2026.06.01 Toledo HS Package 1 Architectural Permit Set.pdf

CLIENT

Lincoln County School District

Toledo Junior / Senior High School

1800 N.E. Sturdevant Rd. Toledo, Oregon 97391

541 336 5104

ARCHITECT OF RECORD

GLAS Architects, LLC

Chris Walkup

44 W Broadway, Ste 430, Eugene, OR 97401

541 686 2014

STRUCTURAL

KPFF

Joshua Richards

111 SW Fifth Ave, Ste 2600 Portland, OR 97204

503 227 7980

MECHANICAL / ELECTRICAL / PLUMBING

DESIGN BUILD CONTRACTOR, TBD

LOW VOLTAGE

BY OWNER

DESIGN ARCHITECT

Hacker

Nick Hodges

555 SE MLK Ave, Ste 501 Portland, OR 97214

503 337 1254

CONCEPTUAL RENDERING

N E S

T U

R D

E V

A N

T P

I

NE STURDEVANT RD

N E H

W Y

VICINITY MAP

N

TOLEDO HIGH SCHOOL AUDITORIUM

06/01/26

SITE

LINCOLN COUNTY SCHOOL DISTRICT

PACKAGE #1 - CAFETERIA AND BAND ROOM REMODEL AND ADDITION

' X ' ISSUED

' X (ADD #) ' ISSUED/REVISED AS A PART OF AN ADDENDUM

' X (PR #) ' ISSUED/REVISED AS A PART OF A PROPOSAL REQUEST

' X (ASI #) ' ISSUED/REVISED AS A PART OF AN ASI

' REF ' ISSUED AS A REFERENCE ONLY DOCUMENT

' REF (PR #) ' REFERENCE ONLY DOCUMENT ISSUED/REVISED AS A PART OF A PROPOSAL REQUEST

' ' NOT A PART OF ISSUED SET

' DELETE ' DELETED FROM PROJECT

ISSUANCE LOG LEGEND

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTION

12" = 1'-0"

G-002

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

SHEET INDEX

PACKAGE 1: RENOVATION

SHEET INDEX PACKAGE 1

SHEET

NO

SHEET NAME PKG -1 PKG -2 PKG -3 PKG -4

0_GENERAL

G-000.1 COVER SHEET X

G-002 SHEET INDEX X

G-011.1 CODE SITE PLAN X

G-111.1 CODE NARRATIVE X

G-131 LIFE SAFETY PLAN - BASEMENT X

G-132 LIFE SAFETY PLAN - LEVEL 01, 02 & 03 X

G-133 LIFE SAFETY PLAN - LEVEL 04 & 05 X

G-201 CODE SIGNAGE STANDARDS X

G-202 CODE SIGNAGE PLAN X

STRUCTURAL

S-001.1 DRAWING INDEX AND LIST OF ABBREVATIONS X

S-002.1 GENERAL STRUCTURAL NOTES X

S-003.1 GENERAL STRUCTURAL NOTES CONT. X

S-004.1 GENERAL STRUCTURAL NOTES CONT. X

S-005.1 SPECIAL INSPECTIONS AND TESTING X

S-006.1 SPECIAL INSPECTIONS AND TESTING CONT. X

S-132.1 FOUNDATION PLAN X

S-133.1 FLOOR FRAMING PLAN LEVELS 04 AND 05 X

S-136.1 ROOF FRAMING PLAN X

S-301.1 WALL ELEVATIONS X

S-501.1 TYPICAL CONCRETE DETAILS X

S-511.1 TYPICAL MASONRY DETAILS X

S-601.1 TYPICAL STEEL DETAILS X

S-701.1 TYPICAL WOOD DETAILS X

S-702.1 TYPICAL WOOD DETAILS X

S-703.1 TYPICAL WOOD DETAILS X

1_DEMO

DA-134.1 DEMO ENLARGED FLOOR PLAN - LEVEL 02 & 03 X

DA-136.1 DEMO WALL ELEVATIONS X

2_ARCHITECTURAL

A-011 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS X

A-132.1 OVERALL FLOOR PLAN LEVEL 02 & 03 X

A-133.1 OVERALL FLOOR PLAN LEVEL 04 & 05 X

A-136.1 OVERALL ROOF PLAN X

A-144.1 ENLARGED FLOOR PLAN - RESTROOMS X

A-145.1 ENLARGED FLOOR PLAN - BAND ROOM X

A-146.1 ENLARGED FLOOR PLAN - ELEVATOR CORRIDORS X

A-154.1 ENLARGED RCP - RESTROOMS X

A-155.1 ENLARGED RCP - BAND ROOM X

A-156.1 ENLARGED RCP - ELEVATOR CORRIDORS X

A-213.1 EXTERIOR ELEVATIONS X

A-261 STANDARD MOUNTING DIMENSIONS X

A-269.1 INTERIOR ELEVATIONS X

A-270.1 INTERIOR ELEVATIONS X

A-271.1 INTERIOR ELEVATIONS X

A-311.1 BUILDING SECTIONS X

A-510 EXTERIOR ASSEMBLIES REF

A-601.1 DOOR & WINDOW SCHEDULE X

A-711.1 FINISH SCHEDULE X

ChrisWalkup

' 157.59'

.0

S86°18'E 362.0'

1100' M/L

N78°W 112'

N °W

N °E

.0

102.0'

EAST

(E) PARKING

(E) PARKING

(E) PARKING

(E) PARKING

(E) PARKING (E) PARKING

(E) STAIRS

(E) TRACK

(E) STAIRS

(E) TRANSFORMER

AREA OF WORK

ENTRANCE

ENTRANCE

N E

ST

U R

D E V

A N

T R

D

N E

S T

U R

D E

V A

N T

R D

N E

S T

U R

D E

V A

N T

R D

N E

ST

U

RD

EV

A N

T

PI

(E) FIRE HYDRANT

(E) LIGHT POLE

(E) COMPRESSORS

(E) SIGNAGE

ENTRANCE

BUILDING A (EXISTING)

BUILDING A (RENOVATION)

BUILDING C (FUTURE

PHASE)

BUILDING B (EXISTING)

BUILDING C (EXISTING)

(E

H

O U

R F

IR

E

W A

LL

(E) 2 HOUR FIRE WALL

2 HOUR FIRE WALL

(FUTURE PHASE)

GENERAL NOTES - SITE PLAN

A. REFERENCE CIVIL AND/OR LANDSCAPE DRAWINGS FOR

GRADING AND HORIZONTAL CONTROL DRAWINGS.

B. REF LANDSCAPE DRAWINGS FOR ALL SITE MATERIALS,

LAYOUT, AND ACCESS COMPLIANCE SITE/PATH OF

TRAVEL DRAWINGS.

C. REFERENCE A-011 FOR ABBREVIATIONS, SYMBOLS AND

GENERAL DIMENSIONING NOTES.

D. REF STRUCTURAL DRAWINGS FOR DIMENSIONS AND

ELEVATIONS OF STRUCTURAL SLAB AND WALL

ELEMENTS.

SITE LEGEND

RENOVATION

EXISTING BUILDING

PROPERTY LINE

TOPOGRAPHY LINES

(E) FIRE HYDRANT LOCATION

PATH OF EGRESS

(E) POWER POLE

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTION

As indicated

G-011.1

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

CODE SITE PLAN

PACKAGE 1: RENOVATION

1" = 40'-0" G-011.1

1 Site Plan - Life Safety & Zoning Code - Renovation

PROJECT INFORMATION AND CODE ANALYSIS

PROJECT INFORMATION

SITE ADDRESS: 1800 NE STURDEVANT RD, TOLEDO, OR 97391

BLOCK NO.: CS 8737

STATE ID: R204720

MAP: 11-10-08-A0-02900-00

PROPERTY USE: 921: EXEMPT SCHOOL IMPROVED PROPERTY

ZONING: P-F

CLIMATE ZONE: 4C

LEGAL DESCRIPTION: TWNSHP 11, RNG 10, ACRES 13.64,

DV165-0041 & DV264-0241

RISK CATEGORY: III (PER TABLE 1604.5)

2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2025 OREGON FIRE CODE (OFC)

ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, EXISTING

FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADAS)

2025 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

2025 OREGON MECHANICAL SPECIALTY CODE (OMSC)

2023 OREGON ELECTRICAL SPECIALTY CODE (OESC)

2023 OREGON PLUMBING SPECIALTY CODE (OPSC)

SEPARATE PERMITS

• MECHANICAL, PLUMBING, ELECTRICAL

• FIRE ALARM SYSTEM

• FIRE PROTECTION SYSTEM INCLUDING ALL FIRE SPRINKLERS, STAND PIPE, AND

DOUBLE CHECK VALVE ASSEMBLY

DEFERRED SUBMITTALS

1. POST TENSIONED SLABS

2. STEEL STAIRS

3. PREFABRICATED TRUSSES

4. FLOOR JOISTS

5. WOOD TIE DOWN SYSTEMS

6. METAL WALL PANELS AND ATTACHMENTS

7. WINDOW, LOUVERS AND ATTACHMENTS (INCLUDING SKYLIGHT SYSTEMS)

8. FALL ARREST ANCHORS

9. SEISMIC AND SUPPORT OF ALL EQUIPMENT

10. TELECOM VOICE AND DATA SYSTEMS

11. EMERGENCY RESPONDER IN-BUILDING RADIO ENHANCEMENT- DISTRIBUTED

ANTENNA SYSTEM (DAS)

12. SECURITY SYSTEM

13.CODE SIGNAGE

OPTIONAL:

GUARDRAIL AND HANDRAILS (INCLUDING GLASS)

COLD FORM METAL FRAMING

LIGHT GAGE METAL FRAMING

CEILING SUSPENSION SYSTEMS

BUILDING MAINTENANCE SYSTEMS

THESE ITEMS ARE DEFERRED SUBMITTALS AND NOT INCLUDED IN THIS BUILDING

PERMIT. THE DRAWINGS AND CALCULATIONS FOR THESE ARE REQUIRED TO BE

STAMPED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS

CONSTRUCTED, AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO

SUBMITTING TO THE AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT.

OREGON FIRE CODE NOTES

ANY INSTALLATION DETAILS FOR FIRE AND LIFE SAFETY SYSTEMS INCLUDING FIRE

SPRINKLERS, FIRE ALARM SYSTEMS, BUILT-IN RADIO ENHANCEMENT SYSTEM (DAS),

AND STATIONARY GENERATORS ARE FOR REFERENCE ONLY WITH FINAL

INSTALLATION REQUIREMENTS TO BE DETERMINED DURING THE TRADE PLAN

REVIEW PROCESS AT THE FIRE MARSHALL'S OFFICE.

THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE

BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE ABOUT INSTALLING

FIRESTOPPING MATERIALS. EACH CONTRACTOR WILL PROVIDE A LIST OF FIRESTOP

MATERIALS/ASSEMBLIES WHICH WILL BE USED., THE TYPE OF PENETRATIONS WHERE

EACH MATERIAL/ASSEMBLY WILL BE USED, AND THE LISTING AND APPROVAL

INFORMATION (I.E.. UL, ICC OR OTHER APPROVED REPORTING/LISTING NUMBERS).

THIS INFORMATION MUST BE SUBMITTED TO, AND APPROVED BY, THE BUILDING

INSPECTOR PRIOR TO ANY INSTALLATION.

AERIAL FIRE APPARATUS ROAD ACCESS

USE AND OCCUPANCY (CHAPTER 3)

SPECIAL REQUIREMENTS (CHAPTER 4)

N/A

BUILDING HEIGHTS & AREAS (CHAPTER 5)

BUILDING A

CONSTRUCTION TYPE TYPE IIIB, FULLY SPRINKLERED

OCCUPANCY: E

BASE ALLOWABLE HEIGHT 75'

(TABLE 504.3)

ALLOWABLE STORIES 3

(TABLE 504.4)

ALLOWABLE AREA 43,500

(TABLE 506.2)

FRONTAGE INCREASE FACTOR: 21% (TABLE 506.3.3)

ALLOWABLE AREA = 43,500 + (14,500 X .21) = 46,545 SF (PER FLOOR)

PROPOSED AREA = 41,358 SF (GROUND FLOOR)

PROPOSED AREA = 12,403 SF (SECOND FLOOR)

PROPOSED HEIGHT = 31'

PROPOSED FLOORS = 2

OCCUPANCY SEPARATIONS: NONSEPARATED PER 508.3

BUILDING B (EXISTING - NO PROPOSED CHANGES

CONSTRUCTION TYPE TYPE VB, FULLY SPRINKLERED

BUILDING C (FUTURE PHASE)

CONSTRUCTION TYPE TYPE VB, FULLY SPRINKLERED

FIRE RESISTIVE FIRE RESISTIVE

BUILDING ELEMENT RATING REQUIRED RATING PROVIDED

PRIMARY STRUCTURAL

FRAME 0 0

BEARING WALLS

EXTERIOR 0 0

INTERIOR 0 0

EXTERIOR NONBEARING WALLS

AND PARTITIONS 0 0

INTERIOR NONBEARING WALLS

AND PARTITIONS 0 0

FLOOR CONSTRUCTION 0 0

ROOF CONSTRUCTION 0 0

FIRE RESISTIVE REQUIREMENTS

TABLE 601

REFER TO INTERIOR DETAIL SHEET A-57X FOR EXISTING FIRE-PROOFING DETAILS

REFER TO G-141 FOR AREAS WHERE FIRE RESISTIVE RATING ARE IN EXCESS OF TABLE

DISTANCE TO PROPERTY FIRE RESISTIVE

WALL LOCATION LINE OR CL OF ROW RATING PROVIDED

EXTERIOR WALL FIRE RESISTANCE

BASED ON SEPARATION DISTANCE FOR CONSTRUCTION TYPE VB

TABLE 705.5

FIRE AND SMOKE PROTECTION (CHAPTER 7)

CONSTRUCTION TYPE VB, FULLY SPRINKLERED

MAXIMUM AREA OF EXTERIOR WALL OPENINGS

BASED ON FIRE SEPARATION DISTANCE

TABLE 705.8

WALL OPENING PERCENT PERCENT

WALL LOCATION AREA (SF) AREA (SF) ALLOWED

PROPOSED

RECTORY

NORTH 30 20 35% 35%

EAST 30 20 35% 35%

SOUTH 30 20 35% 35%

WEST 30 20 35% 35%

CATHEDRAL CENTER

NORTH 30 20 35% 35%

EAST 30 20 35% 35%

SOUTH 30 20 35% 35%

WEST 30 20 35% 35%

FIRE PROTECTIONS SYSTEMS (CHAPTER 9)

903.3.1.1 (NFPA 13)

EXISTING SPRINKLER SYSTEMS

CATHEDRAL CENTER NONE EXISTING

RECTORY BUILDING NONE EXISTING

CATHEDRAL NONE EXISTING

PROPOSED SPRINKLER SYSTEMS

CATHEDRAL CENTER EQUIPPED THROUGHOUT

RECTORY BUILDING NONE PROPOSED

CATHEDRAL NONE PROPOSED

AUTOMATIC SPRINKLER SYSTEMS

907 (OSSC)

REFER TO FA SERIES DRAWINGS FOR FIRE ALARM AND SMOKE ALARM DESIGN

FIRE ALARM AND PROTECTION SYSTEMS

SECTION 906

REFER TO G-132.P1 & G-133 LIFE SAFETY PLANS FOR FIRE EXTINGUISHER LOCATIONS

RATING MINIMUM 2A10BC

LOCATIONS EACH LEVEL

MAX TRAVEL DISTANCE 75 FEET

PORTABLE FIRE EXTINGUISHERS

MEANS OF EGRESS (CHAPTER 10)

REFER TO G-132.P1 & G-133 LIFE SAFETY PLANS

OCCUPANT LOAD AND EXIT ACCESS

SECTION 1005.3.1

STAIRWAYS 0.3 INCH PER OCCUPANT

OTHER COMPONENTS 0.2 INCH PER OCCUPANT

MEANS OF EGRESS SIZING

TWO-WAY COMMUNICATION IS PROVIDED AT NEW ELEVATOR LANDINGS

TWO-WAY COMMUNICATION

PLUMBING FIXTURES (CHAPTER 29)

MINIMUM REQUIRED PLUMBING FIXTURES (TABLE 2902.1)

PLUMBING FIXTURES PROVIDED BY LEVEL

LEVEL BOTTLE FILLDRINKING FOUNTAINS WATER CLOSETS

MEN WOMEN ALL-GENDER

LAVATORIES

MEN WOMEN ALL-GENDER

GROUND FLOOR 1 1 1 1 1 1 1 1

FIRST FLOOR 1 1 1 1 1 1 1 1

FIRST FLOOR 1 1 1 1 1 1 1 1

REF CIVIL FOR FIRE APPARATUS ACCESS

NORTH

EAST

SOUTH

WEST

>30 FT, REF G-011.P1

>30 FT, REF G-011.P1

>30 FT, REF G-011.P1

>30 FT, REF G-011.P1

0 HR

0 HR

0 HR

0 HR

FIRE RESISTIVE FIRE RESISTIVE

BUILDING ELEMENT (SECT) RATING REQ'D RATING PROVIDED

SHAFT ENCLOSURE (713.4) 1HR (< 4 STORY) 1

EXIT ENCLOSURES (1023.2) 2 2

INCIDENTAL USES (509) NA NA

CONTROL AREAS (414.2.4) NA NA

SEPARATED OCCUPANCIES NA NA

FIRE AREAS (707.3.10) 2 NA

CORRIDOR WALLS (1020.1) 0 0

ELEVATOR LOBBY 0 0

OTHER FIRE A SMOKE PROTECTION ASSEMBLIES

REFERENCE SECTION AS INDICATED

ASSEMBLY

TABLES & CHAIRS

A3LOBBY

GALLERY

10,000

10,000

10,000

1 PER 25 FOR THE

FIRST 50, 1 PER 50

FOR THE REMAINDER

1 PER 125 1 PER 65 1 PER 200 500 9.5 9.5 9.5 9.5 1 PER FLOOR

BUSINESS

OFFICE

BCLASSROOM

VOCATIONAL

10,000

10,000

10,000

500 9.5 9.5 9.5 9.5 1 PER FLOOR

1 PER 40 FOR THE

FIRST 80, 1 PER 50

FOR THE REMAINDER

1 PER 100STORAGE S1STORAGE / MECH 10,000 300 10 5 9.5 9.5 9.5 9.5 1 PER FLOOR1 PER 100

18.5 9.5 9.5 9.5 9.5

1 PER FLOOR19 10 10 10 10ROUNDED TOTAL

FIRE RESISTANCE (CHAPTER 6)

BUILDING A: CONSTRUCTION TYPE IIIB FULLY SPRINKLERED

BUILDING B: CONSTRUCTION TYPE VB FULLY SPRINKLERED

BUILDING C: CONSTRUCTION TYPE VB FULLY SPRINKLERED

CLASSIFICATION DESCRIPTION OCCUPANCY AREA (SF) OLF OCCUPANT

LOAD MEN WOMEN MEN WOMEN

WC PF RATIO LAVATORY PF RATIO

MEN WOMEN MEN WOMEN

WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

PLUMBING

OCCUPANT

LOAD/2

PROJECT DESCRIPTION

GOVERNING CODE

SPECIAL INSPECTIONS

SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS REQUIREMENTS.

PHASED BUILDING PERMIT

• PACKAGE 1 : CAFETERIA AND BAND ROOM REMODEL

AND ADDITION (CURRENT APPLICATION)

• PACKAGE 2: SITE PREP (FUTURE)

• PACKAGE 3: FOUNDATIONS AND UNDERGROUND UTILITIES (FUTURE)

• PACKAGE 4: BUILDING SHELL AND INTERIOR (FUTURE)

THE PROJECT INCLUDES FOUR PHASES:

PHASE 1: REMODEL OF EXISTING CAFETERIA, AND BAND ROOM INTO A NEW BAND

ROOM, TOILET ROOMS AND AN ELEVATOR THAT CONNECTS ALL FOUR FLOORS OF

THE EXISTING BUILDING.

PHASE 2: SITE PREP PACKAGE FOR THE NEW AUDITORIUM

PHASE 3: FOUNDATIONS AND UNDERGROUND UTILITIES FOR THE NEW AUDITORIUM

PHASE 4: BUILDOUT OF THE NEW AUDITORIUM. THE AUDITORIUM WILL CONSIST OF

A LOBBY, GREEN ROOM / DRESSING ROOMS, FIXED SEATING HOUSE, AND ELEVATED

STAGE. THE AUDITORIUM WILL SEAT 299.

THE FOLLOWING SYSTEMS ARE SUBJECT TO DEFERRED SUBMITTALS IN ACCORDANCE

WITH OSSC 107:

REFER TO STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION ON ALL

STRUCTURAL DEFERRED SUBMITTALS LISTED BELOW:

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

NOT FOR

CONSTRUCTION

12" = 1'-0"

G-111.1

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

CODE NARRATIVE

PACKAGE 1: RENOVATION

J

L

0.5 1.5

K

1.2

I

AREA LEGEND

S-1

135 SF

S-1

WATER

175 SF

S-1

ELECTRICAL

FUTURE

SCOPE

1.7 3.5

FIRE EXTINGUISHER

CABINET, SEE

ACCESSORY USE*

ACCESSIBLE EXIT

EXIT (WITH NUMBER OF OCCUPANTS)

FEC

OCCS

COMPONENT

XX" MIN REQD

MIN PRVD

EGRESS COMPONENT WIDTH DATA

ROOM OR AREA NAME

# SF

OLF

OL

OG

Area

OCCUPANT LOAD FACTOR

(NET OR GROSS)

2 HOUR RATED FIRE WALL

PATH OF EGRESS, 36" MINIMUM

CLEARANCE. ILLUMINATION 1 FT

CANDLE/FT AT FLOOR. PROVIDE 90

MIN BACKUP POWER

1 HOUR RATED FIRE BARRIER

NUMBER OF OCCUPANTS

OCCUPANCY CLASS

GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING

AND POWER SYSTEMS, FIRE ALARM, EMERGENCY

VOICE/ALARM COMMUNICATIONS SYSTEM.

LIFE SAFETY PLAN LEGEND

A-585.1

EXISTING

FUTURE SCOPE

W

EXIT LIGHTING

C F P

W C F P

(E) FIRE EXTINGUISHER

CABINET

FEC

(E) (E) (E) (E)

INDICATES DIRECTION

(E)

(E) 2 HOUR RATED FIRE WALL

2 HOUR RATED FIRE WALL -

FUTURE SCOPE

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

EXIT LIGHTING

INDICATES DIRECTION

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTION

As indicated

G-131

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

LIFE SAFETY PLAN -

BASEMENT

PACKAGE 1: RENOVATION

DIRECTIONAL ARROW

SIGN FACING DIRECTION

MOUNTING STYLE

EXIT SIGN MOUNTING STYLE:

C = CEILING MOUNT

P = PENDANT MOUNT

W = WALL MOUNT

F = FLAG MOUNT

EXIT SIGN SYMBOL

CC

3/32" = 1'-0" G-131

1 LIFE SAFETY OVERALL - LEVEL 01 Copy 1

UP

UP

1 2 3 55.1

7 8 9

A

B

C

D

E

F

H

J

L

0.5 1.5 3.3

K

1.2

I

4.5

2598 SF

A-2

CAFETERIA

OCCS

EXIT

76" MIN REQD

76" PRVD

OCCS

EXIT

32" MIN REQD

36" PRVD

OCCS

EXIT

32" MIN REQD

72" EXISTING

1771 SF

A-1

STAGE

357 SF

A-1

GREEN ROOM /

DRESSING ROOM

3173 SF

A-1

AUDITORIUM

22 SF

S-1

JANITOR

AREA LEGEND

A-1

A-2

A-3

B

E

S-1

SI1

EXISTING DOOR

2015 SF

A-3

LOBBY

211 SF

S-1

STORAGE

142 SF

S-1

LIGHTING

CONTROL ROOM

181 SF

S-1

AV EQUIPMENT

155 155

44 SF

A-1

CHANGE 1

28 SF

A-1

CHANGE 2

28 SF

A-1

CHANGE 3

COURTYARD

FUTURE

SCOPE

1.7

1 HR RATED FIRE

BARRIER

2 HR RATED FIRE WALL (FUTURE SCOPE)

210 SF

S-1

STORAGE

91 SF

E

PRACTICE 1

106 SF

B

OFFICE

91 SF

E

PRACTICE 2

458 SF

E

BAND ROOM

ADDITION

864 SF

E

BAND ROOM

FEC

W

W

31' - 3"

CAFETERIA MAX. DIAGONAL = 67' - 1"

1/3 DISTANCE = 22' - 4 5/16"

W

(E)

CAFETERIA MAX. DIAGONAL = 94' - 4"

1/3 DISTANCE = 31' - 5 5/16"

40' - 1"

F E

C

(E)

W W W

(E)

(E) 2 HOUR FIRE RATED WALL

OCCS

EXIT

32" MIN REQD

72" EXISTING

543 SF

S-1

(E) BOILER

928 SF

A-2

(E) KITCHEN

142 SF

SI1

(E) STORAGE

3.5

2 HOUR FIRE RATED WALL

FIRE EXTINGUISHER

CABINET, SEE

ACCESSORY USE*

ACCESSIBLE EXIT

EXIT (WITH NUMBER OF OCCUPANTS)

FEC

OCCS

COMPONENT

XX" MIN REQD

MIN PRVD

EGRESS COMPONENT WIDTH DATA

ROOM OR AREA NAME

# SF

OLF

OL

OG

Area

OCCUPANT LOAD FACTOR

(NET OR GROSS)

2 HOUR RATED FIRE WALL

PATH OF EGRESS, 36" MINIMUM

CLEARANCE. ILLUMINATION 1 FT

CANDLE/FT AT FLOOR. PROVIDE 90

MIN BACKUP POWER

1 HOUR RATED FIRE BARRIER

NUMBER OF OCCUPANTS

OCCUPANCY CLASS

GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING

AND POWER SYSTEMS, FIRE ALARM, EMERGENCY

VOICE/ALARM COMMUNICATIONS SYSTEM.

LIFE SAFETY PLAN LEGEND

A-585.1

EXISTING

FUTURE SCOPE

W

EXIT LIGHTING

C F P

W C F P

(E) FIRE EXTINGUISHER

CABINET

FEC

(E) (E) (E) (E)

INDICATES DIRECTION

(E)

(E) 2 HOUR RATED FIRE WALL

2 HOUR RATED FIRE WALL -

FUTURE SCOPE

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

EXIT LIGHTING

INDICATES DIRECTION

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

Group A-1 (Assembly) – 440 Occupants

Male 220; Female 220

Per OSSC, Male WC 1 per 125; Female WC 1 per 65

Male/Female Lavatories 1 per 200; Drinking fountains 1 per floor

WC = 1.76 Male; 3.4 Female; Lavatories = 1.1 Male; 1.1 Female

Group A-3 (Assembly) – 136 Occupants

Male 68; Female 68

Per OSSC, Male WC 1 per 125; Female WC 1 per 65

Male/Female Lavatories 1 per 200; Drinking fountains 1 per floor

WC = 0.54 Male; 1.05 Female; Lavatories = 0.34 Male; 0.34 Female

Group E (Educational) – 23 Occupants

Male 11; Female 12

Per OSSC, Male / Female WC 1 per 50;

Male/Female Lavatories 1 per 50; Drinking fountains 1 per floor

WC = 0.22 Male; 0.24 Female; Lavatories = 0.22 Male; 0.24 Female

Group S-1 (Storage) – 5 Occupants

Male 2; Female 3

Per OSSC, Male/Female WC 1 per 100

Male/Female Lavatories 1 per 100

WC = 0.02 Male; 0.03 Female; Lavatories = 0.02 Male; 0.03 Female

TOTAL REQUIRED

WC = 2.54 Male; 4.72 Female; Lavatories = 1.68 Male; 1.71 Female

TOTAL PROVIDED

All User RR; WC = 9, Lavatories = 6

Dressing Room RR; WC = 1, Lavatories = 1

RESTROOM CALCULATION OVERALL (PACKAGE 1 & 4)

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTION

As indicated

G-132

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

LIFE SAFETY PLAN - LEVEL

01, 02 & 03

PACKAGE 1: RENOVATION

DIRECTIONAL ARROW

SIGN FACING DIRECTION

MOUNTING STYLE

EXIT SIGN MOUNTING STYLE:

C = CEILING MOUNT

P = PENDANT MOUNT

W = WALL MOUNT

F = FLAG MOUNT

EXIT SIGN SYMBOL

CC

1/16" = 1'-0" G-132

1 LIFE SAFETY OVERALL - LEVEL 01, 02 & 03

KEY - FUNCTION OF SPACE

Function of Space

Occupant

Load Factor

Net or

Gross

Accessory storage areas, mechanical equipment room 300 Gross

Assembly - Standing space 5 Net

Assembly - Unconcentrated (tables and chairs) 15 Net

Business area 150 Gross

Educational - Classroom Area 20 Net

Industrial areas 100 Gross

Institutional - Inpatient treatment areas 240 Gross

Kitchen, commercial - associated with dining facility 200 Gross

Library reading rooms 50 Gross

Library stack area 100 Gross

Locker rooms 50 Gross

Mercantile 60 Gross

Parking garages 200 Gross

Residential 200 Gross

Unoccupied accessory areas 0 Gross

AREA SCHEDULE - RESTROOM CALCULATION

NAME AREA

NET /

GROSS

OCC LOAD

FACTOR

OCC

GROUP

OCC

LOAD

A-1

STAGE 1771.32 SF Net 15 A-1 119

GREEN ROOM /

DRESSING ROOM

356.77 SF Net 50 A-1 8

AUDITORIUM 3172.60 SF Net A-1 310

CHANGE 1 44.30 SF Net 50 A-1 1

CHANGE 2 27.65 SF Net 50 A-1 1

CHANGE 3 27.65 SF Net 50 A-1 1

A-3

LOBBY 2015.17 SF Net 15 A-3 136

E

BAND ROOM ADDITION 457.55 SF Net 20 E 23

S-1

AV EQUIPMENT 180.52 SF Gross 300 S-1 1

WATER 135.48 SF Gross 300 S-1 1

ELECTRICAL 174.86 SF Gross 300 S-1 1

STORAGE 211.37 SF Gross 300 S-1 1

LIGHTING CONTROL

ROOM

142.34 SF Gross 300 S-1 1

1 2 3 5 6 7 8 9

A

B

C

D

E

F

G

H

J

L

0.5 3.3

K

1.2

I

4.5

COURTYARD

BELOW

FUTURE

SCOPE

1.7

W

W

1 HR RATED FIRE

BARRIER

(E) 2 HOUR FIRE WALL

(E) 2 HOUR RATED FIRE WALL

W

(E)

3.5

2 HOUR RATED

FIRE WALL

FIRE EXTINGUISHER

CABINET, SEE

ACCESSORY USE*

ACCESSIBLE EXIT

EXIT (WITH NUMBER OF OCCUPANTS)

FEC

OCCS

COMPONENT

XX" MIN REQD

MIN PRVD

EGRESS COMPONENT WIDTH DATA

ROOM OR AREA NAME

# SF

OLF

OL

OG

Area

OCCUPANT LOAD FACTOR

(NET OR GROSS)

2 HOUR RATED FIRE WALL

PATH OF EGRESS, 36" MINIMUM

CLEARANCE. ILLUMINATION 1 FT

CANDLE/FT AT FLOOR. PROVIDE 90

MIN BACKUP POWER

1 HOUR RATED FIRE BARRIER

NUMBER OF OCCUPANTS

OCCUPANCY CLASS

GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING

AND POWER SYSTEMS, FIRE ALARM, EMERGENCY

VOICE/ALARM COMMUNICATIONS SYSTEM.

LIFE SAFETY PLAN LEGEND

A-585.1

EXISTING

FUTURE SCOPE

W

EXIT LIGHTING

C F P

W C F P

(E) FIRE EXTINGUISHER

CABINET

FEC

(E) (E) (E) (E)

INDICATES DIRECTION

(E)

(E) 2 HOUR RATED FIRE WALL

2 HOUR RATED FIRE WALL -

FUTURE SCOPE

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

EXIT LIGHTING

INDICATES DIRECTION

INDICATES HOST - WALL, CEILING,

FLAG, PENDANT

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTION

As indicated

G-133

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

LIFE SAFETY PLAN - LEVEL

04 & 05

PACKAGE 1: RENOVATION

DIRECTIONAL ARROW

SIGN FACING DIRECTION

MOUNTING STYLE

EXIT SIGN MOUNTING STYLE:

C = CEILING MOUNT

P = PENDANT MOUNT

W = WALL MOUNT

F = FLAG MOUNT

EXIT SIGN SYMBOL

C

1/16" = 1'-0" G-133

1 LIFE SAFETY OVERALL - LEVEL 04 & 05

REFER TO ANSI 117.3, 2003 FOR ADA INFORMATION.

:5

:1

R A

T

IO

3:5 - 1:1

RATIO

/8

M

IN

TEXT

MATERIAL: 1/16" PHOTOPOLYMER

FONT: TO BE DETERMINED BY OWNER

FINISH: CUSTOM COLOR TO MATCH WALL PNT

ATTACHMENT METHOD: SNOT TAPE OR SIM, MUST BE TIGHTLY FIT TO WALL

TEXT MUST BE ALL CAPS IN A SANS-SERIF OR SIMPLE SERIF STYLE

CAP HEIGHT MUST BE BETWEEN 5/8" AND 2"; MEASURE USING CHARACTER "X"

RATIO OF CHARACTER WIDTH TO HEIGHT BETWEEN 3:5 AND 1:1

PERMANENT ROOM ID TEXT MUST BE TACTILE, RAISED 1/32" ABOVE SIGN FACE

" 123"

MATERIAL: 3/8" ANODIZED BLACK ALUMINUM, INDIVIDUAL #'S

FONT: TO BE DETERMINED BY OWNER

ATTACHMENT METHOD: BIDDER DESIGNED

4" WIDE

R E

Q 'D

/2

M

IN

MATERIAL: 1/16" PHOTOPOLYMER

FONT: TO BE DETERMINED BY OWNER

FINISH: CUSTOM COLOR T MATCH WALL PNT

ATTACHMENT METHOD: SNOT TAPE OR SIM, MUST BE TIGHTLY FIT TO WALL

RATIO OF CHARACTER WIDTH TO HEIGHT BETWEEN 3:5 AND 1:1

PERMANENT ROOM ID TEXT MUST BE TACTILE, RAISED 1/32" ABOVE SIGN FACE

M

IN

H E

IG

H

T R

E Q

'D

*GC RESPONSIBLE FOR CONFIRMING SITE ADDRESS

3325*4

M

IN

MATERIAL: WHITE VINYL LETTERING CENTERED ON GLAZING PANEL, PER DRAWINGS

FONT: TO BE DETERMINED BY OWNER

1/2" MIN

NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION

PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL

CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL NOT BE

SPELLED OUT. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM).

2019 OREGON FIRE CODE:

505.1 ADDRESS NUMBERS

MUST BE A MINIMUM 70% CONTRAST BETWEEN FIGURE AND GROUND

CHARACTER AND BACKGROUND MUST BE MATTE, EGGSHELL OR OTHER NON-GLARE MATERIAL

SIGNAGE AND CONTRAST

RAISED DOT

MUST BE

BETWEEN .017"

AND .022"

ELEVATION SECTION

HEIGHT OF

. 0.241

.0

.3

.0

MESSAGE AREA

GRADE 2 BRAILLE

FINISH FLOOR

M

IN

M

A X

CENTER LINE OF

TACTILE/BRAILLE

MESSAGE TO BE

PLACED 60" MAX ABOVE

FINISH FLOOR.

SIGNAGE TO BE PLACED

ON LATCH SIDE OF DOOR

OVERHEAD

SIGNAGE MUST BE

80" CLEAR ABOVE

FINISH FLOOR

M

IN

C

LR

ROOM NAME / FLOOR NUMBER

BRAILLE

DOES NOT APPLY TO

APARTMENT UNIT SIGNAGE

/4

M

IN

/8

M

IN

ROOM NUMBER

/2

M

IN

3* CENTER LINE OF

CHARACTER at 60"

ABOVE FINISH FLOOR

FLOOR LEVEL INDICATOR

MINIMUM 2" HIGH

USE GRADE 2 BRAILLE,

MINIMUM .5" HIGH

FLOOR LEVEL INDICATOR ON

HOISTWAY DOOR at GROUND

FLOOR

USE STAR OR ASTERISK

AT GROUND FLOOR

CENTER LINE OF

CHARACTER at 60"

ABOVE FINISH FLOOR

FLOOR LEVEL INDICATOR

MINIMUM 2" HIGH

USE GRADE 2 BRAILLE,

MINIMUM .5" HIGH

FLOOR LEVEL INDICATOR ON

HOISTWAY DOOR ABOVE OR

BELOW GROUND FLOOR

A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY AND RAMP CONNECTING MORE THAN THREE STORIES

DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE INTERIOR EXIT STAIRWAY AND RAMP AND THE

IDENTIFICATION OF THE STAIR OR RAMP. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE DIRECTION TO, THE EXIT DISCHARGE AND

THE AVAILABILITY OF ROOF ACCESS FROM THE INTERIOR EXIT STAIRWAY AND RAMP FOR THE FIRE DEPARTMENT. THE SIGN SHALL BE LOCATED

5 FEET ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN AND CLOSED POSITIONS.

2019 OREGON STRUCTURAL SPECIALTY CODE :

1023.9 STAIRWAY IDENTIFICATION SIGNS

Roof Access

Floors 1−Roof

STAIR 1

STAIR IDENTIFICATION

TERMINUS OF TOP

AND BOTTOM

LEVELS OF STAIR

FLOOR LEVEL

CENTER LINE OF SIGN at 60" ABOVE

FINISH FLOOR

"ROOF ACCESS"

AT ALL STAIRWAYS

M

IN

12" MIN

ELEVATOR DOOR

CALL LANTERN

FLOOR LEVEL

CALL BUTTON

STAR OF LIFE SYMBOL

(AMBULATORY STRETCHER ELEVATOR(S)

SEE 15/A002, SEE PLANS.

8"

INTERNATIONAL

MEDICAL SERVICES

(STAR OF LIFE)

ELEVATOR JAMB, SEE

PLAN

EQ EQ

MOUNT AT +5'-0" AFF

IN CASE OF

FIRE USE

STAIRS

BRAILLE TEXT

FIREFIGHTER'S OPERATION

TO RECALL ELEVATORS

INSERT FIRE KEY AND

TURN TO "ON"

ELEVATOR

EMERGENCY POWER

ELEVATOR INTERCOM

PUSH AND HOLD

(SPEAKER)

(SPEAKER)

(SPEAKER BUTTONS)

(FIREMAN KEY)

(BUTTON TO CALL

ELEVATOR DOWN)

FIREFIGHTER'S

PHONE JACK

"IN CASE OF FIRE

USE STAIR FOR

EXIT" (GRAPHIC)

(BUTTON TO CALL

ELEVATOR DOWN)

(FIREFIGHTER'S

PHONE JACK)

(BUTTON TO CALL

ELEVATOR UP)

(BUTTON TO CALL

ELEVATOR UP)

FIREFIGHTER'S

PHONE JACK

"IN CASE OF FIRE

USE STAIR FOR

EXIT" (GRAPHIC)

(FIREFIGHTER'S

PHONE JACK)

TYPICAL GROUND FLOOR - ELEVATORS UP & DOWN TYPICAL UPPER & LOWER FLOORS

A

B V

F F

T Y

P

O F

B U

T T

O N

S

A

B V

F F

T Y

P

O F

B U

T T

O N

S

TEXT

SYMBOLS USED FOR

PERMANENT ROOM

IDENTIFICATION MUST BE

ACCOMPANIED BY TEXT AND BRAILLE

WHICH CONFORM TO THE ADA TEXT

GUIDELINES

SYMBOL

SMOKING IS PROHIBITED

WITHIN 10 FEET

1 1/2" TALL VINYL

LETTERING ON

STOREFRONT GLAZING

VINYL GRAPHIC ON

STOREFRONT GLAZING

TYPICAL CODE REQUIRED SIGNAGE:

1. RESTROOM SIGNAGE.

2. ASSEMBLY OCCUPANCY SPACES SHALL HAVE MAX OCCUPANT LOADS POSTED WITHIN

SPACE AT A CONSPICUOUS LOCATION, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY.

REFERENCE OSSC 1004.9.

3. TWO-WAY COMMUNICATIONS SYSTEM DIRECTIONS AND INSTRUCTIONS ADJACENT TO

TWO-WAY COMMUNICATION SYSTEM. REFERENCE OSSC 1009.8.2.

4. SIGNAGE IDENTIFYING AREAS OF REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE.

IDENTIFICATION AND INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY

CONDITIONS TO BE POSTED. REFERENCE OSSC 1009.9 AND 1009.11.

5. SIGNAGE IDENTIFYING FIRE RISER ROOM.

6. SIGNAGE IDENTIFYING FIRE ALARM CONTROL PANEL.

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

NOT FOR

CONSTRUCTION

As indicated

G-201

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

CODE SIGNAGE

STANDARDS

PACKAGE 1: RENOVATION

n.t.s.G-201

1 SIGN TEXT

n.t.s.G-201

2 UNIT IDENTIFICATION SIGNAGE - TYPE A

n.t.s.G-201

3 UNIT ADA + BRAILLE SIGNAGE - TYPE B

n.t.s.G-201

4 EXTERIOR BUILDING ADDRESS

n.t.s.G-201

5 COLOR CONTRAST

n.t.s.G-201

6 GRADE 2 BRAILLE

n.t.s.G-201

7 TACTILE / BRAILLE SIGN MOUNTING

n.t.s.G-201

13 SIGN LOCATIONS

n.t.s.G-201

9 TACTILE/BRAILLE SIGN, TYP

n.t.s.G-201

10 FLOOR INDICATOR AT HOISTWAY DOOR

n.t.s.G-201

11 FLOOR LEVEL INDICATOR

n.t.s.G-201

12 STAIRWELL SIGNAGE

n.t.s.G-201

14 ELEVATOR DOOR SIGNS / LAYOUT

n.t.s.G-201

15 STAR OF LIFE SYMBOL

n.t.s.G-201

19 IN CASE OF FIRE SIGN

n.t.s.G-201

20 ELEVATOR CALL BUTONS - FOR REFERENCE ONLY

n.t.s.G-201

8 USING SYMBOLS

n.t.s.G-201

18 NO SMOKING BUILDING SIGNAGE

n.t.s.G-201

17 GENERAL CODE REQUIRED SIGNAGE

CAFETERIA

JANITOR

ALL USER RR

D.1

C.1

C.1

C.4 C.2

C.2

C.2

C.2

C.2 C.3.1

C.2

C.2

E.1 D.1 D.1

PRACTICE 1

PRACTICE 2

BAND ROOM

BAND STORAGE

BAND ROOM ENTRY

OFFICE

ELEVATOR VEST

D.1

D.1

D.1

D.1

D.1

D.1D.1

HATCH INDICATES

EXISTING, NIC

HATCH INDICATES

EXISTING, NIC

(E) FLOOR

FRAMING TO

REMAIN

(N) FLOOR

LVL 04 CORR

D.1

UP

UP

HATCH INDICATES

EXISTING, NIC

HATCH INDICATES

EXISTING, NIC

LVL 05 CORR

D.1 E.1

GENERAL NOTES - CODE SIGNAGE

A. REFERENCE G-201 FOR SIGNANGE STANDARDS.

B. ALL SIGNAGE MESSAGING AND CONTENT TO BE

CONFIRMED BY OWNER DURING SUBMITTAL REVIEW.

@ PT 1 AND PT 2 WALLS

SUBSTRATE : PT 3

MESSAGE : WHITE

@ GLASS RELITE

SUBSTRATE : FROSTED MATTE ACYLIC W/ BACKPAINT

LIGHT GREY (COLOR TBD)

MESSAGE: PT 3 - KENDALL CHARCOAL

TYPEFACE:

SOLEIL

BRAILLE:

PROVIDE DTS RAISED DOTS TO MATCH SIGN COLOR

SIGNAGE COLOR STANDARDS

A.1

SIGNAGE LEGEND

OFFICE/MEETING ROOM - GLASS MOUNTED

B.1 CLASSROOM - GLASS MOUNTED

C.1 ALL USER RESTROOMS AND SHOWER - MAIN

ENTRY

C.2 ALL USER RESTROOM - COMPARTMENT

C.3.1 ALL USER RESTROOM - ADA SINGLE OCC.

C.4 ALL USER RESTROOM - AMBULATORY STALL

C.5 ALL USER RESTROOM - ADA SHOWER SINGLE OCC.

D.1 ROOM NAME SIGN - INTERIOR

D.2 ROOM NAME SIGN - EXTERIOR SIDING MOUNT

E.1 CODE - EXIT

E.2 CODE - EXIT DIRECTIONAL - NOT USED

E.3 CODE - EVACUATION MAP

E.4 CODE - FIRE ALARM CONTROL PANEL

E.5 CODE - BUILDING NAME OR NUMBER AS

REQUESTED BY FIRE DEPARMENT

C.3.2 ALL USER RESTROOM - ADA SINGLE OCC. W/ BABY

CHANGING STATION

E.6 CODE - NO SMOKING NEAR ENTRY - VINYL

E.7 HAZARDOUS MATERIAL NOTICE

11"

/2

FIRE EXIT ROUTE

LOCATION FOR MESSAGE IN BRAILLE

/2

/4

" 1 /4

/8

/8

/2

/4

SPACE ALLOWS FOR A

11"X8.5" INSERT

/4

EXIT

LOCATION FOR NAME AND NUMBER IN BRAILLE

1/2"

/4

/8

/4

8 1/2"

/1

PLAN MAP TBD

ALL USER

TOILET

LOCATION FOR NAME AND NUMBER IN BRAILLE

/8

6 1/2"

/4

1/2" 5 1/4" 3/4"

/3

/8

/1

"9 /3

LOCATION FOR NAME AND NUMBER IN BRAILLE

ONE LINE NAME

1/2"

/4

/8

TWO LINE NAME

/4

/8

/3

/8

/3

/4

8 1/2"

3/4"

START TEXT HERE

/1

ALL USER

RESTROOM

LOCATION FOR NAME AND NUMBER IN BRAILLE

/8

6 1/2"

/4

1/2" 5 1/4" 3/4"

/3

/8

/1

"9 /3

" ALL USER

AMBULANT

LOCATION FOR NAME AND NUMBER IN BRAILLE

/8

6 1/2"

/4

1/2" 5 1/4" 3/4"

/3

/8

/1

"9 /3

A.1

B.1

C.1

D.1

D.2

C.2 C.3.1

C.3.2

C.4

*OMIT BABY CHANGING STATION ICON

FOR SIGN C.3.1

/4

/4

/4

E.1

E.3

E.4

E.7

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

NOT FOR

CONSTRUCTION

As indicated

G-202

06/01/26

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

CODE SIGNAGE PLAN

PACKAGE 1: RENOVATION

1" = 10'-0" G-202

1 FLOOR PLAN - LEVEL 02 - SIGNAGE

1" = 10'-0" G-202

2 FLOOR PLAN - LEVEL 03 - SIGNAGE

1" = 10'-0" G-202

3 FLOOR PLAN - LEVEL 04 - SIGNAGE

1" = 10'-0" G-202

4 FLOOR PLAN - LEVEL 05 - SIGNAGE

LIST OF ABBREVIATIONS

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADD'L. ADDITIONAL

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT. ALTERNATE

ALUM. ALUMINUM

ARCH. ARCHITECT / ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASD ALLOWABLE STRENGTH DESIGN

LOAD LEVEL

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG. BUILDING

BOT. BOTTOM

BRBF BUCKLING RESTRAINED BRACED

FRAME

C.G. CENTER OF GRAVITY

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

C.J.P. COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR. CLEAR

CLT CROSS LAMINATED TIMBER

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

db BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DET. DETAIL

DIA., Ø DIAMETER

DIAG. DIAGONAL

D.L. DEAD LOAD

DLT DOWEL LAMINATED TIMBER

DWG. DRAWING

ELEC. ELECTRICAL

EL. ELEVATION

EQ. EQUAL

EXIST., (E) EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FDN. FOUNDATION

FIN. FINISH

FLR. FLOOR

FRT FIRE RETARDANT TREATED

FT. FOOT

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GL GLULAM

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL STEEL

IBC INTERNATIONAL BUILDING CODE

I.D. INSIDE DIAMETER

IN. INCHES

INT. INTERIOR

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS. POUNDS

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

LSL LAMINATED STRAND LUMBER

LVF LOW VELOCITY FASTENER

LVL LAMINATED VENEER LUMBER

MAX. MAXIMUM

MBMA METAL BUILDING MANUFACTURERS

ASSOCIATION

MECH. MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING

AND FIRE SAFETY

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MPH MILES PER HOUR

MPP MASS PLYWOOD PANELS

MT MAGNETIC PARTICLE TESTING

(N) NEW

N.I.C. NOT IN CONTRACT

NLT NAIL LAMINATED TIMBER

NOM. NOMINAL

NO. NUMBER

N.T.S. NOT TO SCALE

o.c. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

OSL ORIENTED STRAND LUMBER

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED FASTENER

PART. PARTITION

P/C PRECAST

PCF POUNDS PER CUBIC FOOT

PERIM. PERIMETER

PL PLATE

PP PARTIAL PENETRATION

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND LUMBER

PSI POUNDS PER SQUARE INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R, RAD. RADIUS

RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

REF. REFERENCE

RET. RETURN

REINF. REINFORCING

REQ'D. REQUIRED

REQ'MTS. REQUIREMENTS

SCHED. SCHEDULE

S.C. SLIP CRITICAL

SCL STRUCTURAL COMPOSITE LUMBER

SIM. SIMILAR

SLFS SEISMIC FORCE RESISTING SYSTEM

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

SS STAINLESS STEEL

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

SYM. SYMMETRICAL

THRU THROUGH

T&G TONGUE AND GROOVE

TRANS. TRANSVERSE

TS LIGHT GAUGE TUBE STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

U.T. ULTRASONIC TESTING

ULT. ULTIMATE STRENGTH DESIGN LOAD LEVEL

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

w/ WITH

WF WIDE FLANGE

w/o WITHOUT

W.P. WORK POINT

WPS WELDING PROCEDURE

SPECIFICATION

WWF WELDED WIRE FABRIC

N

79476PE

13, OREGON

EXPIRES

MAR.

NE

G I

S T R U C T

702 0

REE

RU LA

R I C H A RD S

P.AUHSOJ

PROFESS I ONA L

DERETSI

GER

111 SW Fifth Ave., Suite 2600

Portland, OR 97204

O: 503.227.3251

F: 503.227.7980 www.kpff.com

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

10022500757 R-24

12-13-26

1 : 1

/1

/2

:0

:3

P

M

A u to d e s k D o c s /1

L C

S D

T o le d o

H S

A u d it o ri u m

/1

R

-2 .r v t

S-001.1

6/1/2026

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

DRAWING INDEX AND LIST

OF ABBREVIATIONS

PERMIT SET

DRAWING INDEX

ISSUE LOG

P er m it

S e t

S-001.1 DRAWING INDEX AND LIST OF ABBREVIATIONS X

S-002.1 GENERAL STRUCTURAL NOTES X

S-003.1 GENERAL STRUCTURAL NOTES CONT. X

S-004.1 GENERAL STRUCTURAL NOTES CONT. X

S-005.1 SPECIAL INSPECTIONS AND TESTING X

S-006.1 SPECIAL INSPECTIONS AND TESTING CONT. X

S-132.1 FOUNDATION PLAN X

S-133.1 FLOOR FRAMING PLAN LEVELS 04 AND 05 X

S-136.1 ROOF FRAMING PLAN X

S-301.1 WALL ELEVATIONS X

S-501.1 TYPICAL CONCRETE DETAILS X

S-511.1 TYPICAL MASONRY DETAILS X

S-601.1 TYPICAL STEEL DETAILS X

S-701.1 TYPICAL WOOD DETAILS X

S-702.1 TYPICAL WOOD DETAILS X

S-703.1 TYPICAL WOOD DETAILS X

D A

T E

ISSUE LOG KEY:

' X ' ISSUED AS PART OF A SET

' - ' NOT A PART OF ISSUED SET

' * ' FOR INFORMATION ONLY

/0

/2

GENERAL

STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS, THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL

CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS,

INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE

CONTRACTOR.

THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR RESTRICTIVE REQUIREMENT SHALL GOVERN UNTIL CLARIFICATION IS REQUESTED.

CODE REQUIREMENTS:

CONFORM TO THE 2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2024 INTERNATIONAL

BUILDING CODE (IBC).

TEMPORARY CONDITIONS:

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE

CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES UNTIL COMPLETION.

CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

EXCAVATIONS SHALL NOT REDUCE THE VERTICAL OR LATERAL SUPPORT FOR ANY FOUNDATION OF THIS PROJECT OR ANY ADJACENT STRUCTURE WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST DETRIMENTAL LATERAL AND/OR VERTICAL MOVEMENT. REF. SUBMITTALS SECTION FOR

CONTRACTOR'S DELEGATED DESIGN RESPONSIBILITY WHERE SUCH SUPPORT IS REQUIRED.

EXISTING CONDITIONS:

ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.

ASSUMED FUTURE CONSTRUCTION:

VERTICAL: NONE

HORIZONTAL: NONE

STRUCTURE SUMMARY - TOLEDO HS RENOVATION

EXISTING BUILDING DESCRIPTION

ORIGINAL CONSTRUCTION

CAFETERIA AND BAND ROOM STRUCTURE - 1957 DRAWINGS BY

ANNAND BOONE & LEI ARCHITECTS AND VARIOUS LATER ADJACENT

ADDITIONS

ROOF GRAVITY FRAMING

1x DIAGONAL ROOF SHEATHING OVER 2x10 JOISTS OVER GLULAM

BEAMS SUPPORTED BY REINFORCED CONCRETE PILASTERS

EXISTING LATERAL SYSTEM 8" THICK REINFORCED CONCRETE WALLS

1964 ALTERATION DESCRIPTION BUILDING ADDITION ADDED TO NORTH SIDE OF BAND ROOM.

1996 ALTERATION DESCRIPTION

BUILDING ADDITION ADDED TO WEST SIDE OF BAND ROOM WITH

WOOD FRAMED WALL ADDED TO TOP OF BAND ROOM WEST

CONCRETE WALL.

2014 ALTERATION DESCRIPTION

BUILDING ADDITION ADDED TO SOUTHWEST CORNER OF BAND

ROOM WITH WOOD FRAMED WALL ADDED TO TOP OF BAND ROOM

SOUTH CONCRETE WALL.

STRUCTURAL ALTERATIONS

RISK CATEGORY III

DESIGN BASIS FOR ALTERATIONS

IMPACTING EXISTING GRAVITY FRAMING

ELEMENTS

OSSC 3408.5.2: EXISTING ELEMENTS WITH INCREASE IN DESIGN

LOADS BY MORE THAN 5% AND EXISTING ELEMENTS WITH

REDUCTIONS TO CAPACITY WILL BE STRENGTHENED TO MEET

CURRENT CODE.

PROPOSED ALTERATIONS TO EXISTING

GRAVITY FRAMING ELEMENTS

EXISTING ELEMENTS REVIEWED FOR NEW LOADS LISTED IN DESIGN

CRITERIA SECTION WHERE ALTERATIONS OCCUR. CAPACITY OF

EXISTING FRAMING NOT VERIFIED AT ELEMENTS WITH NO CHANGE IN

DESIGN LOADING OR CAPACITY.

SEISMIC RENOVATION BASIS

THERE IS NO CHANGE IN RISK CATEGORY FROM THE ORIGINAL

CONSTRUCTION. THEREFORE, COMPREHENSIVE SEISMIC

IMPROVEMENTS ARE NOT REQUIRED PER OSSC 3410.6.3. AND

PORTLAND CITY CODE CHAPTER 24.85

DESIGN BASIS FOR ALTERATIONS

IMPACTING EXISTING LATERAL FORCE-

RESISTING ELEMENTS

OSSC 3408.5.3: ALTERATIONS DO NOT INCREASE DEMAND-CAPACITY

RATIO OF EXISTING LATERAL FORCE-RESISTING ELEMENTS BY MORE

THAN 10% EXCEPT AS NOTED BELOW.

PROPOSED ALTERATIONS TO EXISTING

LATERAL FORCE-RESISTING ELEMENTS

NEW SHEATHED ROOF DIAPHRAGM IS PROVIDED OVER THE

CAFETERIA. SOUTH CONCRETE SHEAR WALL IS SHORTENED AND

OPENINGS ADDED. OPENINGS ARE ADDED TO THE GRID 3 CONCRETE

SHEAR WALL FOR THE NEW ELEVATOR.

TARGET BUILDING PERFORMANCE LEVELS

RISK CATEGORY III

SEISMIC RENOVATION BASIS

BASIC PERFORMANCE OBJECTIVE EQUIVALENT TO NEW BUILDING

STANDARDS (BPON) PER ASCE 41-17 TABLE 2-3

ANALYSIS PROCEDURE LINEAR STATIC PROCEDURE (LSP) PER ASCE 41-17 7.4.1.

DESIGN BASIS EARTHQUAKE BSE-1N BSE-2N

TARGET BUILDING PERFORMANCE LEVEL:

STRUCTURAL COMPONENTS DAMAGE CONTROL (S-2) LIMITED SAFETY (S-4)

EXISTING NON-STRUCTURAL COMPONENTS N/A (NON-STRUCTURAL COMPONENTS ARE BEING FULLY REPLACED)

SEISMIC DESIGN CRITERIA

BUILDING PERIOD T = 0.22 s

DESIGN BASIS EARTHQUAKE BSE-1N BSE-2N

RESPONSE SPECTRAL ACCELERATION Sa = 0.941 g Sa = 1.412 g

MODIFICATION FACTORS C1C2 = 1.4 C1C2 = 1.4

MASS PARTICIPATION FACTOR CM = 1.0 CM = 1.0

PSUEDO-LATERAL FORCE 1.32 W 1.98 W

SEISMIC BUILDING WEIGHT (W) 460 KIPS 460 KIPS

PSUEDO-LATERAL BASE SHEAR 607 KIPS 910 KIPS

NEW SEISMIC FORCE-RESISTING SYSTEM (SFRS)

BUILDING PERIOD X DIRECTION ( E / W ) Y DIRECTION ( N / S )

SEICMIC FORCE RESISTING SYSTEM (SFRS)

SPECIAL REINFORCED CONCRETE

MASONRY WALLS, LIGHT-FRAME

WOOD SHEAR WALLS, AND

EXISTING CONCRETE SHEAR

WALLS

LIGHT FRAME WOOD SHEAR

WALLS AND EXISTING CONCRETE

SHEAR WALLS

ALLOWABLE STORY DRIFT RATIO 1.5% (AT BSE-1N) 1.5% (AT BSE-1N)

DESIGN BASIS FOR EXISTING LATERAL

SYSTEM ELEMENTS TO REMAIN

EXISTING CONCRETE SHEAR WALLS AND THEIR FOUNDATIONS ARE

EVALUATED FOR ANY ADDITIONAL LOADING AND/OR REDUCED

CAPACITY PER ASCE 41-17.

THE SEISMIC FORCE-RESISTING SYSTEM (SFRS) FOR THE COMPLETED STRUCTURE IS AS FOLLOWS:

CONCRETE SHEAR WALLS ON GRIDS 1, 3, 4.5, E, AND H. NEW CMU SHEAR WALL ON GRID H. NEW ROOF DIAPHRAGMS. LIGHT-FRAME WOOD SHEAR WALLS ALONG THE NORTH AND SOUTH SIDES OF THE NEW WOOD-

FRAMED CORRIDORS.

REFER TO THE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR ADDITIONAL FABRICATING, INSTALLATION, TESTING AND INSPECTION REQUIREMENTS FOR MEMBERS THAT ARE PART OF THE SFRS.

DESIGN CRITERIA

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED

PER OSSC:

GRAVITY SYSTEM CRITERIA

OCCUPANCY OR USE UNIFORM LOAD CONCENTRATED LOAD

CORRIDORS 100 PSF L.L. 1,000 LBS.

ASSEMBLY AREAS 100 PSF L.L. 1,000 LBS.

ROOF LIVE/SNOW LOAD 25 PSF SNOW LOAD (ALSO SEE SNOW LOAD CRITERIA BELOW)

GRAVITY LOADING NOTES:

1. LIVE LOADS REDUCED PER OSSC.

2. MEMBERS DESIGNED FOR MORE CRITICAL OF UNIFORM OR

CONCENTRATED LOAD.

FRAMING MEMBER DEFLECTION LIMITS

VERTICAL FLOOR FRAMING

DEFLECTION - BUILDING INTERIOR

l/360 DUE TO L.L. AND l/240 DUE TO L.L. PLUS LONG TERM CREEP COMPONENT OF D.L.

VERTICAL ROOF FRAMING

DEFLECTION - BUILDING INTERIOR

l/240 DUE TO SNOW LOAD AND l/180 DUE TO SNOW LOAD PLUS LONG TERM CREEP COMPONENT OF D.L.

HORIZONTAL DEFLECTION -

EXTERIOR WALL FRAMING

l/240 DUE TO ASD WIND LOAD

DEFLECTION LIMIT NOTES:

1. l = LENGTH OF STRUCTURAL FRAMING MEMBER BETWEEN SUPPORTS.

2. FOR CANTILEVER FRAMING, l SHALL BE TAKEN AS 2X THE CANTILEVER

LENGTH.

3. LONG TERM CREEP COMPONENT OF DEAD LOAD (D.L.) INCLUDES ONLY

THE TIME DEPENDENT PORTION OF LONG TERM DEAD LOADING AND IS

APPLICABLE TO CONCRETE AND WOOD FRAMING ONLY.

SNOW CRITERIA

DESIGN ROOF SNOW LOAD 37.2 PSF MINIMUM IN ACCORDANCE WITH OSSC

WINTER WIND PARAMETER 0.35

SNOW DRIFT PER OSSC AS SHOWN ON PLANS

GROUND SNOW LOAD Pg= 35 PSF

FLAT ROOF SNOW LOAD Pf = 29.2 PSF

SNOW EXPOSURE FACTOR Ce = 1.0

THERMAL FACTOR Ct = 1.19

GEOTECHNICAL CRITERIA

DESIGN BASED ON REPORT BY: CARLSON GEOTECHNICAL, DATED NOVEMBER 14, 2025

ASSUMED DELEGATED DESIGN HELICAL PILE CAPACITIES (TO BE VERIFIED BY DELEGATED DESIGN ENGINEER):

DOWNWARD 20 TONS

UPWARD 20 TONS

SHORT TERM LOADING 1/3 INCREASE

WIND CRITERIA

RISK CATEGORY III

BASIC WIND SPEED VULT = 130 MPH (3-SECOND GUST) VASD = 101 MPH (3-SECOND GUST)

EXPOSURE CATEGORY B

GUST / INTERNAL PRESSURE GCpi = +/- 0.18

RAIN-ON-SNOW SURCHARGE 8 PSF

STRUCTURAL OBSERVATIONS

THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO PERFORM THESE OBSERVATIONS.

ITEM COMMENTS

PRIOR TO FIRST CONCRETE POUR AFTER REBAR PLACEMENT

DURING INITIAL WOOD FRAMING CONSTRUCTION

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES

A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT.

STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS AND DOES

NOT ALLEVIATE ANY SPECIAL INSPECTION REQUIREMENTS.

SPECIAL INSPECTIONS AND TESTING

SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEETS S00X-S00X. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.

SUBMITTALS

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE

ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE SEOR.

FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.

THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE

SUBMITTAL AS WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES.

DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON ON EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION.

CALCULATIONS AND DETAILS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC

AND AS NOTED UNDER "DESIGN CRITERIA".

SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING:

ITEM SUBMITTAL

DELEGATED

DESIGN

SUBMITTAL

COMMENTS

MEPF SYSTEMS ANCHORAGE AND BRACING X REF. TABLE NOTE 1

HELICAL PILES X

FOUNDATION EXCAVATION AND UNDERPINNING X REF. TABLE NOTE 2

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

A706 REBAR SUBSTITUTION MILL CERTIFICATIONS X

MASONRY REINFORCEMENT X

CONCRETE ANCHORAGES X

EMBEDDED STEEL ITEMS X

CONSTRUCTION JOINT LAYOUT X

STRUCTURAL STEEL X

STEEL WELDING PROCEDURES X

STEEL FASTENERS X

GLUE-LAMINATED MEMBERS X

ENGINEERED WOOD I-JOISTS X

PENETRATIONS OF SLABS/DECKS, WALLS, ETC. X

ROOF TIE-OFF ANCHORS X

TABLE NOTES:

1. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SAFETY EQUIPMENT AND ASSOCIATED DISTRIBUTION SYSTEMS WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE AND PROVISIONS FOR SEISMIC MOVEMENTS SHALL CONFORM TO ASCE 7-22 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR PRIOR TO FABRICATION. FOR RISK CATEGORY III AND IV BUILDINGS, THE SYSTEMS ENGINEER SHALL SPECIFY THE REQUIREMENTS FOR EQUIPMENT SEISMIC CERTIFICATION IN THE DEFERRED SUBMITTAL IN ACCORDANCE WITH OSSC SECTION 1705.13.4 AND ASCE 7-22 SECTION 13.2.2.

2. CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER TO PREPARE AN ASSESSMENT OF ANY EXCAVATIONS THAT MAY REDUCE THE VERTICAL OR LATERAL SUPPORT OF AN EXISTING FOUNDATION AS REQUIRED BY OSSC SECTION 1803.5.7. THE ASSESSMENT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL INCLUDE DETAILS AND SEQUENCING FOR CONSTRUCTION OF ANY UNDERPINNING OR BRACING

THAT IS REQUIRED.

SEISMIC DESIGN CRITERIA FOR NEW DELEGATED DESIGN

AND NON-STRUCTURAL ITEMS

DESIGN CODE ASCE 7-22

RISK CATEGORY III

DESIGN SPECTRAL RESPONSE SDS = 1.43

BUILDING PERIOD Ta = 0.22

STRUCTURE DUCTILITY FACTOR

Rμ = 1.3 (FOR ABOVE GRADE COMPONENTS

Rμ = 1.0 (FOR COMPONENTS AT GRADE AND BELOW)

EXISTING MATERIAL PROPERTIES - TOLEDO HS RENOVATION

BUILDING COMPONENT

EXPECTED MATERIAL

STRENGTH, kQCE

SPECIFIED (LOWER

BOUND) MATERIAL

STRENGTH, kQCL

ASCE 41-17

KNOWLEDGE FACTOR,

k

CONCRETE COMPONENTS (PSI)

CAST-IN-PLACE WALLS AND PILASTERS 2,813 1,875 0.75

CAST-IN-PLACE FOUNDATIONS 2,813 1,875 0.75

STEEL COMPONENTS (PSI)

CONCRETE REINFORCEMENT 30,938 24,750 0.75

STEEL PLATES 39,600 36,000 1.00

WOOD GRADING

DOUGLAS FIR S-DRY - SELECT STRUCTURAL - TYPICAL U.N.O.

NOTES:

1. SPECIFIED (LOWER BOUND) MATERIAL STRENGTH MAY BE USED FOR ASCE 7-22 DESIGN OF NEW ELEMENT

CONNECTIONS TO EXISTING MATERIALS.

N

79476PE

13, OREGON

EXPIRES

MAR.

NE

G I

S T R U C T

702 0

REE

RU LA

R I C H A RD S

P.AUHSOJ

PROFESS I ONA L

DERETSI

GER

111 SW Fifth Ave., Suite 2600

Portland, OR 97204

O: 503.227.3251

F: 503.227.7980 www.kpff.com

ARCHITECTS

CONSULTANT

STAMP

REVISION NO. DATE

KEY PLAN - (NTS)

SHEET NUMBER

DRAWING TITLE

SCALE

DATE

PROJECT NUMBER

ISSUANCE

TRUE

NORTH

PLAN

NORTH

10022500757 R-24

12-13-26

12" = 1'-0"

/1

/2

:0

:3

P

M

A u to d e s k D o c s /1

L C

S D

T o le d o

H S

A u d it o ri u m

/1

R

-2 .r v t

S-002.1

6/1/2026

25035

TOLEDO HIGH

SCHOOL

AUDITORIUM

LINCOLN COUNTY SCHOOL DISTRICT

1800 N.E. STURDEVANT RD.

TOLEDO, OREGON 97391

GENERAL STRUCTURAL

NOTES

GENERAL STRUCTURAL NOTES

CONCRETE REINFORCING STEEL

CONCRETE REINFORCEMENT SHALL BE AS LISTED BELOW. ASTM A615 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A706 REINFORCEMENT PROVIDED THAT THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED Fy BY MORE THAN 18,000 PSI AND THE RATIO OF ACTUAL TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25 AND THE ELONGATION REQUIREMENTS OF ASTM A706 ARE MET PER ACI 318-19 SECTION

20.2.2.5. MILL TESTS CERTIFICATIONS FOR SUBSTITUTED BARS SHALL BE SUBMITTED TO THE SPECIAL INSPECTOR AND SEOR PRIOR TO PLACEMENT. ASTM A706 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A615

REINFORCEMENT.

REINFORCING LOCATION MATERIAL GRADE

REINFORCING TO BE WELDED ASTM A706 GRADE 60

ALL OTHER USES U.N.O. ASTM A615 GRADE 60

ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI MNL-66 "ACI DETAILING MANUAL". SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL

BEAMS, WALLS AND COLUMNS SHOWING BAR LOCATIONS.

REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE SEOR.

PREHEATING METHODS SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR

LARGER.

LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS.

USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALL BE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK OR TAPER-LOCK COUPLERS (UES ER-319) OR APPROVED EQUAL WITH A CURRENT EVALUATION REPORT. FOR CONCRETE STRENGTHS BETWEEN TABULATED VALUES, USE LAP

SPLICE LENGTHS FOR NEAREST LOWER CONCRETE STRENGTH INDICATED.

TYP. WALL AND SLAB LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR

SIZE

WALL VERTICAL AND SLAB BOTTOM BARS WALL HORIZONTAL AND SLAB TOP BARS

3,000

PSI

4,000

PSI

5,000

PSI

6,000

PSI

7,000

PSI

≥ 8,000

PSI

3,000

PSI

4,000

PSI

5,000

PSI

6,000

PSI

7,000

PSI

≥ 8,000

PSI

#3 18 16 16 16 16 16 24 20 18 18 16 16

#4 30 26 24 22 20 18 38 34 30 28 26 24

#5 36 32 28 26 24 22 48 42 36 34 32 30

#6 44 38 34 32 28 28 56 50 44 40 38 36

#7 70 60 54 50 46 44 90 78 70 64 60 56

#8 86 74 68 62 56 54 112 98 88 80 74 70

#9 104 90 82 74 68 64 136 118 106 96 90 84

#10 126 108 98 88 82 78 162 142 126 116 106 100

#11 146 128 114 104 96 90 190 166 148 136 126 118

TYP. FOUNDATION AND MAT LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR

SIZE

BOTTOM BARS TOP BARS

3,000

PSI

4,000

PSI

5,000

PSI

6,000

PSI

7,000

PSI

8,000

PSI

3,000

PSI

4,000

PSI

5,000

PSI

6,000

PSI

7,000

PSI

≥ 8,000

PSI

#3 18 14 14 12 12 12 22 20 18 16 14 14

#4 22 20 18 16 14 14 28 26 22 20 20 18

#5 28 24 22 20 18 18 36 32 28 26 24 22

#6 34 28 26 24 22 22 42 38 34 30 28 28

#7 48 42 38 34 32 30 62 54 48 44 42 38

#8 54 48 42 38 36 34 70 62 54 50 46 44

#9 62 54 48 44 40 38 80 70 62 58 52 50

#10 70 60 54 50 46 42 90 78 70 64 60 56

#11 80 70 64 58 54 50 104 90 82 74 68 64

TABLE NOTES:

1. SPLICE LENGTHS APPLY TO ASTM A615 OR ASTM A706 GRADE 60 DEFORMED REINFORCING BARS ONLY.

2. SPLICE LENGTHS ARE BASED ON THE CLEAR COVER AND MINIMUM BAR CLEAR SPACING…