3-Attachment B Drawings Central PH4 3.13.26.pdf

PDF 22 MB Posted Mar 14, 2026

Attached to: Central Hall - Phase 4 2nd Floor Tenant Improvements
Solicitation number: 2026-06
Issued by: Jackson County, Amity City, Oregon

About this file

Written by GovTribe AI · Mar 18, 2026

This file contains architectural and engineering construction drawings for the Central Hall - Phase 4 Second Floor Tenant Improvements project at Southern Oregon University (SOU) located at 1250 Siskiyou Boulevard in Ashland, Oregon. The project encompasses approximately 12,828 square feet of interior renovation work on the second floor, including new wood frame partitions, casework, architectural finishes, mechanical systems (HVAC branch ducting and terminal units), plumbing fixtures and piping, electrical infrastructure including subpanels and lighting systems, and fire suppression system extensions. The scope of work also includes one bid alternate for a rooftop solar photovoltaic system. The drawing set is dated March 12, 2026, and classified as 100% Construction Documents suitable for construction bidding, recordation, conveyance, and permit issuance. The project involves comprehensive coordination across multiple trades including structural, mechanical, electrical, and plumbing systems, with detailed specifications for wall assemblies, interior finishes, door and window schedules, reflected ceiling plans, building sections, and system-specific plans for HVAC, plumbing, and electrical installations.

The construction documents include detailed specifications requiring all work to conform to the 2022 Oregon Structural Specialty Code, 2025 Oregon Energy Efficiency Specialty Code, 2022 Oregon Mechanical Specialty Code, 2023 Oregon Electrical Specialty Code, 2023 Oregon Plumbing Specialty Code, and applicable fire codes and standards including NFPA 13, NFPA 72, and NFPA 24. The project is funded by Southern Oregon University through its capital improvement program. General contractors are required to field-verify existing conditions, coordinate with all trades, maintain structural integrity during construction, provide necessary access and security for the site, and deliver comprehensive operation and maintenance documentation. The contractor bears responsibility for locating and protecting existing utilities, providing all required backing and blocking for fixtures and equipment, installing fire-rated and smoke-sealed access panels where required, and completing the work in compliance with all applicable building codes and manufacturer specifications without causing disruption to existing building operations.

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File	Type	Posted
2-Attachment A Project Manual ITB2026-06 final.pdf	PDF	Mar 14, 2026
1-ITB2026-06 Central Hall Phase 4-2nd Floor TI final.pdf	PDF	Mar 14, 2026

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SYMBOLS LEGEND - GENERAL

A101

DETAIL NUMBER

DETAIL

SHEET NUMBER

A101

SECTION NUMBER

WALL CROSS SECTION

SHEET NUMBER

SECTION NUMBER

BUILDING CROSS SECTION

SHEET NUMBER

A101

ELEVATION NUMBER

EXTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

SHEET NUMBER

GRID LINE

TOP TO BOTTOM: LETTERS

LEFT TO RIGHT: NUMBERS

ROOM IDENTIFICATION

ROOM NUMBER

ROOM NAME

AREA

NORTH ARROW

ARROW INDICATES PLAN NORTH

NO: CORRESPONDS TO ROOM

LETTER: DOOR

IDENTIFICATION

DOOR IDENTIFICATION

KEYNOTE

WINDOW IDENTIFICATION

KEYNOTE NUMBER

WINDOW TYPE

R-1

RELITE IDENTIFICATION

RELITE TYPE

XXXXX

ASSEMBLY IDENTIFICATION

ASSEMBLY TYPE. SEE

ASSEMBLIES SHEET FOR

MORE INFORMATION.

L-1

O.F.C.I. ITEM

ITEM NUMBER

24D / L 0'-1"

CABINET DIMENSION

W.I.C. CABINET TYPE NUMBER

CABINET LENGTH

CABINET DEPTH

LEVEL NAME

100'-0"

LEVEL IDENTIFICATION

LEVEL NAME

LEVEL ELEVATION

CENTERLINE

LOUVER IDENTIFICATION

LOUVER NUMBER

SEE INDIVIDUAL SHEETS FOR ADDITIONAL LEGENDS AND SYMBOLS

RIDGE

VALLEY

SLOPE

STEP IN ELEVATION

100'-0"

SPOT ELEVATION

X" / 12" SURFACE SLOPE

1 DRAWING REVISION

REVISION NUMBER. SEE

REVISION SCHEDULE ON

TITLEBLOCK

MATERIALS LEGEND - GENERAL

EARTH BATT INSULATION

NOTE: ALL METERIAL SYMBOLS ABOVE MAY NOT NECESSARILY BE USED IN THIS PROJECT. SEE INDIVIDUAL

SHEETS FOR ADDITIONAL LEGENDS AND SYMBOLS.

GRAVEL / ROCK

SAND / GROUT

CONCRETE

CMU

EXISTING WALL

WALL TO BE DEMOLISHED

BRICK

NEW WALL

RIGID INSULATION

ALUMINUM

STEEL

DIMENSIONAL LUMBER

BLOCKING / SHIM

FINISH WOOD

PLYWOOD

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, L

143 N 1ST STREET

ASHLAND, OR 97520

TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :2

G0.1

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

GENERAL

INFORMATION

SOU - CENTRAL HALL - PHASE 4

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

T S

ABV ABOVE

AC ASHPHALTIC CONCRETE

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ASW AREA SEPARATION WALL

BD BOARD

BLDG BUILDING

B.O. BOTTOM OF

BM BEAM

BS BACKSPLASH

CAB CABINET

CFCI CONTRACTOR FURNISHIED

CONTRACTOR INSTALLED

CH COAT HOOK

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CR CLASSROOM

CT CERAMIC TILE

CTB COMPUTER TERMINAL BOARD

CTSK COUNTERSINK

CURT CURTAIN/ DRAPERY

DBL DOUBLE

DIA DIAMETER

DIMS DIMENSIONS

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DW DISHWASHER

DP DISABLED PERSON

(E) EXISTING

EA EACH

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM ENTRANCE MATTING

EMT ELECTRICAL METALLIC TUBING

EPT EPOXY PAINT

EQ EQUAL

(E) EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FHSMS FLAT HEAD SHEET METAL SCREWS

FHMB FLAT HEAD MACHINE BOLT

ABBREVIATIONS - GENERAL

FIN FINISH (ED)

FND FEMININE NAPKIN DISPENSER

F.O. FACE OF

F.O.C. FACE OF CONCRETE / FACE OF COLUMN

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD / STRUCTURE

FP FIREPLACE

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRMG FRAMING

FRZR FREEZER

FTG FOOTING

GA GUAGE

GA GYPSUM ASSOCIATION

GALV GALVANIZED

GB GYPSUM BOARD

GWB GYPSUM WALL BOARD

GI GALVANIZED IRON

GS GALVANIZED STEEL

HS HALL STATION (ELEVATOR)

H HIGH

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HGT HEIGHT

HR HOUR

HVAC HEATING/VENTILATION/AIR CONDITIONING

HW HOT WATER

HC HANDICAP

INSUL INSULATION

IR INSIDE RADIUS

JST JOIST

KS KNEE SPACE

LAV LAVATORY

LPG LIQUID PROPANE GAS

M MIRROR

MAX MAXIMUM

MB MARKER BOARD

MDL MODEL

MECH MECHANICAL

MED MEDIUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

MTL METAL

MW MICROWAVE

(N) NEW

NIC NOT IN CONTRACT

O/ OVER

OCC OCCUPANCY

OPNG OPENING

OC ON CENTER

OD OUTSIDE DIAMETER

NOTE: ABBREVIATIONS BELOW MAY NOT INCLUDE ALL FOUND IN THE DRAWINGS

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

P PAINT

PLAM PLASTIC LAMINATE

PLWD PLYWOOD

PSF POUNDS PER SQ. FOOT

PWC PLASTIC WALL COVERING

PWP PLASTIC WALL PANEL

PT PRESSURE TREATED

RD ROOF DRAIN

REF REFRIGERATOR

RM ROOM

RO ROUGH OPENING

SD SOAP DISPENSER

SEP SEPARATION

SF SQUARE FEET

SQ FT SQUARE FEET

SHTG SHEATHING

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SMS SHEET METAL SCREWS

SPECS SPECIFICATIONS

STB SINGAL TERMINAL BACKBOARD

STL STEEL

STR STRUCTURAL

SS SOLID SURFACE

SST STAINLESS STEEL

TPD TOILET PAPER DISPENSER

TRSFR TRANSFORMER/TRANSFER

TS TUBE STEEL

TTB TELEPHONE TERMINAL BACKBOARD

TVB DATA TERMINAL BACKBOARD

TYP TYPICAL

TH THRESHOLD

TO TOP OF

TC TOP OF CONCRETE / CURB

TW TOP OF WALL

UL UNDERWRITER'S LABORATORY

UTIL UTILITY

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VWC VINYL WALL COVERING

WBG WALL BUMPER GUARD

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

WTP WATER TREATMENT PLANT

WF WIDE FLANGE

WS WOOD SCREW

W.I.C. WOODWORK INSTITUTE

W/ WITH

NOTES - GENERAL

1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK.

2. DIMENSIONS TAKE PRECEDENCE OVER DRAWING. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DISCPREPANCIES PRIOR TO PROCEEDING WITH

WORK. DIMENSIONS ARE TAKEN TO FOC, FOF, FOM, FOS, OR GRID, UNO.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNITS UNTIL ALL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE COMPLETED.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS WORK, COMPLIANCE WITH CONTRACT DOCUMENTS, ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. CONTRACTORS TO VERIFY ALL DIMENSIONS AND OPENING SIZES (CLEARANCES REQUIRED FROM MFR PRIOR TO CONSTRUCTION AND INSTALLATION OF EQUIPMENT, FURNISHINGS, ACCESSORIES ETC).

5. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE OVER "TYPICAL" OR "TYP." DETAILS. SPECIFIC DETAILS AND NOTES SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS.

6. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION.

7. CONTRACTOR IS RESPONISBLE FOR LOCATING ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION

WITH THE EXECUTION OF THE WORK.

8. SEPARATE ALL METALS FROM DIS-SIMILAR METALS WITH BITUMINOUS TAPE.

9. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALL OR SHALL BE LOCATED FOUR INCHES FROM FINISH WALL TO HINGE SIDE OF DOOR.

10. SCREWS ATTACHING GYPSUM BOARD TO RESILIENT CHANNELS SHALL NOT MAKE CONTACT AT THE METAL STUDS BEYOND.

11. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL GRAB BARS, SHELVES, EQUIPMENT, HAND RAILS, ACCESSORIES, CABINETS ETC. INCLUDING ITEMS INDICATED AS NIC.

12. CONTRACTOR TO PROVIDE ALL ACCESS PANELS AS REQUIRED. LOCATION, FINISH, AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT SHALL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED PANELS (MATCHING ASSEMBLY RATING) WHERE REQUIRED TO PENETRATE A RATED ASSEMBLY. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS

OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED.

13. AUTOMATIC FIRE SPRINKLER PLANS SHALL BE SUBMITTEED TO THE FIRE MARSHALL FOR REVIEW AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13, NFPA 13R, NFPA 24 AND NFPA 71 STANDARDS. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS (INCLUDING WATER SUPPLY INFORMATION) HAVE BEEN APPROVED BY THE FIRE MARSHAL HAVING JURISDICTION. THE SYSTEM

MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AUTHORITY.

14. SMOKE/FIRE DAMPERS SHALL BE FIRE MARSHAL APPROVED AND INSTALLED STRICTLY IN ACCORDANCE WITH THE MFR'S INSTRUCTIONS. MFR'S INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITY. DETAILS SHOWN ARE FOR REFERENCE ONLY. FIRE DAMPER ACCESS DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS AS PER OSSC CHAPTER 7.

GENERAL

G0.1 GENERAL INFORMATION

G0.2 ADA COMPLIANCE

G0.3 ADA COMPLIANCE

G0.5 CODE SUMMARY

G0.6 CODE SUMMARY

ARCHITECTURAL

A0.1 SITE PLAN

A1.1 ASSEMBLIES - INTERIOR

A2.1 SECOND FLOOR DEMOLITION PLAN

A3.1 SECOND FLOOR PLAN - DIMENSIONS

A3.1.2 SECOND FLOOR PLAN - NOTES

A3.1.3 SECOND FLOOR PLAN - FURNITURE &

EQUIPMENT

A3.1.4 SECOND FLOOR PLAN - FINISH

A3.1.5 ENLARGED RESTROOM PLAN

A3.3 ATTIC FLOOR PLAN

A3.4 ROOF PLAN

A5.1 SECOND FLOOR REFLECTED CEILING PLAN

A7.1 BUILDING SECTIONS

A7.2 BUILDING SECTIONS

A7.3 BUILDING SECTIONS

A9.1 EXTERIOR DETAILS

A10.0 INTERIOR ELEVATION TAG PLAN

A10.1 INTERIOR ELEVATIONS

A10.2 INTERIOR ELEVATIONS

A10.3 INTERIOR ELEVATIONS

A10.4 INTERIOR ELEVATIONS

A10.5 INTERIOR ELEVATIONS

A10.6 INTERIOR ELEVATIONS

A10.7 INTERIOR ELEVATIONS

A11.1 ROOM FINISH AND DOOR SCHEDULES

A11.3 WINDOW & CURTAIN WALL TYPES

A12.1 CABINET DETAILS

A12.2 INTERIOR DETAILS

A12.3 INTERIOR DETAILS

A12.4 INTERIOR DETAILS

A12.5 INTERIOR DETAILS

OWNER

SOUTHERN OREGON UNIVERSITY

CONTACT: JIM MCNAMARA

351 WALKER AVE.

ASHLAND, OR 97520

(541) 821-1294 (P) mcnamaraj@sou.edu

ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER PLUMBING ENGINEER

KSW ARCHITECTS

CONTACT: RAY KISTLER

66 WATER STREET, STE 101

ASHLAND, OR 97520

(541) 488-8200 (P) raymondk@kswarchitects.com

ARCSINE ENGINEERING

CONTACT: JOHN KELLER

1236 DISK DRIVE

MEDFORD, OR. 97501

(541) 842-4188 (P)

JKELLER@ARC-SINE.COM

ARCSINE ENGINEERING

CONTACT: ED PHILLIPS

950 EXECUTIVE WAY

REDDING, CA. 96002

(530) 222-7204 (P)

EPHILLIPS@ARC-SINE.COM

ARCSINE ENGINEERING

CONTACT: CHRIS HEIDL

1236 DISK DRIVE

MEDFORD, OR. 97501

(541) 842-4188 (P)

CHEIDL@ARC-SINE.COM

VICINITY MAP

SISKIYOU BLVD

M O

U N

T A

V E

MECHANICAL

M0.0 MECHANICAL LEGEND AND NOTES

M0.1 MECHANICAL SCHEDULES

M3.1 SECOND FLOOR MECHANICAL PLAN

M3.2 ATTIC MECHANICAL PLAN - EAST

M3.3 ATTIC MECHANICAL PLAN - WEST

M4.1 ATTIC MECHANICAL PIPING PLAN

PLUMBING

P0.0 LEGEND AND GENERAL NOTES

P0.1 SCHEDULES

P1.0 SECOND FLOOR PLUMBING PLAN

ELECTRICAL

E0.0 LEGEND AND GENERAL NOTES

E2.0 ONE-LINE DIAGRAM AND LOAD SUMMARY

E2.1 PANELBOARD SCHEDULES

E3.0 SITE POWER PLAN

E4.0 BASEMENT POWER PLAN

E4.1 SECOND FLOOR POWER PLAN

E5.0 SECOND FLOOR LIGHTING PLAN

E6.0 SECOND FLOOR SPECIAL SYSTEMS PLAN

E7.0 DETAILS

E7.1 DETAILS

E7.2 DETAILS

E7.3 DETAILS

BID ALTERNATES

DRAWING INDEX

SECOND FLOOR TENANT IMPROVEMENTS

N/A N/A N/A

#1 ADD GRID-TIED ROOFTOP SOLAR PHOTOVOLTAIC SYSTEM 1

FLOOR SURFACES (302) & CHANGES IN LEVEL (303)

NOTE: THESE DIAGRAMS ARE BASED ON THE INFORMATION CONTAINED IN THE ICC/ANSI

A117.1-2009 MANUAL AND CHAPTER 11 OF THE OSSC 2014. THEY ARE REPRESENTATIVE OF THE

GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. THEY ARE NOT REPRODUCTIONS OF

ALL OF THE INFORMATION CONTAINED IN THE ANSI MANUAL. REFER TO THE ANSI MANUAL FOR

COMPLETE INFORMATION AND REQUIREMENTS.

PROTRUDING OBJECTS (307)

A X

FIG. 302.2

CARPET ON FLOOR SURFACES

FIG. 303.2

VERTICAL CHANGE IN LEVEL

A X

FIG. 303.3

BEVELED CHANGES IN LEVEL

(B)

(A)

A X

1 1

M A

TURNING SPACE (304)

FIG. 304.3

SIZE OF TURNING SPACE

67 IN MIN

(A) CIRCULAR

60" MIN

12" MIN

36" MIN

12' MIN

(B) T-SHAPED

CLEAR FLOOR SPACE (305)

(A) FORWARD

30" MIN

(B) PARRALLEL

48" MIN

FIG. 305.5

POSITION OF CLEAR FLOOR SPACE

(A) FORWARD APPROACH

36" MIN

(B) PARRALLEL APPROACH

60" MIN

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

KNEE AND TOE CLEARANCE (306)

(A) ELEVATION (B) PLAN

6" MAX

17" - 25"

FIG. 306.2

TOE CLEARANCE

(A) ELEVATION (B) PLAN

25" MAX

FIG. 306.3

KNEE CLEARANCE

8" MIN

11" MIN

4" MAX

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

FIG. 307.4

REDUCED VERTICAL CLEARANCE

M A

REACH RANGES (308)

M A

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

M A

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

(A)

M A

20" MAX

M A

(B)

M A

20" - 25"

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

M A

10" MAX

(A)

M A

10" - 24"

(B)

M A

CLEAR WIDTH (403.5)

FIG. 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

24" MAX 48" MAX 24" MAX

M A

FIG. 403.5.1

CLEAR WIDTH AT 180 DEGREE TURN

42" MIN 42" MIN

X < 48"

36" MIN 36" MIN

X < 48"

(A)

180 DEGREE TURN

(A)

180 DEGREE TURN

(EXCEPTION)

32" MIN

32" MIN 32" MIN 36" MIN

FIG. 404.2.2

CLEAR WIDTH OF DOORWAYS

(A)

HINGED DOOR

(B)

SLIDING DOOR

(C)

FOLDING DOOR

(D)

DOORWAY W/O DOOR

FIG. 404.2.3.3

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A)

FRONT APPROACH

(B)

POCKET OR HINGE APPROACH

(C)

STOP OR LATCH APPROACH

22" MIN 4

24" MIN

STAIRWAYS (504) AND HANDRAILS (505)

DOORS AND DOORWAYS (404)

FIG. 404.2.3.2

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

18" MIN

(A) FRONT APPROACH, PULL SIDE

* IF BOTH CLOSER AND LATCH ARE PROVIDED

(B) FRONT APPROACH, PUSH SIDE

12" MIN*

36" MIN 6

42" MIN

(D) HINGE APPROACH, PULL SIDE

22" MIN

* IF BOTH CLOSER AND LATCH PROVIDED

** 48 MIN IF BOTH CLOSER AND LATCH

PROVIDED

(E) HINGE APPROACH, PUSH SIDE

24" MIN

*54 MIN IF CLOSER PROVIDED

(F) LATCH APPROACH, PULL SIDE

12" MIN*

* 48 MIN IF CLOSER PROVIDED

(G) LATCH APPROACH, PUSH SIDE

24" MIN

RADIUS

1/2" MAX

(A) VERTICAL RISER (B) CURVED NOSING

1 1/2" MAX

30° MAX

FIG. 504.5

STAIR NOSINGS

FIG. 505.4

HANDRAIL HEIGHT

(A) STAIRS (B) RAMPS FIG. 505.10.2

TOP HANDRAIL

EXTENSION

AT STAIRS

12" MIN

FIG. 505.10.1

TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS

FIG. 505.7

HANDRAIL CROSS-SECTION

1 1/4" - 2" 1 1/2" MIN 1 1/2" MIN

4" - 6 1/4"

PERIMETER

2 1/4" MAX 1 1/2" MIN

-7

11" MIN

FIG. 505.10.3

BOTTOM HANDRAIL

EXTENSION

AT STAIRS

X X

X = TREAD

DEPTH

DRINKING FOUNTAINS (602)

5" MAX 15" MIN

(A) PLAN

M A

W H

E E

L C

H A

C C

E S

L E

S T

A N

P E

R S

O N

5" MAX

15" MIN

(B) ELEVATION

FIG 602.5

DRINKING FOUNTAIN SPOUT LOCATION

PAPER

TOWER

DISPENSER

SANITARY

NAPKIN

DISPENSER

FIRE ALARM

PULL

STATION

M A

X H

H T

O A

E R

A B

A R

T S

SEAT

COVER

DISPENSER

TOWEL

BAR

ROBE

HOOK

HAND

TOWEL

BAR

SOCKET/

SWITCH

HORN/

STROBE

STROBES ROOM

SIGNAGE

M A

THERMOSTAT/

SECURITY/

FIRE ALARM

3" MAX

PROJECTIO

A X

CEILING

WALL MOUNTED DEVICES AND APPLIANCES

SOCKET

ABOVE

COUNTER

M A

FEC

T O

H A

N D

L E

M A

T O

M L

F T

R A

L E

C E

L L

T R

O L S

M A

S O

C K

E T

T O

B O

T T

K E

SOCKET/

SWITCH

SOCKETT

T O

P S

O C

K E

T O

P U

L L

M A

CLEAR WIDTH (403.5)

DOORS AND DOORWAYS (404)

(A) FRONT APPROACH (B) SIDE APPROACH

FIG. 404.2.3.4

MANUEVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

18" MIN

FIG. 404.2.3.5

MANUEVERING CLEARANCE AT RECESSED DOORS

(A) PULL SIDE

(B) PUSH SIDE

IN12" MIN

PROVIDED W/ CLOSER AND

LATCH

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :2

G0.2

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

ADA

COMPLIANCE

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

NOTE: THESE DIAGRAMS ARE BASED ON THE INFORMATION CONTAINED IN THE ICC/ANSI

A117.1-2009 MANUAL AND CHAPTER 11 OF THE OSSC 2014. THEY ARE REPRESENTATIVE OF THE

GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. THEY ARE NOT REPRODUCTIONS OF

ALL OF THE INFORMATION CONTAINED IN THE ANSI MANUAL. REFER TO THE ANSI MANUAL FOR

COMPLETE INFORMATION AND REQUIREMENTS.

16" - 18" 17" - 19"

(A)

ACCESSIBLE

WATER CLOSETS

(B)

AMBULATORY

WATER CLOSETS

FIG 604.2

WATER CLOSET LOCATION

60" MIN

FIG 604.3

SIZE OF CLEARANCE FOR WATER CLOSET

FIG 604.4

WATER CLOSET SEAT HEIGHT

SEAT HEIGHT

FIG 604.5.1

SIDE WALL GRAB BAR FOR WATER CLOSET

12" MAX

42" MIN

54" MIN

39" - 41"

FIG 604.5.2

REAR WALL GRAB BAR FOR WATER

CLOSET

24" MIN 12" MIN

36" MIN

FIG 604.9.2

WHEELCHAIR ACCESSIBLE

TOILET COMPARTMENTS

60" MIN

W A

L L

-H U

N G

F L O

O R

-M O

U N

T E

FIG 604.9.3.1

WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS

4" MAX

56" MIN

(A) FRONT

APPROACH

(B) SIDE WALL OR

PARTITION

M A

W A

L L

H U

N G

F L O

O R

M O

U N

T E

M A

FIG. 606.3

HEIGHT OF LAVATORIES AND SINKS

M A

T O

B .O

O R

M A

MIRROR

FIG. 605.2

HEIGHT OF URINALS

(A)

WALL HUNG TYPE

M A

(B)

STALL TYPE

FIG 604.9.3.1 (C)

WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS - ALTERNATE

56" MIN

59" MIN

(WALL MOUNTED W.C.) - ADULT

(FLOOR MOUNTED W.C.) - ADULT

WALL & FLOOR MOUNTED W.C. - CHILDREN

DOOR SHALL NOT SWING

INTO THE REQUIRED

MINIMUM AREA OF THE

COMPARTMENT

D U

L T

C H

R E

FIG 604.9.5

WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE

PARTITION

(A) ELEVATION

ADULT

PARTITION

(B) ELEVATION

CHILDREN

(C)

PLAN

FIG 604.10

AMBULATORY ACCESSIBLE COMPARTMENT

17"-19"

36" 12" - 18"

FIG. 604.11.2

CHILDREN'S WATER CLOSET LOCATION

FIG 604.11.4

CHILDREN'S WATER CLOSET HEIGHT

NOTE: FOR ADULT DIMENSIONS SEE FIG. 604.4

FIG 604.11.7

CHILDREN'S DISPENSER OUTLET LOCATION

24" MIN

42" MAX

NOTE: FOR ADULT DIMENSIONS SEE FIG. 604.7

FIG. 607.2

CLEARANCE FOR BATHTUBS

LENGTH OF TUB

H E

L L

BACK WALL

C O

N T

D W

A L L

(A) WITHOUT PERMANENT SEAT

LENGTH OF TUB

H E

L L

BACK WALL

C O

N T

D W

A L L

(B) WITH PERMANENT SEAT

12" MIN

FIG. 607.4.1

GRAB BARS FOR BATHTUBS W/

PERMANENT SEATS

FIG. 607.4.2

GRAB BARS FOR BATHTUBS W/O

PERMANENT SEATS

H E

L L

C O

N T

D W

A L L

(B) PLAN

M A

12" MAX 24" MIN 24" MAX

H E

L L

C O

N T

D W

A L L

(B) PLAN

12" MAX 15" MAX

M A

-3

-6

(A) ELEVATION(A) ELEVATION

-3

-6

WATER CLOSETS AND TOILET COMPARTMENTS (604), URINALS (605), AND LAVATORIES (606)

FIG. 607.5

LOCATION OF BATHTUB CONTROLS

BATHTUBS (607)

SHOWER COMPARMENTS (608)

FIG 608.2.1

TRANSFER-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

48" MIN

36"

BACK WALL

C O

N T

L L

S E

L L

FIG 608.2.2

STANDARD ROLL-IN-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

BACK WALL

L L

60" MIN

FIG 608.3.1

GRAB BARS IN TRANSFER-TYPE SHOWERS

18"

BACK WALL

C O

N T

L L

S E

L L

M A

FIG 608.2.3

ALTERNATE ROLL-IN-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

L L

60" MIN

SEAT

WALL

24"-36" 36" MIN

FIG 608.3.2

GRAB BARS IN STANDARD

ROLL-IN-TYPE SHOWER

WITH SEAT

M A

6" MAX

FIG 608.3.3

GRAB BARS IN ALTERNATE

ROLL-IN-TYPE SHOWER

SEAT WALL

M A

6" MAX 6" MAX

FIG 608.4.1

TRANSFER-TYPE SHOWER

CONTROLS & HANDSHOWER LOCATION

15" MAX

M A

CONTROL

WALL

FIG. 608.4.2

STANDARD ROLL-IN-TYPE

SHOWER CONTROL AND

HANDSHOWER LOCATION

BACK

WALL 4

M A

G R

A B

B A

A B

O V

16" MIN

27" MAX

FIG. 608.4.3

ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION

(A)

END WALL

(ELEVATION)

M A

END

WALL

MAX

27"

(B)

BACK WALL

(ELEVATION)

M A

BACK

WALL

15" MAX15" MAX

SEAT WALL

END

WALL

SIDE

WALL

BACK WALL

(C)

WITH SEAT

(PLAN)

SEATS (610)

FIG. 609.2

SIZE OF GRAB BARS

(A)

CIRCULAR

1 1/4" - 2" 1 1/2".

(B) (C)

NONCIRCULAR

2" MAX4" - 4.8" PERIMETER

FIG. 609.3

SPACING OF GRAB BARS

1 1/2".

GRAB BARS (609)

NOTE: FOR ADULT DIMENSIONS SEE FIG.604.5.1

(A) SIDE WALL VIEW

12" MAX

42" MIN

54" MIN

34" - 36"

NOTE: FOR ADULT DIMENSIONS SEE 604.5.2

(B) REAR WALL VIEW

24" MIN 12" MIN

36" MIN

FIG 609.4.2

POSITION OF CHILDREN'S GRAB BARS

604.5.1

604.5.2

(B) PERMANENT SEAT(A) REMOVABLE IN-TUB SEAT

15" -16" 15" MIN

H E

L L

FIG. 610.2

BATHTUB SEATS

FIG. 610.3.1

RECTANGULAR SHOWER

COMPARTMENT SEAT

FIG. 610.3.2

L-SHAPED SHOWER

COMPARTMENT SEAT

2 1/2" MAX 3

M A

A X

15" - 16"

2 1/2" MAX 3

M A

15" - 16"

22" - 23"

M A

(a) Top Loading (b) Front Loading

FIG. 611.4

HEIGHT OF LAUNDRY EQUIPMENT

WASHING MACHINES AND CLOTHES DRYERS (611)

Offset 24 inches maximum from center of door opening

24"

FIG. 611.2

CLEAR FLOOR SPACE

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :2

G0.3

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

ADA

COMPLIANCE

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :2

G0.5

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

CODE

SUMMARY

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

T S

BUILDING OCCUPANCY

APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: B

OCCUPANCY SEPARATION (TABLE 508.4):

NO SEPARATION REQUIRED

CHAPTER 3

FIRE PROTECTION

FIRE EXTINGUISHERS: 75'-0" MAX TRAVEL DISTANCE TO EXTINGUISHER (PER OFC TABLE

906.3 - CLASS A HAZARD)

CHAPTER 9

AUTOMATIC SPINKLER SYSTEM

STANDPIPE SYSTEM

FIRE ALARM SYSTEM

SMOKE DETECTION SYSTEM

REQUIRED PROPOSED TYPE/CLASS

NO PER 903.2 YES NFPA 13

NO PER 905.3 NO CLASS I

YES PER 907.2.2 EXISTING NFPA 72

NO PER 907.2.2 NO NFPA 72

*PER IFC 90702.9 - FIRE ALARM SYSTEM IS REQUIRED TO MONITOR THE FIRE SPRINKLER

SYSTEM. NOTIFICATION DEVICES ARE TO ACTIVATE UPON FIRE SPRINKLER WATER

FLOW. ONE MANUAL FIRE ALARM BOX IS REQUIRED AT AN APPROVED LOCATION.

* EXISTING STRUCTURE. NO CHANGE OF OCCUPANCY OR ADDITION OF FIRE AREA IS

PROPOSED.

* FIRE SPRINKLER PIPING TO BE INSTALLED AT SECOND FLOOR, PREVIOUSLY STUBBED

TO THIS FLOOR, ALL OTHER AREAS ARE COMPLETE.

SHAFT ENCLOSURES

NO SHAFTS ARE PROPOSED FOR THE PROJECT

PENETRATIONS

NO FIRE RATED ASSEMBLIES ARE PROPOSED, THREFORE NO PENETRATION

REQUIREMENTS ANTICIPATED

SECTION 714

VERTICAL OPENINGS

712.1 GENERAL

EACH VERTICAL OPENING SHALL COMPLY IN ACCORDANCE WITH ONE OF THE

PROTECTION METHODS IN SECTIONS 712.1.1 THROUGH 712.1.16.

712.1.6 DUCTS AND AIR TRANSFER OPENINGS

PENETRATIONS BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED IN

ACCORDANCE WITH SECTION 717. GREASE DUCTS SHALL BE PROTECTED IN

ACCORDANCE WITH THE MECHANICAL CODE.

SECTION 712

DUCTS AND AIR TRANSFER OPENINGS

717.1 GENERAL

THE PROVISIONS OF THIS SECTION SHALL GOVERN THE PROTECTION OF DUCT

PENETRATIONS AND AIR TRANSFER OPENINGS IN ASSEMBLIES REQUIRED TO BE

PROTECTED AND DUCT PENETRATIONS IN NONFIRE-RESISTANCE-RATED FLOOR

ASSEMBLIES.

717.1.2.1 DUCTS THAT PENETRATE NONFIRE-RESISTANCE-RATED ASSEMBLIES

THE SPACE AROUND A DUCT PENETRATING A NONFIRE-RESISTANCE-RATED FLOOR

ASSEMBLY SHALL COMPLY WITH SECTION 717.6.3.

717.6.3 NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES

DUCT SYSTEMS CONSTRUCTED OF APPROVED MATERIALS IN ACCORDANCE WITH THE

MECHANICAL CODE THAT PENETRATE NONFIRE-RESISTANCE-RATED FLOOR

ASSEMBLIES SHALL BE PROTECTED BY ANY OF THE FOLLOWING METHODS:

3. IN FLOOR ASSEMBLIES COMPOSED OF NONCOMBUSTIBLE MATERIALS, A

SHAFT SHALL NOT BE REQUIRED WHERE THE DUCT CONNECTS NOT MORE

THAN THREE STORIES, THE ANNULAR SPACE AROUND THE PENETRATING DUCT

IS PROTECTED WITH AN APPROVED NONCOMBUSTIBLE MATERIAL THAT RESISTS

THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION AND A

FIRE DAMPER IS INSTALLED AT EACH FLOOR LINE.

SECTION 717

SECTION 713

FIRE-RESISTANT JOINT SYSTEMS SECTION 715

NO FIRE RATED ASSEMBLIES ARE PROPOSED, THREFORE NO FIRE-RESISTANT JOINT

SYSTEMS ARE ANTICIPATED

OPENING PROTECTIVES SECTION 716

NO FIRE RATED ASSEMBLIES ARE PROPOSED, THREFORE NO OPENING PROTECTIVES

ARE ANTICIPATED

CONCEALED SPACES SECTION 718

FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED IN COMBUSTIBLE

CONCEALED LOCATIONS IN ACCORDANCE WITH THIS SECTION. FIREBLOCKING SHALL

COMPLY WITH SECTION 718.2. DRAFTSTOPPING IN FLOOR/CEILING SPACES AND ATTIC

SPACES SHALL COMPLY WITH SECTIONS 718.3 AND 718.4, RESPECTIVELY.

PLUMBING FIXTURES CHAPTER 29 AND PLUMBING CODE

CLASSIFICATION LAVATORIES DRINKING

FOUNTAINS

GENDER

NEUTRAL

EDUCATIONAL

SUBTOTAL

URINALS

2.31

WATER

CLOSETS

6.01

ROUNDED TOTAL 3377

OCC

LOAD

PROPOSED 36

32.31

1513 129

* URINALS MAY REPLACE WATER CLOSETS AT A

RATIO OF 1 URINAL PER 2/3 WATER CLOSET.

REQUIRED FIXTURES:

601 / 50 = 12.02 = 12 WATER CLOSETS

601 / 50 = 12.02 = 12 LAVATORIES

1 DRINKING FOUNTAIN PER FLOOR

6.01

6.01 6.01

LAV

2 2

PROJECT INFORMATION

PERMIT APPLICANT: KSW ARCHITECTS LLC.

ON BEHALF OF SOUTHERN OREGON UNIVERSITY

PROJECT ADDRESS: 1250 SISKIYOU BOULEVARD

ASHLAND, OR 97520

JACKSON COUNTY

PROJECT AGENT: JIM McNAMARA

351 WALKER AVENUE

ASHLAND, OR 97520

JACKSON COUNTY

PROJECT NARRATIVE:

THE PROPOSED PROJECT IS A RENOVATION TO SOUTHERN OREGON UNIVERSITY'S

CENTRAL HALL. CENTRAL HALL IS A CONCRETE AND WOOD BUILDING BUILT IN 1950. A

MAJOR RENOVATION OCCURED IN 1967.

THE PROJECT INCLUDES INTERIOR RENOVATION OF THE SECOND FLOOR. THIS

INCLUDES NEW INTERIOR PARTITIONS, NEW FURRING AND INSULATION TO EXISTING

CONCRETE WALLS, NEW INTERIOR FINISHES, NEW PLUMBING FIXTURES, NEW

MECHANICAL DUCTWORK AND TERMINATIONS, AND NEW ELECTRICAL FIXTURES. THE

BASEMENT AND FIRST FLOOR HAVE BEEN PREVIOUSLY RENOVATED.

EXISTING BUILDING - CONSTRUCTION TYPE: V-B (SPRINKLERED)

BUILDING CONSTRUCTION:

ZONING INFORMATION

BASE ZONE: SOUTHERN OREGON UNIVERSITY (SO)

OVERLAY ZONES: NONE

SPECIAL DISTRICTS: SOUTHERN OREGON UNIVERSITY (SOU)

MAP & TAX LOT: 391E10CC 5700

ACERAGE: 21.36 ACRES

MEANS OF EGRESS

EGRESS WIDTH PER OCCUPANT SERVED (PER 1005.3):

STAIRWAYS: (0.3"/OCC) = REFER TO BUILDING EXITING TABLE

EXCEPTION #1: (0.2"/OCC) FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEM

OTHER EGRESS COMPONENTS: (0.2"/OCC) = REFER TO BUILDING EXITING TABLE

EXCEPTION #1: (0.15"/OCC) FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEM

EXIT ACCESS STAIRWAY WIDTH (1009.3.2):

48" MINIMUM STAIRWAY WIDTH REQUIRED

EXCEPTION #1: 48" BETWEEN HANDRAILS IS NOT REQUIRED IN FULLY SPRINKLED

BUILDINGS.

STAIRWAY WIDTH AND CAPACTITY (1011.2):

MINIMUM WIDTH REQUIRED IS 44"

CHAPTER 10

NUMBER OF EXITS (1015):

TWO EXITS REQUIRED PER TABLE 1015.1

ILLUMINATED EXIT SIGNS: REQUIRED PER 1013.3

EXIT ACCESS (1006.2.1):

COMMON PATH OF EGRESS TRAVEL FOR GROUP B: 100'-0"

EXIT ACCESS TRAVEL DISTANCE (1017):

OCC B (WITH SPRINKLER SYSTEM) = 300'-0"

EXIT ACCESS STAIRWAYS AND RAMPS (1019):

1019.3 - OCCUPANCIES OTHER THAN I-2 AND I-3.

IN OTHER THAN GROUP I-2 AND I-3 OCCUPANCIES, FLOOR OPENINGS CONTAINING EXIT

ACCESS STAIRWAYS OR RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS

LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT ENCLOSURE

CONSTRUCTED IN ACCORDANCE WITH SECTION 713.

#4: EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS EQUIPPED THROUGHOUT WITH

AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE

THE AREA OF THE VERTICAL OPENING BETWEEN STORIES DOES NOT EXCEED TWICE

THE HORIZONTAL PROJECTED AREA OF THE STAIRWAY OR RAMP AND THE OPENING IS

PROTECTED BY A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN

ACCORDANCE WITH NFPA 13.

EXIT ACCESS ILLUMINATION REQUIREMENT:

EGRESS LIGHTING REQUIRED ALONG THE EGRESS PATH TO THE R.O.W. PER SECTION

1008.3.5.

PERFORMANCE REQUIREMENTS:

AVERAGE OF 1fc WITH A MINIMUM OF 0.1fc AT ANY POINT ON THE EGRESS PATH AT FLOOR LEVEL, LIGHT LEVEL MAY DECLINE TO AVERAGE OF 0.6fc WITH A MINUMN OF 0.06fc AT ANY POINT ON THE EGRESS PATH AT FLOOR LEVEL AFTER 90 MINUTES OF

OPERATION ON EMERGENCY POWER.

MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE

EXCEEDED.

EXITING TABLE

BASEMENT FIRST FLOOR SECOND FLOOR

EXIT BN = .15 x 90 = 13.5" EXIT 1N = .15 x 95 = 14.25" EXIT 2E = .15 x 74 = 11.1" EXIT BE = .2 x 90 = 18.0" EXIT 1E = .15 x 141 = 21.15" EXIT 2SA = .2 x 74 = 14.8" EXIT BS = .2 x 89 = 17.8" EXIT 1S = .15 x 160 = 24.0" EXIT 2SB = .2 x 74 = 14.8"

EXIT 1W: .15 x 96 = 14.4" EXIT 2W: = .15 x 74 = 11.1"

CORRIDORS (1020):

1020.1 CONSTRUCTION:

CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1.

THE CORRIDOR WALL REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH

SECTION 708 FOR FIRE PARTITIONS.

TABLE 102.1 CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY - B

OCCUPANT LOAD SERVED BY CORRIDOR - GREATER THAN 30

REQUIRED FIRE-RESISTANCE RATING, WITH SPRINKLER SYSTEM - O HOURS

1020.2 WIDTH AND CAPACTY:

THE REQUIRED CAPACTY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN

SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN THAT SPECIFIED IN

TABLE 1020.2.

TABLE 1020.2 MINIMUM CORRIDOR WIDTH

OCCUPANCY - ANY FACILITY NOT LISTED IN THIS TABLE MINIMUM WIDTH - 44 INCHES

1020.4 DEAD ENDS:

WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT

ACCESS SHALL BE ARRANGED SUCH THAT DEAD-END CORRIDORS DO NOT EXCEED 20

FEET IN LENGTH.

EXCEPTIONS:

2. IN OCCUPANCIES IN GROUP B, E, F, I-1, M, R-1, R-2, S AN U, WHERE THE BUILDING IS

EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE

WITH SECTION 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOT

EXCEED 50 FEET.

BUILDING CONSTRUCTION

CONSTRUCTION TYPE: V-B

CHAPTER 5, 6 & 7

BUILDING HEIGHT (PER TABLE 504.3) 60' 37'-6" EXISTING

ALLOWABLE PROPOSED

NUMBER OF STORIES (PER TABLE 504.4)

NOTE: AUTOMATIC SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION

903.3.1.1 (NFPA 13) Fire Sprinklers are Proposed for this Project

3 3 EXISTING

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

BUILDING ELEMENT

STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

INTERIOR

NOTE:

NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS

BASED ON FIRE SEPARATION DISTANCE (TABLE 602)

FIRE SEPARATION DISTANCE PROVIDED 31'-0"

NORTH

TYPE V-B

a. DISTANCE IS TO CENTER OF RIGHT OF WAY

b. DISTANCE IS TO ASSUMED PROPERTY LINE BETWEEN BUILDINGS

c. DISTANCE IT TO ADJACENT PARKING LOT

0-HR

b 87'-6"

EAST

0-HR

b 54'-0"

SOUTH

0-HR

50'-0"

WEST

0-HR

MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8)

FIRE SEPARATION DISTANCE PROVIDED

NORTH

MAXIMUM AREA OF UNPROTECTED

OPENINGS (BUILDING SPRINKLERED)

NO LIMIT

EAST SOUTH

NO LIMIT

WEST

TYPE - VB

0 - HR

TYPE - VB

REQUIRED PROPOSED

1 - HR

0 - HR

31'-0" 87'-6" 54'-0" 50'-0" a b

NO LIMITNO LIMIT

a. DISTANCE IS TO CENTER OF RIGHT OF WAY

b. DISTANCE IS TO ASSUMED PROPERTY LINE BETWEEN BUILDINGS

c. DISTANCE IT TO ADJACENT PARKING LOT

DRAFT STOPS IN ATTICS SECTION 718.4

EXCEPTION: BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

DRAFTSTOPPING SHALL BE INSTALLED IN ATTICS AND CONCEALED

ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED

3,000 SQUARE FEET.

ALLOWABLE AREA CHAPTER 5

LEVEL

PROPOSED BUILDING AREAS (SF)

TOTALB OCC

6,808 SF

6,437 SF

12,828 SF

TOTAL 20,020 SF 40,400 SF

6,775 SF

ALLOWED (Aa)

ALLOWABLE AREA PER FLOOR (TABLE 503):

CONST

TYPE

OCCUPANCY

TYPE

ALLOWABLE AREA

PER STORY

NOTES

V-B B 27,000 SF

27,000 SF

81,000 SF

14,296 SF

13,276 SF 27,000 SF

27,000 SF

UNDESIGNATED

7,488 SF

6,839 SF

5,758 SF

20,085 SF

BUILDING SEPARATIONS

APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: B, S-1

OCCUPANCY SEPARATION (TABLE 508.4):

OCCUPANCY

B TO S-1

REQUIRED SEPARATION (SPRINKER SYSTEM PROVIDED PER 903.3.1.1)

0 HR (NO SEPARATION REQUIREMENT)

CHAPTER 5

ENERGY CONSERVATION ASHRAE 90.1 (2022)

ROOF

AREA OR

PERIMETER

EXTERIOR WALL

NOTES: BUDGET U-FACTORS ARE CODE REQUIREMENTS.

BUILDING

COMPONENTS

CLIMATE ZONE: 4C

BUILDING SPACE CONDITIONING TYPE: COMMERCIAL

AVERAGE FENESTRATION %: EXISTING - NO CHANGE

NEW WALL INSULATION TO MEET CODE

EXISTING --

R-11.5

FLOOR: SLAB

CAVITY

R-VALUE

CONT

R-VALUE

PROPOSED

U-FACTOR

BUDGET

U-FACTOR

-- .520

.021

.104

--WINDOWS -- .450

EXISTING

EXISTING .087

EXISTING

GOVERNING CODES

THE DESIGN OF THIS PROJECT IS BASED ON THE FOLLOWING CODES:

2022 OREGON STRUCTURAL SPECIALTY CODE

INCLUDING CHAPTER 34 - EXISTING BUILDINGS

2025 OREGON ENERGY EFFICIENCY SPECIALTY CODE

ASHRAE STANDARD 90.1-2022

2022 OREGON MECHANICAL SPECIALTY CODE

2023 OREGON ELECTRICAL SPECIALTY CODE

2023 OREGON PLUMBING SPECIALTY CODE

2022 OREGON FIRE CODE

NFPA 72: NATIONAL FIRE ALARM CODE, 2025 ED.

NFPA 13: AUTOMATIC SPRINKLER SYSTEMS, 2025 ED

RISK CATEGORY

TABLE 1604.5: RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES

RISK CATEGORY NATURE OF OCCUPANCY

III BUILDINGS AND OTHER STRUCTURES THAT REPRESENT A

SUBSTANTIAL HAZARD TO HUMAN LIFE IN THE EVENT OF

FAILURE, INCLUDING BUT NOT LIMITED TO:

BUILDINGS AND OTHER STRUCTURES CONTAINING

EDUCATIONAL OCCUPANCIES FOR STUDENTS ABOVE

THE 12TH GRADE WITH AN OCCUPANT LOAD

GREATER THAN 500.

SECTION 1604.5

OSSC CHAPTER 34 EXISTING BUILDINGS

COMPLIANCE METHOD SELECTED: SECTION 301.3:

3403.1.3.1 - PRESCRIPTIVE COMPLIANCE METHOD: YES

ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY COMPLYING WITH SECTION 3405 SHALL BE CONSIDERED IN COMPLIANCE WITH

THE PROVISIONS OF THIS CHAPTER.

3403.1.3.2 - WORK AREA COMPLIANCE METHOD: NO

ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY COMPLYING WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 3406 THROUGH

3412 SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CHAPTER.

3403.1.3.3 - PERFORMANCE COMPLIANCE METHOD: NO

ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY COMPLYING WITH SECTION 3413 SHALL BE CONSIDERED IN COMPLIANCE WITH

THE PROVISIONS OF THIS CHAPTER.

SECTION 3405 PRESCRIPTIVE COMPLIANCE METHOD

3405.1 GENERAL

3405.1.1 SCOPE

THE PROVISIONS OF THIS SECTION SHALL CONTROL THE ALTERATION, ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES, INCLUDING HISTORIC BUILDINGS AND STRUCTURES AS REFERENCED IN SECTION 3403.1.3.1.

3405.1.1.1 COMPLIANCE WITH OTHER METHODS

ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY TO EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS OF

THIS CHAPTER OR WITH ONE OF THE METHODS PROVIDED IN SECTION 3404.1.3.

3405.1.2 FIRE-RESISTANCE RATINGS

WHERE APPROVED BY THE BUILDING OFFICIAL, IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 HAS BEEN ADDED, AND THE BUILDING IS NOW SPRINKLERED THROUGHOUT, THE REQUIRED FIRE-RESISTANCE RATINGS OF BUILDING ELEMENTS AND MATERIALS SHALL BE PERMITTED TO MEET THE REQUIREMENTS OF THE CURRENT BUILDING CODE. THE BUILDING IS REQUIRED TO MEET THE OTHER APPLICABLE REQUIREMENTS OF THIS CODE FOR NEW CONSTRUCTION.

PLANS, INVESTIGATION AND EVALUATION REPORTS, AND OTHER DATA SHALL BE SUBMITTED INDICATING WHICH BUILDING ELEMENTS AND MATERIALS THE APPLICANT IS REQUESTING THE BUILDING OFFICIAL TO REVIEW AND APPROVE FOR DETERMINATION OF APPLYING THE CURRENT BUILDING CODE FIRE-RESISTANCE RATINGS. SUBMITTED EVALUATION REPORTS SHALL IDENTIFY ANY SPECIAL CONSTRUCTION FEATURES THAT IMPACT REQUIRED FIRE-RESISTANCE RATINGS, INCLUDING: FIRE-RESISTANCE-RATED ASSEMBLIES AND SMOKE- RESISTIVE ASSEMBLIES; CONDITIONS OF OCCUPANCY; MEANS OF EGRESS CONDITIONS; APPROVED MODIFICATIONS; APPROVED ALTERNATIVE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION; AND EQUIPMENT APPLYING TO THE BUILDING.

3405.2 ADDITIONS - DOES NOT APPLY

3405.3 ALTERATIONS - APPLIES

3405.3.1 GENERAL

ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE FOR NEW CONSTRUCTION.

ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NOT LESS COMPLIANT WITH THE PROVISIONS OF THIS CODE FOR NEW CONSTRUCTION THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION.

3405.3.2 FLOOD HAZARD AREAS - DOES NOT APPLY

3405.3.3 EXISTING STRUCTURAL ELEMENTS CARRYING GRAVITY LOAD - DOES NOT APPLY

ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL ELEMENT FOR WHICH AN ALTERATION CAUSES AN INCREASE IN DESIGN GRAVITY LOAD OF MORE THAN 5 PERCENT SHALL BE REPLACED OR ALTERED AS NEEDED TO CARRY THE DESIGN GRAVITY LOADS REQUIRED BY THIS CODE FOR NEW STRUCTURES. ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL ELEMENT WHOSE GRAVITY LOAD-CARRYING CAPACITY IS DECREASED AS PART OF THE ALTERATION SHALL BE SHOWN TO HAVE THE CAPACITY TO RESIST THE APPLICABLE DESIGN GRAVITY LOADS

REQUIRED BY THIS CODE FOR NEW STRUCTURES.

3405.3.4 EXISTING STRUCTURAL ELEMENTS CARRYING LATERAL LOAD - DOES NOT APPLY

EXCEPT AS PERMITTED BY SECTION 3405.3.13, WHERE THE ALTERATION INCREASES DESIGN LATERAL LOADS, RESULTS IN A PROHIBITED STRUCTURAL IRREGULARITY AS DEFINED IN ASCE 7, OR DECREASES THE CAPACITY OF ANY EXISTING LATERAL LOAD-CARRYING STRUCTURAL ELEMENT, THE STRUCTURE OF THE ALTERED BUILDING OR STRUCTURE SHALL MEET THE REQUIREMENTS OF SECTIONS 1609 AND 1613.

REDUCED SEISMIC FORCES SHALL BE PERMITTED.

3405.3.5 THROUGH 3405.3.12 - RESERVED

3405.3.13 VOLUNTARY LATERAL FORCE-RESISTING SYSTEM ALTERATIONS - DOES NOT APPLY

STRUCTURAL ALTERATIONS THAT ARE INTENDED EXCLUSIVELY TO IMPROVE THE LATERAL FORCE-RESISTING SYSTEM AND ARE NOT REQUIRED BY OTHER SECTIONS OF THIS CHAPTER SHALL NOT BE REQUIRED TO MEET THE REQUIREMENTS OF SECTION 1609 OR 1613, PROVIDED THAT ALL

OF THE FOLLOWING APPLY:

1. THE CAPACITY OF EXISTING STRUCTURAL SYSTEMS TO RESIST FORCES IS NOT REDUCED.

2. NEW STRUCTURAL ELEMENTS ARE DETAILED AND CONNECTED TO EXISTING OR NEW STRUCTURAL ELEMENTS AS REQUIRED BY THIS

CODE FOR NEW CONSTRUCTION.

3. NEW OR RELOCATED NONSTRUCTURAL ELEMENTS ARE DETAILED AND CONNECTED TO EXISTING OR NEW STRUCTURAL ELEMENTS

AS REQUIRED BY THIS CODE FOR NEW CONSTRUCTION.

4. THE ALTERATIONS DO NOT CREATE A STRUCTURAL IRREGULARITY AS DEFINED IN ASCE 7 OR MAKE AN EXISTING STRUCTURAL

IRREGULARITY MORE SEVERE.

3405.3.14 SMOKE COMPARTMENTS - DOES NOT APPLY

3405.3.15 RESERVED

3405.3.16 ENHANCED CLASSROOM ACOUSTICS - DOES NOT COMPLY

IN GROUP E OCCUPANCIES, WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA, ENHANCED CLASSROOM ACOUSTICS

SHALL BE PROVIDED IN ALL CLASSROOMS WITH A VOLUME OF 20,000 CUBIC FEET (565 M3) OR LESS. ENHANCED CLASSROOM ACOUSTICS SHALL

COMPLY WITH THE REVERBERATION TIME IN SECTION 808 OF ICC A117.1.

3405.3.17 LOCKING ARRANGEMENTS IN EDUCATIONAL OCCUPANCIES - WORK WILL COMPLY

IN GROUP E OCCUPANCIES, GROUP B EDUCATIONAL OCCUPANCIES AND GROUP I-4 OCCUPANCIES, EGRESS DOORS WITH LOCKING

ARRANGEMENTS DESIGNED TO KEEP INTRUDERS FROM ENTERING THE ROOM SHALL COMPLY WITH SECTION 1010.2.8.

3405.3.18 TWO-WAY COMMUNICATION SYSTEMS - DOES NOT APPLY

3405.4 FIRE ESCAPES - DOES NOT APPLY

3405.5 WINDOWS AND EMERGENCY ESCAPE OPENINGS - DOES NOT APPLY

3405.6 CHANGE OF OCCUPANCY - DOES NOT APPLY

UPUP

DNDN

PROPERTY LINE

1/2 HOUR FIRE PARTITION - 1/3 HOUR DOOR

1 HOUR FIRE PARTITION - 1/3 HOUR DOOR

1 HOUR FIRE BARRIER - 1 OR 3/4 HOUR DOOR

2 HOUR FIRE BARRIER - 1 1/2 HOUR DOOR

3 HOUR FIRE BARRIER - 3 HOUR DOOR

EXTERIOR EGRESS PATH TO R.O.W. WITH

TRAVEL WIDTH REQUIRED (PROVIDE MINIMUM

ILLUMIATION FOR EXITING)

INTERIOR EGRESS PATH OF TRAVEL WITH

TRAVEL WIDTH REQUIRED (PROVIDE MINIMUM

ILLUMINATION FOR EXITING)

LEGEND - CODE SUMMARY

AREA TAG

OCCUPANT LOAD TAG

BUILDING EXIT

CEILING MOUNTED LIGHTED EXIT SIGN -

SHADING INDICATES LIGHTED FACE(S)

ARROW INDICATES DIRECTION ARROW ON

SIGN

WALL MOUNTED LIGHTED EXIT SIGN

FIRE EXTINGUISHER

SMOKE DETECTOR

MAGNETIC HOLD

OPEN

MANUAL PULL

STATION

ACCESSIBLE ENTRANCE

STANDPIPE

ACCESSIBLE ROUTE OF TRAVEL

COMMON PATH OF EGRESS TRAVEL (PER 1006.2.1)

EXIT ACCESS DISTANCE (PER 1017)

C.P. XX'-XX"

E.A. XX'-XX"

AREA (SF)

OCCUPANCY TYPE

OCCUPANT LOAD FACTOR

# OF OCCUPANTS

X HR RATED SHAFT (WALL CONSTRUCTION TO MEET

FIRE BARRIER REQUIREMENTS)

XX"

AREA:

OT:

OLF:

OCC:

AREA NAME

150 SF

X-X

XXX

CORRIDOR

HALL

MAX TRAVEL DISTANCE = 148'

IN. SEPARATIO

N DISTANCE IS 18'-4"

55'-9"

40'-7"

AREA:

OT:

OLF:

OCC:

964 SF

CLASSROOM

AREA:

OT:

OLF:

OCC:

246 SF

STORAGE

AREA:

OT:

OLF:

OCC:

132 SF

OFFICE

AREA:

OT:

OLF:

OCC:

128 SF

OFFICE

AREA:

OT:

OLF:

OCC:

292 SF

WEAPONS SIM

AREA:

OT:

OLF:

OCC:

160 SF

OFFICE

AREA:

OT:

OLF:

OCC:

131 SF

OFFICE

AREA:

OT:

OLF:

OCC:

133 SF

OFFICE

AREA:

OT:

OLF:

OCC:

116 SF

OFFICE

AREA:

OT:

OLF:

OCC:

124 SF

OFFICE

AREA:

OT:

OLF:

OCC:

128 SF

OFFICE

AREA:

OT:

OLF:

OCC:

103 SF

OFFICE

AREA:

OT:

OLF:

OCC:

119 SF

OFFICE

AREA:

OT:

OLF:

OCC:

126 SF

OFFICE

AREA:

OT:

OLF:

OCC:

93 SF

OFFICE

AREA:

OT:

OLF:

OCC:

94 SF

OFFICE

AREA:

OT:

OLF:

OCC:

121 SF

OFFICE

AREA:

OT:

OLF:

OCC:

121 SF

OFFICE

AREA:

OT:

OLF:

OCC:

154 SF

OFFICE

AREA:

OT:

OLF:

OCC:

85 SF

WORK RM.

AREA:

OT:

OLF:

OCC:

125 SF

OFFICE

AREA:

OT:

OLF:

OCC:

139 SF

OFFICE

AREA:

OT:

OLF:

OCC:

360 SF

CONFERENCE

AREA:

OT:

OLF:

OCC:

263 SF

STORAGE

AREA:

OT:

OLF:

OCC:

519 SF

TESTING

AREA:

OT:

OLF:

OCC:

226 SF

STUDY

AREA:

OT:

OLF:

OCC:

225 SF

RECEPTION

AREA:

OT:

OLF:

OCC:

127 SF

OFFICE

AREA:

OT:

OLF:

OCC:

99 SF

OFFICE

AREA:

OT:

OLF:

OCC:

101 SF

OFFICE

AREA:

OT:

OLF:

OCC:

102 SF

OFFICE

AREA:

OT:

OLF:

OCC:

99 SF

OFFICE

AREA:

OT:

OLF:

OCC:

101 SF

OFFICE

AREA:

OT:

OLF:

OCC:

101 SF

OFFICE

AREA:

OT:

OLF:

OCC:

122 SF

OFFICE

AREA:

OT:

OLF:

OCC:

33 SF

P. TEST

AREA:

OT:

OLF:

OCC:

34 SF

P. TEST

AREA:

OT:

OLF:

OCC:

34 SF

P. TEST

AREA:

OT:

OLF:

OCC:

34 SF

P. TEST

AREA:

OT:

OLF:

OCC:

123 SF

OFFICE

AREA:

OT:

OLF:

OCC:

98 SF

OFFICE

AREA:

OT:

OLF:

OCC:

145 SF

OFFICE

AREA: 410 SF

MECHANICAL

AREA: 215 SF

WOMEN RR

AREA: 215 SF

MEN RR

AREA: 63 SF

ELEV.

AREA: 63 SF

ELEV. ROOM

AREA: 46 SF

STOR.

AREA: 76 SF

STOR.

AREA: 116 SF

I.S.

AREA: 89 SF

ELEC. RM.

AREA: 42 SF

JAN.

AREA: 83 SF

STAFF

AREA: 48 SF

TOILET

AREA: 149 SF

ROTC PREP.

AREA: 18 SF

STOR.

AREA:

OT:

OLF:

OCC:

117 SF

OFFICE

AREA:

OT:

OLF:

OCC:

118 SF

OFFICE

AREA:

OT:

OLF:

OCC:

118 SF

OFFICE

AREA:

OT:

OLF:

OCC:

118 SF

OFFICE

AREA:

OT:

OLF:

OCC:

123 SF

WAITING

AREA:

OT:

OLF:

OCC:

123 SF

WORK ROOM

AREA:

OT:

OLF:

OCC:

123 SF

OFFICE

AREA:

OT:

OLF:

OCC:

123 SF

OFFICE

AREA:

OT:

OLF:

OCC:

100 SF

OFFICE

AREA:

OT:

OLF:

OCC:

103 SF

OFFICE

AREA:

OT:

OLF:

OCC:

151 SF

OFFICE

AREA:

OT:

OLF:

OCC:

156 SF

OFFICE

AREA:

OT:

OLF:

OCC:

156 SF

OFFICE

AREA:

OT:

OLF:

OCC:

116 SF

OFFICE

AREA:

OT:

OLF:

OCC:

116 SF

OFFICE

AREA:

OT:

OLF:

OCC:

116 SF

OFFICE

AREA:

OT:

OLF:

OCC:

116 SF

OFFICE

AREA:

OT:

OLF:

OCC:

518 SF

WRITING LAB

AREA:

OT:

OLF:

OCC:

444 SF

CLASSROOM

AREA:

OT:

OLF:

OCC:

131 SF

OFFICE

AREA:

OT:

OLF:

OCC:

113 SF

OFFICE

AREA:

OT:

OLF:

OCC:

146 SF

OFFICE

AREA: 39 SF

JAN.

AREA: 61 SF

ELEC.

AREA: 45 SF

I.S. DN

AREA: 278 SF

WOMEN RR

AREA: 282 SF

MEN RR

CORRIDOR

LOBBY

CORRIDOR

ELEV.

89 90

55 55

MAX TRAVEL DISTANCE = 110'

44"

AREA:

OT:

OLF:

OCC:

329 SF

CONFERENCE ROOM

AREA:

OT:

OLF:

OCC:

119 SF

OFFICE

AREA:

OT:

OLF:

OCC:

117 SF

OFFICE

AREA:

OT:

OLF:

OCC:

119 SF

OFFICE

AREA:

OT:

OLF:

OCC:

172 SF

OFFICE

AREA:

OT:

OLF:

OCC:

75 SF

WAITING

AREA:

OT:

OLF:

OCC:

121 SF

WORK ROOM

AREA:

OT:

OLF:

OCC:

128 SF

OFFICE

AREA:

OT:

OLF:

OCC:

121 SF

RECEPTION

AREA: 179 SF

FACULTY

AREA:

OT:

OLF:

OCC:

121 SF

OFFICE

AREA:

OT:

OLF:

OCC:

87 SF

WAITING

AREA:

OT:

OLF:

OCC:

119 SF

OFFICE

AREA:

OT:

OLF:

OCC:

114 SF

OFICE

AREA:

OT:

OLF:

OCC:

158 SF

WORK ROOM

AREA:

OT:

OLF:

OCC:

559 SF

MATH LAB

AREA: 290 SF

MATH LIBRARY

AREA:

OT:

OLF:

OCC:

101 SF

OFFICE

AREA:

OT:

OLF:

OCC:

103 SF

OFFICE

AREA:

OT:

OLF:

OCC:

234 SF

OFFICE

AREA:

OT:

OLF:

OCC:

155 SF

OFFICE

AREA:

OT:

OLF:

OCC:

1210 SF

CLASSROOM

AREA:

OT:

OLF:

OCC:

543 SF

STUDENT LOUNGE

AREA:

OT:

OLF:

OCC:

719 SF

CLASSROOM

AREA:

OT:

OLF:

OCC:

328 SF

STUDENT LOUNGE

AREA:

OT:

OLF:

OCC:

353 SF

OFFICE

AREA:

OT:

OLF:

OCC:

153 SF

OFFICE

AREA:

OT:

OLF:

OCC:

154 SF

OFFICE

AREA:

OT:

OLF:

OCC:

100 SF

OFFICE

AREA:

OT:

OLF:

OCC:

127 SF

OFFICE

AREA:

OT:

OLF:

OCC:

127 SF

OFFICE

AREA:

OT:

OLF:

OCC:

264 SF

CONFERENCE

AREA:

OT:

OLF:

OCC:

338 SF

RECEPTION

AREA:

OT:

OLF:

OCC:

234 SF

CONFERENCE

AREA:

OT:

OLF:

OCC:

1094 SF

CLASSROOM

AREA: 25 SF

ELEC.

AREA: 154 SF

STAFF LOUNGE

AREA: 28 SF

JAN.

AREA: 92 SF

I.T.

AREA: 109 SF

MEN RR

AREA: 110 SF

WOMEN RR

CORRIDOR

HALL

CORRIDOR

OPEN TO

BELOW

ELEV.

74FE

MIN

. S

EPARATIO

N D

TANCE IS

17'-4

49'-5

39'-9"

MAX TRAVEL DISTANCE = 123'

2SB 2SA

AREA: 44 SF

TOILET

AREA:

OT:

OLF:

OCC:

941 SF

OPEN STUDY

AREA:

OT:

OLF:

OCC:

1171 SF

FLEX OFFICE

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :3

G0.6

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

CODE

SUMMARY

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

T S

CODE SUMMARY - LEVEL 1

OCC

TYPE NAME AREA

OCC

L.F.

OCC

LOAD

# OF

EXITS

(1015.1)

COMMON

PATH DIST

(1014.3)

EXIT ACCESS

DIST (1016.2) COMMENTS

ELEC. 61 SF 1

I.S. 45 SF 1

JAN. 39 SF 1

MEN RR 282 SF 1

WOMEN RR 278 SF 1

B CLASSROOM 444 SF 20 23 1

B CONFERENCE

ROOM

329 SF 20 17

B FACULTY 179 SF 150 2

B MATH LAB 559 SF 20 28

B MATH LIBRARY 290 SF 150 2 1

B OFFICE 117 SF 150 1 1

B OFFICE 118 SF 150 1 1

B OFFICE 103 SF 150 1 1

B OFFICE 101 SF 150 1 1

B OFFICE 123 SF 150 1 1

B OFFICE 100 SF 150 1 1

B OFFICE 103 SF 150 1 1

B OFFICE 151 SF 150 2 1

B OFFICE 156 SF 150 2 1

B OFFICE 116 SF 150 1 1

B OFFICE 131 SF 150 1 1

B OFFICE 113 SF 150 1 1

B OFFICE 146 SF 150 1 1

B OFFICE 119 SF 150 1

B OFFICE 117 SF 150 1

B OFFICE 119 SF 150 1

B OFFICE 172 SF 150 2

B OFFICE 128 SF 150 1

B OFFICE 121 SF 150 1

B OFFICE 119 SF 150 1

B OFICE 114 SF 150 1

B RECEPTION 121 SF 150 1

B WAITING 123 SF 15 9 1

B WAITING 75 SF 15 6

B WAITING 87 SF 15 6

B WORK ROOM 123 SF 150 1 1

B WORK ROOM 121 SF 150 1

B WORK ROOM 158 SF 150 2

B WRITING LAB 518 SF 20 26 1

CODE SUMMARY - BASEMENT

OCC

TYPE NAME AREA

OCC

L.F.

OCC

LOAD

# OF

EXITS

(1015.1)

COMMON

PATH DIST

(1014.3)

EXIT ACCESS

DIST (1016.2) COMMENTS

ELEC. RM. 89 SF

ELEV. 63 SF 1

ELEV. ROOM 63 SF 1

I.S. 116 SF

JAN. 42 SF

MECHANICAL 410 SF 1

MEN RR 215 SF 1

ROTC PREP. 149 SF

STAFF 83 SF

STOR. 46 SF

STOR. 76 SF

STOR. 18 SF

TOILET 48 SF

WOMEN RR 215 SF 1

B CLASSROOM 964 SF 20 49 1

B CONFERENCE 360 SF 20 18

B OFFICE 132 SF 150 1

B OFFICE 128 SF 150 1

B OFFICE 160 SF 150 2

B OFFICE 131 SF 150 1

B OFFICE 133 SF 150 1

B OFFICE 116 SF 150 1

B OFFICE 124 SF 150 1

B OFFICE 128 SF 150 1

B OFFICE 103 SF 150 1

B OFFICE 119 SF 150 1

B OFFICE 126 SF 150 1

B OFFICE 93 SF 150 1

B OFFICE 94 SF 150 1

B OFFICE 121 SF 150 1

B OFFICE 154 SF 150 2

B OFFICE 125 SF 150 1

B OFFICE 139 SF 150 1

B OFFICE 127 SF 150 1

B OFFICE 99 SF 150 1

B OFFICE 101 SF 150 1

B OFFICE 102 SF 150 1

B OFFICE 99 SF 150 1

B OFFICE 101 SF 150 1

B OFFICE 122 SF 150 1

B OFFICE 123 SF 150 1

B OFFICE 98 SF 150 1

B OFFICE 145 SF 150 1

B P. TEST 33 SF 150 1

B P. TEST 34 SF 150 1

B RECEPTION 225 SF 150 2

B STORAGE 246 SF 300 1 1

B STORAGE 263 SF 300 1

B STUDY 226 SF 20 12

B TESTING 519 SF 20 26

B WEAPONS SIM 292 SF 150 2

B WORK RM. 85 SF 150 1

CODE SUMMARY - LEVEL 2

OCC

TYPE NAME AREA

OCC

L.F.

OCC

LOAD

# OF

EXITS

(1015.1)

COMMON

PATH DIST

(1014.3)

EXIT ACCESS

DIST (1016.2) COMMENTS

ELEC. 25 SF 1

I.T. 92 SF 1

JAN. 28 SF 1

MEN RR 109 SF 1

STAFF LOUNGE 154 SF 1

TOILET 44 SF 1

WOMEN RR 110 SF 1

B CLASSROOM 1210 SF 20 61 2

B CLASSROOM 719 SF 20 36 1

B CLASSROOM 1094 SF 20 55 2

B CONFERENCE 264 SF 20 14 1

B CONFERENCE 234 SF 20 12 1

B FLEX OFFICE 1171 SF 150 8 1

B OFFICE 234 SF 150 2 1

B OFFICE 155 SF 150 2 1

B OFFICE 353 SF 150 3 1

B OFFICE 153 SF 150 2 1

B OFFICE 154 SF 150 2 1

B OFFICE 100 SF 150 1 1

B OFFICE 127 SF 150 1 1

B OPEN STUDY 941 SF 20 48 1

B RECEPTION 338 SF 150 3 1

B STUDENT

LOUNGE

543 SF 20 28 1

B STUDENT

LOUNGE

328 SF 20 17 1

1/16" = 1'-0" 1

CODE SUMMARY - BASEMENT

1/16" = 1'-0" 2

CODE SUMMARY - LEVEL 1

1/16" = 1'-0" 3 CODE SUMMARY - Level 2

FLOOR TOTAL

BASEMENT OCCUPANT NUMBER 149

FIRST FLOOR OCCUPANT NUMBER 156

SECOND FLOOR OCCUPANT NUMBER 296

TOTAL BUILDING OCCUPANTS 601

149FLOOR TOTAL

EXISTING BUILDING

36" x 36" x 24" H

CONCRETE PEDESTAL

FOR "CHARGEPOINT"

EV CHARGER, PROVIDE

ELEC. CONDUITS AND

ANCHOR BOLTS IN

PEDESTAL FOR

CHARGER

INSTALLATION, CENTER

ON PARKING STRIPE

FENCED CONTRACTOR

STAGING AREA

TEMP. STAIRS

DOWN TO

PARKING LOT

PROVIDE SCAFFOLD

PLATFORM FOR

CONTRACTOR ACCESS

TO SECOND FLOOR

CONSTRUCTION ZONE.

MAINTAIN PEDESTRIAN

ACCESS UNDER

PLATFORM.

PRESERVE SOU

ACCESS TO

GROUND FLOOR

DURING

CONSTRUCTION

TEMPORARILY

REMOVE SECTION

OF GUARDRAIL FOR

CONSTRUCTION

ACCESS

6' CHAIN-LINK FENCED

CONTRACTOR STAGING

AREA

CONTRACTOR

ACCESS GATE

CONTRACTOR

ACCESS GATE

MAINTAIN SOU

ACCESS TO ADA

AND SERVICE

PARKING SPACES

SIDEWALKS & FIRST

FLOOR BUILDING

ENTRY TO REMAIN

OPEN

SIDEWALKS TO

REMAIN OPEN

ISSUE DATE:

PROJECT NO.:

SHEET:

REVISIONS

T hi s do cu m en t, a nd t he id ea s an d de si gn s in co rp or at ed h er ei n, a s an in st ru m en t of p ro fe ss io na l s er vi ce , i s th e pr op er ty o f K is tle r

S m al l +

W hi te A rc hi te ct s an d is n ot t o be u se d, in w ho le o r in p ar t, fo r an y ot he r pr oj ec t w ith ou t th e w rit te n au th or iz at io n of

K S

W A rc hi te ct s.

S W

A rc hi te ct s, TEL.: 541.488.8200

THESE DRAWINGS MAY

BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

FOR CONSTRUCTION

:0 :1

A0.1

1.20.26

25-021

100% CD

O U

B O

U L

E V

A R

D A

S H

L A

N D

O R

E G

O N

S O

C E

N T

R A

L H

A L

P H

A S

SITE PLAN

S E

C O

N D

F L O

O R

T E

N A

N T

I M

P R

O V

E M

E N

T S

1/16" = 1'-0" 1

SITE - PLAN

GENERAL NOTES - SITE PLAN

A. SITE PLAN KEYNOTES APPLY TO SHEET A0.1 ONLY.

B. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL SITEWORK DEMOLITION INFORMATION.

5X - WOOD FURRED6X - WOOD PARTITION

P T

WOOD - ACOUSTICAL PARTITION

NOTES:

1) STC 46 (BASED ON NGC 2018106) AT ACOUSTICAL WALLS.

P T

WOOD - ACOUSTICAL PARTITION

P T

WOOD - ACOUSTICAL PARTITION

NOTES:

1) STC 54 (BASED ON TEST NGC 2011066) AT ACOUSTICAL WALLS.

WOOD - STUD FURRED EXT. WALL

6X - WOOD PARTITION

09 21 16 - 5/8" TYPE X

ACOUSTICAL GYPSUM BOARD

09 21 16 - 5/8" TYPE X

ACOUSTICAL GYPSUM BOARD

09 21 16 - 5/8" TYPE X

ACOUSTICAL GYPSUM BOARD

09 21 16 - 5/8" TYPE 'X'

GYPSUM BOARD

07 21 00 - ACOUSTICAL

INSULATION

07 21 00 - ACOUSTICAL

INSULATION

07 21 10 - 2 3/4" MINERAL

WOOL INSULATION - MIN. R-4.2

PER INCH

NOTES:

1) STC 56 (BASED ON NGC 2010080) AT ACOUSTICAL WALLS.

U301 - INSTALLATION INSTRUCTIONS

Base layer 5/8 in. Type 'X' Gypsum Board applied vertically or horizontally to each side of 2x4 wood studs at 16 in. o.c. with 1-7/8 in. long 6d coated nails at 6 in. o.c., Face layer 5/8 in. Type 'X' Gypsum Board applied vertically or horizontally with 2-3/8 in. long 8d coated nails at 8 in. o.c., Vertical joints located over studs. Joints staggered each layer and side.

U301 - INSTALLATION INSTRUCTIONS with Optional Resilient Channels Base layer 5/8 in. Type 'X' Gypsum Board applied vertically to one side of 2x4 wood studs at 16 in. o.c. with 1-1/4 in. Type W screws at 8 in. o.c., Face layer 5/8 in. Type 'X' Gypsum Board applied with 2 in. Type W screws at 8 in. o.c., Resilient channels at 24 in. o.c.

applied horizontally to opposite side with 1-1/4 in. Type W screws. Base layer 5/8 in. Type 'X' Gypsum Board applied vertically to channels with 1 in. Type S screws at 24 in. o.c., Face layer 5/8 in. Type 'X' Gypsum Board applied with 1-5/8 in. Type S screws at 12 in.

o.c., Vertical joints located over studs.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.