CEILING HEIGHT

*NOTE - REFER TO PARTITION TYPE SHEET FOR INFO ON TAG

PT-1

FURNITURE & EQUIPMENT TAG TOILET ACCESSORY TAG

1i 1i

ROOM NAME

N

PN

X#-X

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

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100% DESIGN

LET

MKI

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS AND

IMPROVEMENTS

20245144004

02/27/2026

LET/MKI

G003

GENERAL NOTES,

ABBREVIATIONS AND

SYMBOLS

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

& AND

@ AT

A/C AIR CONDITIONER

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFS ABOVE FLOOR SLAB

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE OR APPROXIMATELY

ARCH ARCHITECTURE, ARCHITECTURAL

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMI BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC

BID BAGGAGE INFORMATION DISPLAY

BIM BUILDING INFORMATION MODELING

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BUR BUILT-UP ROOFING

CFMF COLD FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CL OTS CENTERLINE OF TENANT SEPARATION

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COLS COLUMNS

CONC CONCRETE

CONT CONTINUOUS

DIA DIAMETER

DR DOOR

DS DOWNSPOUT

DTL OR DET DETAIL

DWG DRAWING

EA EACH

EFS EXTERIOR FACE OF SHEATHING

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATION

ENG ENGINEER, ENGINEERING

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ERD EMERGENCY ROOF DRAIN

ETD ESTIMATED TRAVEL DISTANCE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FID FLIGHT INFORMATION DISPLAY

FIN. FINISH, FINISHED

FLR FLOOR

FO FACE OF

FOB FACE OF BRICK

FOP FACE OF POST

FRP FIBER REINFORCED PANEL

FT FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GID GATE INFORMATION DISPLAY

GL GLASS

GP GLOSSY PAINT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HDW HARDWARE

HGT OR HT HEIGHT

HKS HOOKS

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING VENTILATION & AIR CONDITIONING

i.e. THAT IS, SUCH AS

ID INSIDE DIAMETER

IFS INTERIOR FACE OF STUD

IN. INCH, INCHES

INSUL INSULATION

INT INTERIOR

JAN. JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

LAM LAMINATE

LAV LAVATORY

LB POUND

LDG LANDING

LONG. LONGITUDINAL

LRV LOUVER

LT LIGHT

LTG LIGHTING

LVP LUXURY VINYL PLANK

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX. MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, & PLUMBING

MFGR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFIED

MSC MISCELLANEOUS

MTL METAL

MUFID MULTI-USER FLIGHT INFORMATION DISPLAY

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OPG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH ACT

OVHD OVERHEAD

PBB PASSENGER BOARDING BRIDGE

PDU POWER DISTRIBUTION UNIT

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRE-FAB PRE-FABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RAF RAISED ACCESS FLOOR

RAG RETURN AIR GRILLE

RB RUBBER BASE

RD ROOF DRAIN

RECEP RECEPTION, RECEPTIONIST

REF REINFORCING, REINFORCEMENT

REQ'D REQUIRED

REV REVISED, REVISION

RO ROUGH OPENING

SC SEALED CONCRETE

SCHED SCHEDULE

SCW SOLID CORE WOOD

SECT SECTION

SF SQUARE FEET

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SGP SEMI-GLOSS PAINT

SHT SHEET

SHTS SHEETS

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SQ IN. SQUARE INCHES

SS SERVICE SINK

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

T&G TONGUE & GROOVE

TEL TELEPHONE

TG TEMPERED GLASS

TO STL TOP OF STEEL

TOB TOP OF BRICK, TOP OF BEAM

TOS TOP OF STEEL, TOP OF SLAB

TOSH TOP OF SHEATHING

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VCT OR VT VINYL COMPOSITION TILE

VDC VIRTUAL DESIGN & CONSTRUCTION

VERT VERTICAL

VR VIRTUAL REALITY

W/ WITH

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WMP WIRE MESH PARTITION

WWF WELDED WIRE FABRIC

YD YARD

Ø DIAMETER

KEY PLAN:

A B

C

D

N

PN

NO. DESCRIPTION DATE

03/05/2026

ISSUED FOR BID

AND PERMIT

AD RE CR HET ITSI EG CE TR

MARK IP

FEC

NOPA

RK

IN

G

C C

C C

C C

C

TW A9

TW L

TW

P

TW A5

TW D

TW E

TW A4

TW A2

TW A1

TW C

TW B1

TW B2

TW B3

TW R

TW B4

TW M

TW

B

TW

K

TW J

TW H

TW

A

TW

A

TW

A

TW

P

TW

K

TW C

TW M

TW

B

TW

B

TW C

RW

6L -3

4R

RU

NW

AY

R-

L

TW A3

CA

RG

O

AP

RO

N

.4

AIR

CAR

GO

RAM

P

WE

YE

RH

AE

US

ER

FE

C

FEC

FE

C

FEC

FE

C

FE

C

FE

C

FE

C

FE

C

FE

C

38'

59'

13' 54'

54'

18'

18'

5'

11'

17'

33'

78'

20'

5'

32'

13'

103'

22'

45' 9'

7'

20' 29'

19' 28'

58'

21'

33'

20'

5' 44'

131'

9'

6'

10'

2'

10' 27'

12' 7'

10'

21'

38'

40'

34'

32'

93'

17'

SYMBOL LEGEND

LIFE SAFETY LEGEND

ESCAPE ROUTE TRAVEL PATH

PARTITION LEGEND

FIRE EXTINGUISHER CABINET

EXIT

EXIT SIGN

NON-RATED WALL SYSTEM

1-HOUR RATED WALL SYSTEM

2-HOUR RATED WALL SYSTEM

3-HOUR RATED WALL SYSTEM

SMOKE RATED WALL SYSTEM

NOTE: REFER TO PARTITION TAGS ON PLANS FOR PARTITION TYPE DETAILS

EXIT

1N

2N

1S

2S

3S

4S

KL

MNOPQRST

.9N

1.1S

2.1S

3.1S

4.1S

NS

3N

4N

5N

6N

7N

8N

9N

10N

11N

12N

5S

6S

7S

8S

9S

10S

11S

12S

13S

ABDEFGIJ

14S

H C

15S

UVWXY

1.2S

A2 B2 C2 D2 E2 F2 G2 H2 J2 K2 L2 A3 B3 C3 D3 E3 F3 G3 H3 J3 K3 L3 M3 A4 B4 C4 D4 E4 F4 G4 H4 J4 K4 L4

PROJECT AREA A- CONSTRUCTION BY OTHERS

PROJECT AREA B

PROJECT AREA C

PROJECT AREA D

201 / 360 OCC.

319 / 360 OCC.

317 / 360 OCC.

317 / 360 OCC.

317 / 360 OCC.

317 / 360 OCC.

317 / 360 OCC.

EXIT EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

133' 133'

0' 39'

221' 254'

0' 222'

0' 89'

0' 70'

0' 71'

19' 73'

53' 92'

61' 70'

0' 51'

0' 17'

0' 78'

ALL PATHS OF TRAVEL AND EXIT CAPACITIES

ARE EXISTING AND UNCHANGED AND

PROVIDED FOR REFERENCE ONLY.

SCALE: = 40'-0"

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

0 40 8040

1"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

2/

/2

3:

:1

PM

Au to de sk

D oc s:

//2

_E

U G

C an op y

R ep ai r a nd Im pr ov em en ts /2

_E

U G

_C an op y

R ep ai r a nd Im pr ov em en ts _A

_R

.rv t

100% DESIGN

LET

MKI

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS AND

IMPROVEMENTS

20245144004

02/27/2026

LET/MKI

G101

OVERALL FIRST

FLOOR LIFE SAFETY

PLAN

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

KEY PLAN:

A B

C

D

N

PN

N

PN

SCALE: 1" = 40'-0"

A1 OVERALL LIFE SAFETY PLAN

NO. DESCRIPTION DATE

03/05/2026

ISSUED FOR BID

AND PERMIT

AD RE CR HET ITSI EG CE TR

MARK IP

FE

C

FEC

FE

C

FEC

FE

C

FE

C

FE

C

FE

C

FE

C

FE

C

1N

2N

1S

2S

3S

4S

KL

MNOPQRST

.9N

1.1S

2.1S

3.1S

4.1S

NS

3N

4N

5N

6N

7N

8N

9N

10N

11N

12N

13N

14N

5S

6S

7S

8S

9S

10S

11S

12S

13S

ABDEFGIJ

14S

H C

15S

UVWXY

1.2S

A2 B2 C2 D2 E2 F2 G2 H2 J2 K2 L2 A3 B3 C3 D3 E3 F3 G3 H3 J3 K3 L3 M3 A4 B4 C4 D4 E4 F4 G4 H4 J4 K4 L4

1.

2.

3.

A.

4.

5.

6.

7.

1.

2.

3.

(BY OTHERS) CANOPY A WORK CONSISTS OF:

DEMOLITION OF EXISTING LIGHTING FIXTURES AND

SURROUNDING WOOD ENCLOSURE

CONSTRUCTION OF NEW LIGHTING FIXTURES

DEMOLITION AND INSTALLATION OF (31) NEW GLULAM

BEAMS ON SOUTH SIDE OF CANOPY (BASE BID)

REPAIR OF DAMAGED BEAMS (100 CUBIC INCHES PER

BEAM) AND REPLACEMENT OF (4) BEAMS IN THEIR

ENTIRETY (ALT 2)

DEMOLITION OF EXISTING BUILT UP ROOF AS REQUIRED

FOR NEW TPO ROOF.

INSTALLATION OF NEW TPO ROOF

RESTORATION OF EXISTING LAMINATED WOOD DECKING.

SEE UNIT PRICE SPECIFICATIONS AND STRUCTURAL

DRAWINGS.

SAND AND STAIN ALL EXPOSED WOOD AREAS WD-1, TYP.

PHASING NOTES:

ONLY ONE CANOPY MAY BE CLOSED AT A TIME.

PROVIDE BARRICADES TO PREVENT PASSENGERS FROM

ENTERING WORK AREA.

PROVIDE DUST CONTROL TO PREVENT DUST FROM

EXITING CURRENT PHASE CONSTRUCTION AREA.

1.

2.

3.

A.

4.

1.

2.

3.

4.

5.

CANOPY B WORK CONSISTS OF:

DEMOLITION OF EXISTING DAMAGED GLULAM BEAM AT

GRIDLINE 2.1S

INSTALLATION OF NEW GLULAM BEAM

DEMOLITION AND REPLACEMENT OF METAL TRIM

BETWEEN AND AROUND GLULAM BEAMS (BASE BID)

REFINISH IN PLACE OR REMOVE AND REFINISH OFF-

SITE ALL METAL TRIM BETWEEN AND AROUND GLULAM

BEAMS (ALT 1)

SAND AND STAIN ALL EXPOSED WOOD AREAS WD-1, TYP

INCLUDING SOFFIT AND EXISTING GLULAM BEAMS

PHASING NOTES:

LIMIT CLOSURE OF CANOPY AREAS DIRECTLY IN FRONT OF

DOORS TO MAX ONE AT A TIME. PROVIDE PROPOSED

PHASING OF CLOSURES TO AIRPORT FOR REVIEW AND

APPROVAL.

LIMIT CLOSURE OF NON-ENTRANCE CANOPY AREAS TO

MAX TWO BAYS AT ONE TIME.

WHERE EXISTING SECURITY CAMERAS MUST BE REMOVED,

REMOVE AND REINSTALL ON TEMPORARY FRAMING TO

MINIMIZE INTERRUPTIONS. COORDINATE WITH AIRPORT

PRIOR TO ANY SERVICE INTERRUPTION.

PROVIDE BARRICADES TO PREVENT PASSENGERS FROM

ENTERING WORK AREA.

PROVIDE DUST CONTROL TO PREVENT DUST FROM

EXITING CURRENT PHASE CONSTRUCTION AREA.

1.

A.

2.

1.

2.

3.

4.

5.

CANOPY C WORK CONSISTS OF:

DEMOLITION AND REPLACEMENT OF METAL TRIM

BETWEEN AND AROUND GLULAM BEAMS (BASE BID)

REFINISH IN PLACE OR REMOVE AND REFINISH OFF-

SITE ALL METAL TRIM BETWEEN AND AROUND GLULAM

BEAMS (ALT 1)

SAND AND STAIN ALL EXPOSED WOOD AREAS WD-1, TYP

INCLUDING SOFFIT AND EXISTING GLULAM BEAMS.

PHASING NOTES:

LIMIT CLOSURE OF CANOPY AREAS DIRECTLY IN FRONT OF

DOORS TO MAX ONE AT A TIME. PROVIDE PROPOSED

PHASING OF CLOSURES TO AIRPORT FOR REVIEW AND

APPROVAL.

LIMIT CLOSURE OF NON-ENTRANCE CANOPY AREAS TO

MAX TWO BAYS AT ONE TIME.

WHERE EXISTING SECURITY CAMERAS MUST BE

REMOVED, REMOVE AND REINSTALL ON TEMPORARY

FRAMING TO MINIMIZE INTERRUPTION. COORDINATE WITH

AIRPORT PRIOR TO ANY SERVICE INTERRUPTION.

PROVIDE BARRICADES TO PREVENT PASSENGERS FROM

ENTERING WORK AREA.

PROVIDE DUST CONTROL TO PREVENT DUST FROM

EXITING CURRENT PHASE CONSTRUCTION AREA.

1.

2.

3.

1.

2.

3.

4.

5.

AREA D WORK CONSISTS OF:

DEMOLITION OF ROOF ASSEMBLY FROM ABOVE TO

ACCESS DAMAGED GUTTER FRAMING BEAMS AND

DECKING.

INSTALLATION OF NEW TRENCH DRAIN FRAMING AND

DECKING.

RESTORATION OF ROOF ASSEMBLY INCLUDING VAPOR

BARRIER, INSULATION, TPO ROOFING WITH WALK PADS,

AND ROOF DRAIN CONNECTION.

PHASING NOTES:

ACCESS STRUCTURE FROM ROOF ONLY.

IF ACCESS FROM BELOW IS REQUIRED, PROVIDE

SCAFFOLDING WITH PEDESTRIAN CANOPIES SO AS TO

ALLOW FULL UNINTERRUPTED PASSENGER CIRCULATION

FROM THE FIRST FLIGHT AT 4AM UNTIL THE LAST FLIGHT IN

THE EVENING.

IF SCAFFOLDING IS REQUIRED, INSTALL SCAFFOLDING

ONLY AFTER THE LAST FLIGHT OF THE DAY HAS ARRIVED

AND BEFORE THE FIRST FLIGHT AT 4AM. COORDINATE

CLOSURE TIMES WITH AIRPORT.

PROVIDE BARRICADES TO PREVENT PASSENGERS FROM

ENTERING WORK AREA.

PROVIDE DUST CONTROL TO PREVENT DUST FROM

EXITING CURRENT PHASE CONSTRUCTION AREA.

PROJECT AREA A- CONSTRUCTION BY OTHERS

PROJECT AREA B

PROJECT AREA C

PROJECT AREA D

CONSTRUCTION BOUNDARY - REFER TO PLAN FOR

SPECIFIED BARRIER TYPE. SEE G700 FOR DETAILS

NOT IN SCOPE

LEGEND

UNDER CONSTRUCTION

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

THE CONTRACTOR SHALL SUBMIT A DETAILED PHASING PLAN AND SCHEDULE TO THE ARCHITECT AND AIRPORT FOR REVIEW AND APPROVAL. THE PHASING NOTES INCLUDED IN THESE CONTRACT DOCUMENTS ARE ADVISORY AND MAY BE MODIFIED SUBJECT TO APPROVAL BY THE ARCHITECT AND

AIRPORT AUTHORITIES. THE CONTRACTOR TO COORDINATE ALL THE PHASING EFFORTS WITH

AIRPORT AND AFFECTED CONCESSIONS.

THE CONTRACTOR WILL HOLD A MEETING WITH THE AIRPORT TO DISCUSS EACH PHASE OF WORK

BEFORE IT BEGINS;

IDENTIFYING AREAS IMPACTED

GIVE A SCHEDULE OF WORK

RESPOND TO ISSUES AND CONCERNS

THE CONTRACTOR TO MINIMIZE THE IMPACT ON THE AIRPORT OPERATIONS AND PASSENGERS AS

MUCH AS POSSIBLE AND MAKE ACCOMMODATIONS AS NECESSARY.

PHASE CONSTRUCTION AS NECESSARY TO ENSURE THAT EXITS ARE NOT OBSTRUCTED OR

REDUCED IN WIDTH. IF EXITS MUST BE OBSTRUCTED DURING CONSTRUCTION, PROVIDE ALTERNATE EXIT ROUTES DURING EACH PHASE OF CONSTRUCTION. MINIMIZE OR AVOID DISRUPTIONS TO FIRE

ALARM AND SPRINKLER SYSTEMS IF POSSIBLE.

UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE CONTRACTOR STAGING AND

EMPLOYEE PARKING AREAS TO ORIGINAL CONDITION. THIS COULD INCLUDE GRADING, TOPSOILING, SEEDING AND MULCHING. RESTORATION OF THE CONTRACTOR STAGING AREA AND HAUL ROAD

RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE PROJECT

SPECIFICATIONS.

CONTRACTOR SHALL REPAINT ANY PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION

EQUIPMENT OUTSIDE OF PROJECT AREA.

CONSTRUCTION PARKING AND STAGING AREAS TO BE COORDINATED WITH AIRPORT.

CONTRACTOR TO PROVIDE DUST MITIGATION MEASURES TO ASSURE HEALTHY AIR QUALITY IN

PROJECT WORK AREA AND ADJACENT AREAS. PROJECT WORK AREA TO BE CLEANED DAILY.

CONTRACTOR TO MAINTAIN A CLEAR, SAFE, AND UNOBSTRUCTED AREAS FOR AIRPORT

PERSONNEL TO PERFORM THEIR WORK ACTIVITIES.

VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR PRESENT BUILDING

AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND

DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK BEFORE SUBMITTING PROPOSAL.

SUBMISSION OF PROPOSAL WILL BE CONSTRUCTED AS EVIDENCE THAT SUCH EXAMINATION HAS

BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF

DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN

MADE, WILL NOT BE RECOGNIZED.

CONTRACTOR TO INVESTIGATE SITE AND COORDINATE WITH AIRPORT TO IDENTIFY POTENTIAL

HAZARDOUS MATERIALS PRIOR TO ANY DEMOLITION OR NEW WORK BEGINS. IF NECESSARY,

CONTRACTOR TO COMMISSION TESTING OF MATERIAL AND NOTIFY ARCHITECT AND ENGINEER.

PARKING BENEATH THE CONCOURSE A WALKWAY AT THE APRON LEVEL WILL BE UNAVAILABLE

DURING CONSTRUCTION.

SCISSOR LIFTS ARE PERMITTED INSIDE THE BUILDING. HOWEVER, ACCESS TO THE SECOND

FLOOR IS LIMITED TO A PASSENGER ELEVATOR, WHICH WILL RESTRICT THE SIZE OF LIFT THAT CAN BE TRANSPORTED. THE EXISTING ELEVATOR NEXT TO THE ESCALATORS CAN ACCOMMODATE UP TO 5000LBS, DOORWAY IS 96 ” TALL BY 47 ½ “ WIDE. USABLE LENGTH OF THE ELEVATOR IS 101 ½ “. THIS

IS A PASSENGER-FACING ELEVATOR. THE CONTRACTOR MUST COORDINATE WITH AIRPORT TO

SCHEDULE EQUIPMENT AND MATERIAL MOVES —SUCH AS SCISSOR LIFTS—OUTSIDE OF PEAK

PASSENGER TRAFFIC TIMES.

IT IS RECOMMENDED THAT THE TOTAL LIFT LOAD—INCLUDING THE LIFT, WORKER, AND

MATERIALS—DOES NOT EXCEED 4,000 LBS.

PHASING GENERAL NOTES

CLIMATE CONTROLLED, INSULATED, ACOUSTIC,

TEMPORARY WALL. PRIME AND PAINT AND PREPARE

FOR OWNER INSTALLED GRAPHICS. REFER TO 2/G704

FLAGGER

CONSTRUCTION BY OTHERS

EXISTING EGRESS PATH OF TRAVEL

EGRESS PATH OF TRAVEL - DURING

CONSTRUCTION

CLOSED DURING CONSTRUCTION

BARRIER TYPE

SCALE: = 40'-0"

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

0 40 8040

1"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

2/

/2

3:

:2

PM

Au to de sk

D oc s:

//2

_E

U G

C an op y

R ep ai r a nd Im pr ov em en ts /2

_E

U G

_C an op y

R ep ai r a nd Im pr ov em en ts _A

_R

.rv t

100% DESIGN

LET

MKI

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS AND

IMPROVEMENTS

20245144004

02/27/2026

LET/MKI

G702

PHASE LAYOUT

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

KEY PLAN:

A B

C

D

N

PN

SCALE: 1" = 40'-0"

A1 PHASE LAYOUT

NO. DESCRIPTION DATE

03/05/2026

ISSUED FOR BID

AND PERMIT

AD RE CR HET ITSI EG CE TR

MARK IP

A

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

H O

H

BA

C H

-L

EW

IN

.4

100% SET

BC

20245144004

02/27/2026

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

KEY PLAN:

NO. DESCRIPTION DATE

S T R U C T U R A L & C I V I L E N G I N E E R S

(541) 349-1701

199 East Fifth Ave, Suite 23 Eugene, OR 97401

84424

OREGON

C

R

N

BR E

N O

ETSI

E

G

PD

RE EFOR

S

AR WFO

3, R

NIG E NOI

S

L A

NE

ER

V. 2 0

Expires: 12-31-27

T

D

CUR T

TS

URAL

DIGITAL SIGNATURE

© 2025 RS&H, INC

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS

AND IMPROVEMENTS

KEY PLAN:

B

C

D

N

PN

AMA

BC

GENERAL

STRUCTURAL NOTES

AND SYMBOLS

S001

STRUCTURAL SHEET INDEX

S001 GENERAL STRUCTURAL NOTES AND SYMBOLS

S101A AREA A - ROOF FRAMING PLANS (CONSTRUCTION BY OTHERS)

S101B

AREA A - ROOF FRAMING PLANS - ALTERNATE 2

(CONSTRUCTION BY OTHERS)

S102 AREA B - ROOF FRAMING PLAN

S106 AREA D - ROOF FRAMING PLAN

S201 STRUCTURAL ELEVATIONS

S801 AREA C STRUCTURAL DETAILS

S802 AREA B STRUCTURAL DETAILS

S803 AREA A STRUCTURAL DETAILS (CONSTRUCTION BY OTHERS)

STRUCTURAL GENERAL NOTES

· GENERAL

A. THESE DRAWINGS ARE COPY RIGHTED INSTRUMENTS OF SERVICE OF HOHBACH-LEWIN, INC. FOR USE

ONLY ON THIS PROJECT.

B. CONTRACTOR RESPONSIBILITY - CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES AND SAFETY

PRECAUTIONS, INCLUDING BUT NOT LIMITED TO SHORING AND TEMPORARY BRACING.

C. DIMENSIONS - USE WRITTEN DIMENSIONS ONLY. VERIFY ALL DIMENSIONS AT JOB SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES. WHERE NO DIMENSIONS ARE PROVIDED, OBTAIN

CLARIFICATION PRIOR TO PROCEEDING WITH WORK. DO NOT SCALE DRAWINGS.

D. COORDINATION - OPENINGS THROUGH WALLS AND FLOORS FOR MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE COORDINATED BY CONTRACTOR AND CONSTRUCTED PER TYPICAL DETAILS SHOWN IN THESE DOCUMENTS. NO MECHANICAL OR ELECTRICAL SYSTEM COMPONENTS SHALL BE EMBEDDED IN SLABS OR

WALLS UNLESS SPECIFICALLY DETAILED IN THESE DOCUMENTS.

E. OMISSIONS AND CONFLICTS - OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONSTRUCTION DOCUMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. IF CERTAIN FEATURES ARE NOT FULLY DELINEATED IN THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL

BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE DELINEATED.

F. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR

SHOP DRAWINGS AND WORK.

G. THERE SHALL BE NO CHANGE IN SIZE OR DIMENSION OF A STRUCTURAL MEMBER, NOR SHALL ANY OPENINGS BE MADE IN ANY STRUCTURAL MEMBER, WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

H. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURE

AT THE TIME THE LOADS ARE IMPOSED.

I. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE

CONTRACT DOCUMENTS.

J. SEE DRAWINGS OTHER THAN STRUCTURAL FOR: TYPES OF FLOOR FINISH AND THEIR LOCATION, DEPRESSIONS IN FLOOR SLABS, OPENINGS IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND

MECHANICAL FEATURES, AND ROADWAY PAVING, WALKS, RAMPS, STAIRS, CURBS, ETC.

K. TYPICAL DETAILS - DETAILS NOTED AS TYPICAL ARE APPLICABLE WHERE SPECIFIED ON

THE STRUCTURAL DRAWINGS AND WHEREVER THE CONDITION OCCURS THROUGHOUT THE

PROJECT, INCLUDING LOCATIONS WHERE THE DETAIL IS NOT EXPLICITLY SPECIFIED OR

REFERENCED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY LOCATIONS

WHERE TYPICAL DETAILS ARE APPLICABLE PRIOR TO CONSTRUCTION.

SYMBOLS

DROP IN FLOOR OR ROOF ELEVATION, S.A.D.

SLOPED FINISH SEE ARCHITECTURAL DRAWINGSLOPE

· DESIGN BASIS

A. STRUCTURAL SCOPE: FRAMING REPAIRS AT (3) LOCATIONS:

1. AREA A: CANOPY REPAIRS ARE INTENDED TO RESTORE DURABILITY AND

SERVICEABILITY. STRUCTURAL CAPACITY HAS BEEN EVALUATED BASED ON LIMITED

SECTION LOSS.

2. AREA B: CANOPY BEAM IS TO BE REPLACED LIKE-FOR-LIKE.

3. AREA D: REPAIRS ARE LIKE-FOR-LIKE IN NATURE, BUT UTILIZE DIFFERING SECTIONS

DUE TO SCALE OF CONSTRUCTION.

B. APPLICABLE CODE: OREGON STRUCTURAL SPECIALTY CODE (OSSC), 2022 EDITION.

C. RISK CATEGORY: III

D. VERTICAL LOAD - ROOF LIVE LOADS:

1. ROOF: 20 psf

E. VERTICAL LOAD - ROOF SNOW LOAD:

1. SNOW DESIGN CRITERIA:

GROUND SNOW LOAD, pg = 13.0 psf SNOW EXPOSURE FACTOR, Ce = 0.9

IMPORTANCE FACTOR, Is = 1.1 THERMAL FACTOR, Ct = 1.0 SLOPE FACTOR, Cs = 1.0

FLAT ROOF SNOW LOAD, pf = 9 psf DESIGN ROOF LOAD, pf, min = 27 psf

F. LATERAL LOADS - WIND DESIGN:

1. WIND DESIGN CRITERIA:

WIND EXPOSURE: C

BASIC DESIGN WIND SPEED, V = 105 mph

ALLOWABLE STRESS DESIGN WIND SPEED, V and = 81 mph INTERNAL PRESSURE COEFFICIENT, GCpi = ±0.18

WALLS ABOVE LEVEL

WALLS BELOW LEVEL

EXISTING STRUCTURAL STEEL COLUMN

DETAIL NUMBER

" - " INDICATES THIS SHEET

X

DETAIL NUMBER

SHEET NUMBER

X sxxx

· WOOD

A. FRAMING LUMBER - DOUGLAS FIR U.O.N.;

1. JOISTS AND RAFTERS: NO. 1

2. STUDS, PLATES, BLOCKS, LIGHT FRAMING AND MISC: NO. 2

3. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESERVATIVE TREATED.

4. ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% PRIOR TO FINAL FRAMING

INSPECTION.

B. SHEATHING:

1. ROOF SHEATHING: 5/8 INCH (19/32) PLYWOOD APA RATED 40/20 EXPOSURE 1. (4 PLY MIN.)

C. FRAMING HARDWARE: AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL. SIMPSON DESIGNATIONS

USED.

D. NAILS: COMMON WIRE GAGE U.O.N. NAILING TO CONFORM TO OSSC TABLE 2304.10.2 U.O.N.

E. BOLTS: ASTM A307. PROVIDE WASHER UNDER HEADS AND NUTS.

F. PROVIDE LATERAL SUPPORT FOR BEAMS, JOISTS AND RAFTERS AT ENDS AND POINTS OF BEARING.

G. LAG SCREWS PER ANSI/ ASME STANDARD B18.2.1 PROVIDE LEAD HOLE SAME DIAMETER AND DEPTH AS

SHANK AND THEN DRILL HOLE 60% - 70% OF SHANK DIAMETER FOR THREADED PORTIONS.

H. GLUE-LAMINATED BEAMS:

1. DF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS.

2. ARCHITECTURAL APPEARANCE GRADE TYP., WHERE EXPOSED, INDUSTRIAL GRADE ELSEWHERE.

3. EXTERIOR CANOPY BEAMS SHALL BE TREATED WITH HI-CLEAR II OR APPROVED EQUAL.

4. CAMBER TO RADIUS OF 3500' U.O.N.

5. FABRICATED WITH EXTERIOR GLUE.

6. MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737.

I. MICRO-LAMS 2.0E (LVL); PARALLEL STRAND LUMBER 2.2E (PSL) 'PARALLAM'; TIMBER STRAND 1.55E (LSL)

SHALL BE MANUFACTURED BY WEYERHAEUSER OR EQUIVALENT APPROVED ICC MANUFACTURED

PRODUCT.

J. I-JOISTS SHALL BE MANUFACTURED BY REDBUILT OR EQUIVALENT APPROVED ICC MANUFACTURED

PRODUCT.

K. LAMINATED WOOD DECKING:

1. DEPTH AND PATTERN TO MATCH EXISTING - G.C. TO FIELD VERIFY.

2. SPECIES AND GRADE: DOUGLAS FIR-LARCH, FIELD-VERIFIED TO MATCH EXISTING.

K. PRESSURE TREATED LUMBER:

1. PRESSURE TREATED D.F. SHALL BE AWPB STAMPED. AMMONIACAL COPPER QUAT (ACQ),

COPPER BORON AZOLE (CBA), OR BORATE TREATED AWPA STANDARD C2, MINIMUM 0.40

INCH. PENETRATION INCISED.

2. ALL PRESERVATIVE TREATED LUMBER SHALL BE FIELD-APPLIED WITH PRESERVATIVE

WHERE CUT AND DRILLED ON SITE WITH COPPER NAPHATHENATE (2% COPPER AS METAL).

3. USE HOT DIPPED GALVANIZED HARDWARE, IE. BOLTS, NAIL, ETC. FOR ALL ATTACHMENT TO

ACQ OR CBA TREATED MEMBERS.

4. PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS, IN SBX/ DOT AND ZINC

BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE

PERMITTED PER OSSC SECTION 2304.10.5.

M. WOOD REPAIR SYSTEM:

1. ABATRON LIQUIDWOOD + WOODEPOX OR APPROVED EQUAL.

NAIL DESIGNATION AND REQUIRED SIZES

NAIL DIAMETER (in) LENGTH (in)

16d 0.162 3.5

16d SINKER 0.148 3.25

10d 0.148 3

10d SHORT 0.148 2.5

8d 0.131 2.5

ABBREVIATIONS

& AND

@ AT

A.B. ANCHOR BOLT

ADD'L. ADDITIONAL

ARCH. ARCHITECTURAL

BLDG. BUILDING

BLKG. BLOCKING

BM. BEAM

BRG. BEARING

B.N. BOUNDARY NAIL

B.O. BOTTOM OF

B.O.C. BOTTOM OF CONCRETE

BOT. BOTTOM

CL CENTER LINE

CANT. CANTILEVER

C.I.P. CAST-IN-PLACE

C.J. CONTROL JOINT

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPRESSION

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTR. CENTER

DBL DOUBLE

DET. DETAIL

D.F. DOUGLAS FIR

DIA. DIAMETER

DO DITTO

DWG. DRAWINGS

E EAST

(E) EXISTING

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

EL. ELEVATION

E.N. EDGE NAIL

E.O.R. ENGINEER OF RECORD

E.W. EACH WAY

EXP. EXPANSION

EXT. EXTERIOR

FDN. FOUNDATION

FIN. FINISH

F.F. FINISH FLOOR

F.G. FINISHED GRADE

FLR. FLOOR

F.N. FIELD NAIL

F.O.C. FACE OF CONCRETE

F.O.S. FACE OF STUD

F.R.T. FIRE RETARDANT TREATED

F.S. FAR SIDE

FTG. FOOTING

GA. GAUGE

G.B. GRADE BEAM

G.C. GENERAL CONTRACTOR

GLB GLUE LAMINATED (BEAM)

HCA HEADED CONC. ANCHOR

(STUD)

HD HOLDOWN

HDR HEADER

HGR. HANGER

HORIZ. HORIZONTAL

HT. HEIGHT

H.S. HIGH STRENGTH

H.S.B. HIGH STRENGTH BOLTS

HSS HOLLOW STEEL SECTION

HSSH HORIZONTAL SHORT

SLOTTED HOLES

INT. INTERIOR

LONG. LONGITUDINAL

LSL LAMINATED STRAND LUMBER

L.V.F. LOW-VELOCITY FASTENER

LVL LAMINATED VENEER LUMBER

MAX. MAXIMUM

MECH. MECHANICAL

MANUF. MANUFACTURER

M.B. MACHINE BOLTS

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N NORTH

(N) NEW

NO. NUMBER

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

OSSC OREGON STRUCTURAL

SPECIALTY CODE

PL PLATE

PAR. PARALLEL

PERP. PERPENDICULAR

PLY PLYWOOD

PSL PARALLEL STRAND

LUMBER

R.C.J. ROUGHENED

CONSTRUCTION JOINT

REINF. REINFORCEMENT

REQD. REQUIRED

S SOUTH

S.A.D. SEE ARCHITECTURAL

DRAWINGS

S.C. SLIP CRITICAL

S.C.D. SEE CIVIL DRAWINGS

SCHED. SCHEDULE

SDS SELF-DRIVING SCREW

S.F.R.S. SEISMIC FORCE RESISTING

SYSTEM

SHTG SHEATHING

SIM. SIMILAR

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

SSH SHORT SLOTTED HOLE

SYM. SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.S. TOP OF STEEL FRAMING

T.O.P. TOP OF PLATE/ TOP OF

PARAPET

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE

NOTED

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W WEST

W/ WITH

WF WIDE FLANGE

W.H.S. WELDED HEADED STUD

W.J. WALL JOINT

W/O WITHOUT

W.P. WORK POINT

· CONTRACTOR SUBMITTALS

THE FOLLOWING IS A LISTING OF REQUIRED ITEMS TO BE SUBMITTED TO STRUCTURAL ENGINEER OF

RECORD (TO BE PROVIDED IF MARKED):

(1) DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT

AND/OR ENGINEER FOR REVIEW AND COORDINATION, THEN SUBMITTED TO THE

APPROPRIATE JURISDICTION FOR APPROVAL. THIS SUBMITTAL SHALL INCLUDE

HOHBACH-LEWIN'S SHOP DRAWING STAMP INDICATING THE STRUCTURAL REVIEW HAS

BEEN COMPLETED AND THAT THE PLANS AND CALCULATIONS FOR THE DEFERRED

APPROVAL ITEMS ARE IN GENERAL COMPLIANCE WITH THE INFORMATION PROVIDED

WITHIN THE CONTRACT DOCUMENTS.

(2) ELECTRONIC SHOP DRAWINGS ARE TO BE SUBMITTED TO HOHBACH-LEWIN FOR REVIEW.

SUBMITTAL CERTIFICATE

SHOP

DRAWINGS

(2)

CALCS W/

ENG. STAMP

DEFERRED

SUBMITTAL

(1)

GLUE-LAMINATED BEAM

STRUCTURAL COMPOSITE LUMBER

I-JOISTS

LAMINATED WOOD DECKING

· STRUCTURAL OBSERVATION (BY HOHBACH-LEWIN, INC.)

HOHBACH-LEWIN SHALL BE NOTIFIED FOR STRUCTURAL OBSERVATION AT THE STAGES OF CONSTRUCTION INDICATED BELOW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A MINIMUM OF 48 HOURS NOTICE IN ADVANCE OF COVERING STRUCTURAL ELEMENTS WITH CONCRETE, FINISHES, OR OTHER VISUAL OBSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE SUITABLE TIME TO MAKE A REQUIRED CORRECTIONS

FOLLOWING SITE OBSERVATION BY THE ENGINEER.

STRUCTURAL OBSERVATIONS ARE REPRESENTATIVE LOCATIONS OF THE STRUCTURE FOR GENERAL

CONFORMANCE WITH THE APPROVED STRUCTURAL DRAWINGS AND DO NOT WAIVE INSPECTION

REQUIREMENTS.

HOHBACH-LEWIN SHALL BE NOTIFIED AT THE FOLLOWING STAGES OF CONSTRUCTION:

1. WOOD FRAMING, PRIOR TO CONCEALMENT BY FINISHES OR OTHER OBSTRUCTIONS.

· EXISTING CONSTRUCTION/ CONDITIONS:

A. SHORING: THE CONTRACTOR SHALL PROVIDE SHORING WHEREVER NECESSARY TO ALLOW

INSTALLATION OF THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF ALL SHORING AND TEMPORARY WORK REQUIRED THROUGHOUT

THE PROGRESS OF THE WORK.

B. EXISTING CONSTRUCTION: EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM LIMITED VISUAL OBSERVATIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ALL EXCEPTIONS AND RECEIVE DIRECTION PRIOR

TO PROCEEDING WITH THE WORK IN QUESTION.

C. DEMOLITION: THE REMOVAL, CUTTING, DRILLING. ETC. OF EXISTING WORK SHALL BE PERFORMED WITH

GREAT CARE AND WITH APPROPRIATE TOOLS IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL

INTEGRITY OF THE BUILDING. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DEMOLITION.

03/05/2026

ISSUED FOR BID

AND PERMIT

N

PN

N

PN

N

PN

A2 B2 C2 D2 E2 F2 G2 H2 J2 K2 L2

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E H

S S x4

C O

L

B E

L O

W T Y

P

(E) 2 7/8" LAMINATED

WOOD DECKING

REPLACE (E) GLB'S ON

SOUTH FACE LIKE-FOR-LIKE

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2"

A3 B3 C3 D3 E3 F3 G3 H3 J3 K3 L3 M3

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP.)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E) 2 7/8" LAMINATED

WOOD DECKING

(E H

S S x4

C O

L

B E

L O

W T Y

P

REPLACE (E) GLB'S

ON SOUTH FACE

LIKE-FOR-LIKE

REPLACE (E) DECKING, SEE LAMINATED

WOOD DECKING REPAIR NOTES AND DET. 5/S803.

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2" 12"

A4 B4 C4 D4 E4 F4 G4 H4 J4 K4 L4

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP.)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E H

S S x4 x1 /4

B E

L O

W T Y

P

(E) 2 7/8" LAMINATED

WOOD DECKING

5'-0"

REPLACE (E) DECKING, SEE

LAMINATED WOOD DECKING

REPAIR NOTES AND DET. 5/S803

REPLACE (E) GLB'S ON

SOUTH FACE LIKE-FOR-LIKE

G.C. TO FIELD VERIFY

EXTENT OF DAMAGE

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2"

PLAN NOTES

2.

1.

FOR DIMENSIONS, NON-STRUCTURAL COMPONENTS, DRAINAGE DETAILS,

SEE DRAWINGS OTHER THAN STRUCTURAL.

SEE GENERAL NOTES AND SYMBOLS ON SHEET S001.

A1

A2

A3

AA

D

C

B

AREA A KEY PLAN

LAMINATED WOOD DECKING REPAIR NOTES:

1. INTENT OF SITE CANOPY WOOD DECKING REPAIR IS "LIKE-FOR-LIKE". MAKE-UP OF

(E) WOOD DECKING IS UNKNOWN, BUT IS ASSUMED TO BE 2 7/8" LAMINATED

DECKING. G.C. TO FIELD VERIFY MAKE-UP OF EXISTING DECKING.

2. EXTENT OF DAMAGE TO (E) DECKING IS BASED ON LIMITED OBSERVATION AND IS

NOT WELL DOCUMENTED. G.C. TO INVESTIGATE AND FIELD DOCUMENT EXISTING

CONDITIONS PRIOR TO DEMOLITION AND CONFIRM EXTENT OF REPAIRS WITH

ARCHITECT/ENGINEER PRIOR TO ORDERING DECKING.

3. ACTUAL REPAIR AREA OF LAMINATED DECKING MAY BE MORE OR LESS THAN

ASSUMED QUANTITIES. PROVIDE UNIT PRICE IN CONTRACT AND ADJUST

CONTRACT BASED ON THE REPAIR QUANTITY.

4. DECKING REPAIRS MAY BE "DROP-IN" PER DETAIL 5/S803.

5. THE UNDERSIDE OF THE WOOD DECKING IS EXPOSED, COORDINATE AESTHETICS

WITH THE ARCHITECT PRIOR TO ORDERING.

6. FASTENERS INTO DECKING SHALL NOT PENETRATE THE UNDERSIDE, UNLESS

SPECIFICALLY NOTED AS SUCH.

EXISTING GLULAM BEAM REPLACEMENT NOTES:

1. EXISTING GLULAM BEAMS ARE TO BE REPLACED "LIKE-FOR-LIKE". REMOVE

EXISTING GLULAM BEAM AND FASTENERS AS REQ'D FOR NEW INSTALLATION.

PROTECT DECKING AND COLUMNS DURING DEMOLITION. SEE DETAILS ON SHEET S803.

2. THE TOP OF THE EXISTING BEAMS ARE TAPERED. THE NEW 3 1/8" GLULAM BEAMS

SHALL HAVE THE TOP FACE RIPPED TO MATCH EXISTING SLOPE AND DEPTH NOT LESS

THAN FIELD-VERIFIED DEPTH OF EXISTING BEAM AT EACH END.

3. APPROXIMATE BEAM DEPTHS ARE INDICATED ON PLAN, WITH XX" INDICATING THE

APPROXIMATE DEPTH OF THE BEAM, THUS:

4. AT BEAMS THAT WILL BE REPLACED, REPLACE THE FASCIA "LIKE-FOR-LIKE" U.O.N. IN

ARCHITECTURAL DRAWINGS.

5. G.C. TO SHORE CANOPY PRIOR TO DEMOLITION AND REPLACEMENT OF GLULAM

BEAMS. SHORING IS BY THE G.C.

xx"

OREGON

R

ETSI

E

G

PD

RE EFOR

S

NIG E

N

OI

S

L A

NE

ER

CUR T

TS

URAL

84424

C N

B

R E

V

AR W FO

13, R. 20

T

D

O

N OREGON

R

ETSI

E

G

PD

RE EFOR

S

NIG E

N

OI

S

L A

NE

ER

CUR T

TS

URAL

DIGITAL SIGNATURE

(541) 349-1701

199 East Fifth Ave, Suite 23 Eugene, OR 97401

HOHBACH-LEWIN, INC.

S T R U C T U R A L E N G I N E E R S

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

Expires: 12-31-27

H O

H B

A C

H -L

E W

IN

.4

/2

/2

:1

:2

P

M C

U s e rs \a ri a s \D o c u m e n ts

\2

E

U G

C a n o p y R e p a ir a n d I m p ro v e m e n ts

S

R

A

A ri a s h o h b a c h -l e w in

.c o m .r v t

100% SET

AMA

BC

2880 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG CANOPY REPAIRS AND

IMPROVEMENTS

20245144004

02/27/2026

TMR

S101A

AREA A - ROOF

FRAMING PLANS

(CONSTRUCTION BY

OTHERS)

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

1/8" = 1'-0"1 AREA A1 - ROOF FRAMING PLANS

1/8" = 1'-0"2 AREA A2 - ROOF FRAMING PLAN

1/8" = 1'-0"3 AREA A3 - ROOF FRAMING PLAN

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com

Oregon Registration No. 0871AF

N

PN

NO. DESCRIPTION DATE

AREA A KEY PLAN

03/05/2026

AA

D

C

B

AREA A KEY PLAN

A2 B2 C2 D2 E2 F2 G2 H2 J2 K2 L2

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E H

S S x4

C O

L

B E

L O

W T Y

P

(E) 2 7/8" LAMINATED

WOOD DECKING

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2"

REPLACE (E) GLB, SEE

(E) GLB REPLACEMENT

NOTE 1.

REPAIR (E) GLB ALL

ALONG GRIDLINE 2,

SEE EXISTING GLULAM BEAM

REPAIR NOTES THIS SHEET

A3 B3 C3 D3 E3 F3 G3 H3 J3 K3 L3 M3

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP.)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E) 2 7/8" LAMINATED

WOOD DECKING

(E H

S S x4

C O

L

B E

L O

W T Y

P

REPLACE (E) DECKING, SEE LAMINATED

WOOD DECKING REPAIR NOTES AND DET. 5/S803.

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2" 12"

REPAIR (E) GLB ALL ALONG

GRIDLINE 2, SEE EXISTING

GLULAM BEAM REPAIR

NOTES THIS SHEET

A4 B4 C4 D4 E4 F4 G4 H4 J4 K4 L4

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 12" TO 13 1/2" TYP.)

(E) 3 1/8" GLB RIPPED TO

SLOPE (DEPTH VARIES

FROM 11 1/2" TO 13" TYP.)

(E H

S S x4 x1 /4

B E

L O

W T Y

P

(E) 2 7/8" LAMINATED

WOOD DECKING

5'-0"

REPLACE (E) DECKING, SEE

LAMINATED WOOD DECKING

REPAIR NOTES AND DET. 5/S803

G.C. TO FIELD VERIFY

EXTENT OF DAMAGE

13 1/2" 12" 12" 12" 12" 12"13 1/2" 13 1/2" 13 1/2" 13 1/2" 13 1/2"

REPLACE (E) GLB,

SEE (E) GLB

REPLACEMENT NOTE 1.

REPAIR (E) GLB ALL ALONG

GRIDLINES 2, SEE EXISTING

GLULAM BEAM REPAIR

NOTES THIS SHEET

PLAN NOTES

2.

1.

FOR DIMENSIONS, NON-STRUCTURAL COMPONENTS, DRAINAGE DETAILS,

SEE DRAWINGS OTHER THAN STRUCTURAL.

SEE GENERAL NOTES AND SYMBOLS ON SHEET S001.

A1

A2

A3

LAMINATED WOOD DECKING REPAIR NOTES:

1. INTENT OF SITE CANOPY WOOD DECKING REPAIR IS "LIKE-FOR-LIKE". MAKE-UP OF

(E) WOOD DECKING IS UNKNOWN, BUT IS ASSUMED TO BE 2 7/8" LAMINATED

DECKING. G.C. TO FIELD VERIFY MAKE-UP OF EXISTING DECKING.

2. EXTENT OF DAMAGE TO (E) DECKING IS BASED ON LIMITED OBSERVATION AND IS

NOT WELL DOCUMENTED. G.C. TO INVESTIGATE AND FIELD DOCUMENT EXISTING

CONDITIONS PRIOR TO DEMOLITION AND CONFIRM EXTENT OF REPAIRS WITH

ARCHITECT/ENGINEER PRIOR TO ORDERING DECKING.

3. ACTUAL REPAIR AREA OF LAMINATED DECKING MAY BE MORE OR LESS THAN

ASSUMED QUANTITIES. PROVIDE UNIT PRICE IN CONTRACT AND ADJUST

CONTRACT BASED ON THE REPAIR QUANTITY.

4. DECKING REPAIRS MAY BE "DROP-IN" PER DETAIL 5/S803.

5. THE UNDERSIDE OF THE WOOD DECKING IS EXPOSED, COORDINATE AESTHETICS

WITH THE ARCHITECT PRIOR TO ORDERING.

6. FASTENERS INTO DECKING SHALL NOT PENETRATE THE UNDERSIDE, UNLESS

SPECIFICALLY NOTED AS SUCH.

EXISTING GLULAM BEAM REPLACEMENT NOTES:

1. EXISTING GLULAM BEAMS ARE TO BE REPLACED "LIKE-FOR-LIKE". REMOVE

EXISTING GLULAM BEAM AND FASTENERS AS REQ'D FOR NEW INSTALLATION.

PROTECT DECKING AND COLUMNS DURING DEMOLITION. SEE DETAILS ON SHEET S803.

2. THE TOP OF THE EXISTING BEAMS ARE TAPERED. THE NEW 3 1/8" GLULAM BEAMS

SHALL HAVE THE TOP FACE RIPPED TO MATCH EXISTING SLOPE AND DEPTH NOT LESS

THAN FIELD-VERIFIED DEPTH OF EXISTING BEAM AT…