Attachment A - Exhibit A _ARCH Drawings~2.pdf

PDF 10 MB Posted Oct 5, 2026

Attached to: CM/GC SERVICES FOR THE CITY HALL DEFERRED MAINTENANCE & QU
Solicitation number: S-KS0060-00018127
Issued by: Lane County, Oregon

About this file

Written by GovTribe AI · Oct 6, 2026

This is an architectural drawing set and code compliance document for the City of Springfield's City Hall Deferred Maintenance and Quad Redesign Project located at 225 5th Street, Springfield, Oregon 97477. The project encompasses a comprehensive remodel of approximately 88,220 square feet across the main level, involving three distinct work areas: the North Quad, Southeast Quad, and Library (finishes only). The scope includes demolition, reconfiguration of existing spaces, new interior finishes, accessibility improvements, and updates to building systems including fire suppression, electrical, mechanical, and plumbing systems. The design development drawings are prepared at 75% completion for cost estimating purposes and are dated March 26, 2026, with architectural services provided by Rowell Brokaw Architects in Eugene, Oregon, structural engineering by Overstake Structural Solutions, and MEP engineering by Systems West, all under direction from the City of Springfield's Project Manager Jeff Paschall.

The project maintains the existing Type IIIB construction classification with a fully sprinklered system and does not propose changes to the building's occupancy classifications, which consist of Group A3 (Assembly) for the library and Group B (Business) for civic administration offices. Key project requirements include remodeling non-compliant restrooms to ADA standards, creating new ADA-compliant shower and changing rooms, installing new accessible service counters, and upgrading fire protection and life safety systems in accordance with the 2025 Oregon Structural Specialty Code, 2024 Oregon Fire Code, and 2023 Oregon Electrical and Plumbing Specialty Codes. The existing building is non-conforming relative to current area allowances; however, no occupancy or occupant load changes are proposed. Plumbing fixture requirements show 32 total water closets (including three urinals) and 24 total lavatories across assembly and business uses, with two drinking fountains (one new, one existing). The construction documents indicate this is a design development phase with full cost estimating, positioning the project for upcoming procurement and general contractor selection.

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Other files

File	Type	Posted
Attachment A - Exhibit B_MEP Drawings~2.pdf	PDF	Oct 5, 2026
RFP - City Hall Renovation CM-GC -Final~4.pdf	PDF	Oct 5, 2026
Attachment A - Exhibit D - CM-GC_Cost_Matrix_City_of_Springfield~1.pdf	PDF	Oct 5, 2026
Attachment C - Proposer Info and Certification~1.pdf	PDF	Oct 5, 2026
Attachment D COBID Form~1.pdf	PDF	Oct 5, 2026
Attachment A - Exhibit C- Seismic Study~2.pdf	PDF	Oct 5, 2026
Attachment E Responsibility Inquiry~1.pdf	PDF	Oct 5, 2026
Attachment A-Statement of Work~2.pdf	PDF	Oct 5, 2026

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T T

AREA OF WORK:

N QUAD

AREA OF WORK:

SE QUAD

AREA OF WORK:

LIBRARY (FINISHES ONLY)

DRAWING SYMBOLS KEY AND ABBREVIATIONS

A-101

SIM

XXX

1 XX

NORTH: IN DIRECTION OF ARROW HEAD

ELEVATION MARKER

SPOT ELEVATION MARKER

SECTION CALLOUT:

ARROW INDICATES DIRECTION OF SECTION VIEW

- SOLID ARROW - BUILDING SECTION

- OPEN ARROW - DETAIL SECTION

ROOM NAME

ROOM # ROOM TAG

SIM OR TYP

DESIGNATION

SECTION OR DETAIL #

SHEET #

SIM OR TYP

DESIGNATION

SECTION OR DETAIL

SHEET #

DETAIL CALLOUT

KEYNOTE TAG:

SEE KEYNOTE LEGEND PER SHEET

GRIDLINE MARKER

INTERIOR ELEVATION CALLOUT:

NUMBERS AT ARROWS INDICATE

REFERENCED ELEVATION DRAWINGS

ELEVATION #

SHEET #

WALL TAG -

SEE SHEET A-002 FOR MORE INFORMATION

FLOOR TAG

EXTERIOR WALL TAG

WINDOW/STOREFRONT TAG

A-2

EXTERIOR ELEVATION CALLOUT:

NUMBERS AT ARROWS INDICATE REFERENCED

ELEVATION DRAWINGS

A 011

CEILING ASSEMBLY TAG

ROOF TAG

ELEVATION #

SHEET #

CASEWORK TYPE TAG:

SEE DETAIL SHEET FOR ADDITIONAL INFO.

EQUIPMENT / TOILET ACCESSORIES TAG

C1-A

EW1

##A

WINDOW TAG:

WINDOW TYPE AND ID #

A-1 01Ref

101-1 DOOR TAG

XX1

Room Name

CABINET TYPE

CABINET DEPTH

A-101

SIM

H S

T R

E E

NORTH "A" STREET

BOOK DROP

FIRE PANEL /

RISER ROOM

MECH

STOR

BIKE /

STOR.

(4) BIKE RACKS, (E)

(13) BIKE RACKS, (E)

(4) BIKE RACKS, (E)

(2) BIKE RACKS, (E)

MAIN LEVEL PERIMETER, ABOVE

NOTE: NO CHANGES ARE PROPOSED TO

GROUND LEVEL / SITE. ALL ELEMENTS

ARE SHOWN FOR GENERAL CONTEXTUAL

INFORMATION ONLY - LOCATIONS AND

QUANTITIES ARE APPROXIMATE.

OPEN TO

ABOVE

ELEV

MECH

PROJECT LOCATION

RBA #:

SET ISSUE

P.I.C:

PM / PA:

DATE

STAMP

REV. DATE

REVISIONS TO THIS SHEET

Owner

Project Name

Project Address

PROJECT TRACKING

City of Springfield

DESIGN DEVELOPMENT 2025-08-18

NOT FOR CONSTRUCTION

DESCRIPTION

KEY PLAN

75%CD / COSTING SET 2026-03-26

G-001

COVER

225 5th St, Springfield, OR 97477

SPRINGFIELD QUAD

REMODEL

BRITNI JESSUP

KARA STRICKLAND

DRAWING INDEX

Sheet Number Sheet Name

00-GENERAL

G-001 COVER

G-002 CODE SUMMARY

G-003 CODE PLAN - MAIN FLOOR

G-004 ACCESSIBILITY - PUBLIC SPACES

G-005 ACCESSIBILE ROUTE - DOORS - CLEARANCES

03-ARCHITECTURAL

A-001 ASSEMBLIES

D-101 DEMO PLAN - OVERALL

D-102 DEMO RCP - OVERALL

A-110 MAIN LEVEL PLAN - OVERALL

A-111 ROOF PLAN - OVERALL

A-120-N DIMENSION PLAN - NORTH

A-121-SE DIMENSION PLAN - SOUTHEAST

A-141-N REFLECTED CEILING PLAN - NORTH

A-142-SE REFLECTED CEILING PLAN - SOUTHEAST

A-201 BUILDING ELEVATIONS

A-210 BUILDING SECTIONS

A-330 EXTERIOR DETAILS

A-402-N ENLARGED PLAN & ELEVATIONS - NORTH - RESTROOMS

A-403-SE ENLARGED PLANS & ELEVATIONS - LOCKER ROOMS - SOUTHEAST

A-501 DOORS & WINDOWS

A-601-N INTERIOR ELEVATIONS - NORTH CORE

A-602-NW INTERIOR ELEVATIONS - NORTH WEST

A-603-NE INTERIOR ELEVATIONS - NORTH EAST

A-604-SE INTERIOR ELEVATIONS - SOUTHEAST- AMENITIES

A-605-SE INTERIOR ELEVATIONS - SOUTHEAST - FACILITIES AND AMENITIES

A-606-SE INTERIOR ELEVATIONS - SOUTHEAST - HR & IT/FINANCE

A-620 INTERIOR DETAILS - MISC

A-621 INTERIOR DETAILS - CEILINGS

A-622 INTERIOR DETAILS - CASEWORK

A-623 INTERIOR DETAILS - CASEWORK

A-701-N FINISH PLAN - NORTH

A-702-SE FINISH PLAN - SOUTHEAST

A-703-SW FINISH PLAN - LIBRARY - SOUTHWEST

A-704 FINISH SCHEDULE

A-705-N FURNITURE PLAN - NORTH

A-706-SE FURNITURE PLAN - SOUTHEAST

SPRINGFIELD QUAD REMODEL

OWNER

75%CD / COST ESTIMATING SET

MECHANICAL, ELECTRICAL & PLUMBING ENGINEERSGENERAL CONTRACTOR - TBD

ROWELL BROKAW ARCHITECTS

1203 WILLAMETTE STREET, SUITE 210

EUGENE, OR 97401

PH: 541-485-1003

CONTACTS:

BRITNI JESSUP

britni@rowellbrokaw.com

KARA STRICKLAND

kara.strickland@rowellbrokaw.com

ARCHITECT

SYSTEMS WEST

725 A St Springfield, OR 97477

PH: 541-342-7210

CONTACT:

CHARLIE WHITE

cwhite@systemswestengineers.com

CITY OF SPRINGFIELD

225 5TH ST

SPRINGFIELD, OR 97477

PH: 541-726-1674

CONTACT:

JEFF PASCHALL

jpaschall@springfield-or.gov

1/64" = 1'-0" | Ref: 1 / A-201G-001

1 AREA OF WORK - 2ND FLOOR

STRUCTURAL ENGINEER

Overstake Structural Solutions 2852 Willamette St Eugene, OR 97405

PH: 541-780-4019

CONTACT:

BRIAN OVERSTAKE

brian@ostructural.com

& AND

@ AT

ACM COMPOSITE METAL PANEL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AV AUDIO / VISUAL

BD BOARD

BLW BELOW

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOS BOTTOM OF SLAB

BOT, BOTT BOTTOM

BR BRICK

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COE CITY OF EUGENE (BUILDING DEPARTMENT)

COL COLUMN

COMP COMPENSATING

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CW CURTAIN WALL

DBL DOUBLE

DEPR DEPRESSION

DIA DIAMETER

DIM DIMENSION

DJ DRIFT JOINT

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

(E) EXISTING

ELEV ELEVATION

ELEV ELEVATOR

ENC ENCLOSURE

ENT ENTRY

EQ EQUAL

ES EXTERIOR STOREFRONT

FAC FACTORY

FC FAN COIL

FCS FIBER CEMENT SIDING

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FLR, FL FLOOR

FND FOUNDATION

FO FACE OF

FOF FACE OF FINISH

FR FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PLASTIC

FS FIRE SPRINKLER

GF GROUND FLOOR

GL GLAZING

GL GRIDLINE

GWB GYPSUM WALL BOARD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HR HOUR

HS HOLLOW STEEL

INSUL INSULATION

IS INTERIOR STOREFRONT

LCKR LOCKER

LOC LOCATION

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRRORED

(N) NEW

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

PLAM PLASTIC LAMINATE

PTD PAINTED

RCB RUBBER COVE BASE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REINF REINFORCING

REQ REQUIRED

RO ROUGH OPENING

SAM SELF-ADHERING MEMBRANE

SD STORM DRAIN

SF SQUARE FEET

SFRM SPRAYED FIRE-RESISTIVE MATERIAL

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STFT STOREFRONT

STL STEEL

STRUC STRUCTURE

SUSP SUSPENDED

T.O. TOP OF

TBD TO BE DETERMINED

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB

TWF THROUGH WALL FLASHING

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

W/I WITHIN

W/O WITHOUT

WA WALL ASSEMBLY

WH WATER HEATER

WP WATER PROOFING

WRB WEATHER RESISTANT BARRIER

| 2 / A-XXX

NORTH ARROW

VIEW #

SHEET #

DRAWING SCALE

REFERENCING

VIEW & SHEET #

3" = 1'-0"G-001

3 VIEW TITLE LEGEND

1" = 40'-0" | Ref: 1 / A-201G-001

4 GROUND LEVEL PLAN - EXISTING

N.T.S.

VICINITY MAP

Attachment A - Exhibit A

REF REFMWMW

4A 5 61 2 3 7 8 10 129 114

13 14 15 16 1817

E X

E P

A R

A T

MULTI-PURPOSE RM DIAGONAL

± 82' - 3"

21' - 4"

NE.1

163' - 7"

NE.2

NORTH Q

UAD DIAGONAL

± 215' - 11"

'/2

EXIT

EPARATIO

- 1

142' - 3"

STACKS:

8,226 SF / 100 OLF =

83 OCCUPANTS

READING ROOM:

10,633 SF / 50 OLF =

213 OCCUPANTS

NON-CONCENTRATED

ASSEMBLY (MTG RM):

1,448 SF / 15 OLF =

97 OCCUPANTS

BUSINESS

(OFFICES & RECEPTION):

4,968 SF / 150 OLF =

34 OCCUPANTS

ACCESSORY - MEP:

215 SF / 300 OLF =

1 OCCUPANTS

LIBRARY TOTAL:

428 OCCUPANTS

LIBRARY OCC. LOADS

BUSINESS:

20,113 SF / 150 OLF =

135 OCCUPANTS

ACCESSORY - MEP:

383 SF / 300 OLF =

2 OCCUPANTS

NORTH QUAD TOTAL:

137 OCCUPANTS

NORTH QUAD OCCUPANCY LOADS

ASSEMBLY, NON-CONCENTRATED

(ACCESSORY TO BUSINESS OCCUPANCY)

2,158 SF / 15 OLF=

144 OCCUPANTS

MULTI-PURPOSE RM

ASSEMBLY - NON CONCENTRATED:

1,247 SF / 15 OLF =

84 OCCUPANTS

SEATING AREA OCC LOAD

ASSEMBLY - CONCENTRATED (NOT FIXED):

1,417 SF / 7 OLF=

203 OCCUPANTS

COUNCIL CHAMBER (SEATING AREA)

(NOT INCLUDING MULTI-

PURPOSE RM)

BUSINESS:

7,961 SF / 150 OLF=

54 OCCUPANTS

EXERCISE + LOCKER ROOMS:

2,483 SF / 50 OLF=

50 OCCUPANTS

ACCESSORY - MEP:

273 SF / 300 OLF=

1 OCCUPANT

SE QUAD TOTAL:

105 OCCUPANTS

SOUTHEAST QUAD OCC LOADS

2ND FLOOR TOTAL: 1,250 OCCUPANTS

BUSINESS:

22,201 SF / 150 OLF=

149 OCCUPANTS

CITY HALL (MISC.) OCC LOADS

123' - 4"

SE-IT.2

22' - 7"

SE-IT.1

45' - 0"

SE-MP.1

172' - 1"

SE-MP.2

58' - 9"

SE-LR.1

235' - 4"

SE-LR.2

FEC

69' - 7"

FEC

69' - 7"

FEC

59' - 7"

FEC

LIBRARY

LIBRARY MTG

GYM

254.A

SE - IT / FINANCE

SE - HR SUITE

MULTI - PURPOSE

252.A

MEETING

CENTRAL CORRIDOR

NE QUAD

NW QUAD

CONF.

KITCHEN

224.A

ELECTRICAL

224.C

TEL

SPRINKLER

SERVER

QUIET

224.B SOUND BOOTH

COUNTER LOBBY

201.A

CONF.

PRINT & SUPPLY

STORAGE

FACILITIES

250.A

CONF.

ELECTRIC

RADIO

ALT. COMMUTE

259.B

CUSTODIAL

QUIET

SECURITY

250.C

OFFICE

250.B

STORAGE

CUSTODIAL

WOMEN

211.B

MEN

211.C

HALL

MUD RM

MEN

223.A

WOMEN

223.B

MEETING

COUNCIL CHAMBER

EXISTING CLINIC

72' - 5"

FEC

48' - 8"

FEC

LIBRARY OFFICES

CENTRAL CORRIDOR

OPEN

COMMON PATH OF TRAVEL (1006.2.1)

AREA(S) OF SCOPE

PATH OF TRAVEL

A-3 ASSEMBLY OCCUPANCY

B BUSINESS OCCUPANCY

CODE PLAN LEGEND

FEC

FIRE EXTINGUISHER CABINET

TYPE: XXX

EXIT SIGN

RBA #:

SET ISSUE

P.I.C:

PM / PA:

DATE

STAMP

REV. DATE

REVISIONS TO THIS SHEET

Owner

Project Name

Project Address

PROJECT TRACKING

City of Springfield

DESIGN DEVELOPMENT 2025-08-18

NOT FOR CONSTRUCTION

DESCRIPTION

KEY PLAN

75%CD / COSTING SET 2026-03-26

G-003

CODE PLAN - MAIN

FLOOR

225 5th St, Springfield, OR 97477

SPRINGFIELD QUAD

REMODEL

BRITNI JESSUP

KARA STRICKLAND

1/16" = 1'-0"G-003

1 CODE PLAN - MAIN FLOOR - OVERALL

CODE SUMMARY

CHAPTER 1: ADMINISTRATION

CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION

NO CHANGES PROPOSED TO EXISTING BUILDING USE AND OCCUPANCY.

OCCUPANCY PER SECTION 304:

GROUP A3 (ASSEMBLY) - LIBRARY

GROUP B (BUSINESS) - CIVIC ADMINISTRATION OFFICES

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

ALLOWABLE HEIGHT AND STORIES:

TABLES 504.3 AND 504.4 - TYPE IIIB, FULLY SPRINKLERED:

GROUP A3:

MAXIMUM: 75 FT HEIGHT, 3 STORIES

ACTUALS: 23.5 FT HEIGHT, 2 STORIES

GROUP B:

MAXIMUMS: 75 FT HEIGHT, 4 STORIES

ACTUALS: 23.5 FT HEIGHT, 2 STORIES

ALLOWABLE AREA DETERMINATION:

TABLE 506.2 - TYPE IIIB, FULLY SPRINKLERED:

GROUP A3: 28,500 SF

GROUP B: 57,000 SF

PROPOSED BUILDING AREA, MAIN LEVEL (GSF):

OCCUPANCY EXISTING PROPOSED ALLOWED

A3 ±25,725 NO CHANGE 28,500

B ±62,495 NO CHANGE 57,000

TOTAL: ±88,220 NO CHANGE 85,500

EXISTING BUILDING IS NON-CONFORMING.

SECTION 506.3 FRONTAGE INCREASE: NO CHANGES PROPOSED.

SECTION 508 MIXED USE AND OCCUPANCY:

BUILDING IS MIXED OCCUPANCY ON MAIN LEVEL.

508.2 ACCESSORY A3 OCCUPANCIES:

MULTI-PURPOSE ROOM: 2,158 SF

NONCONCENTRATED SEATING AREA: 1,247 SF

508.2.3 ACCESSORY OCCUPANCIES CANNOT BE MORE THAN 10% OF AREA OF STORY

THEY ARE IN.

A3 - ACCESSORY TO GROUP B: 3,405 SF

B - ACCESSORY TO GROUP A3: 3,800 SF

AGGREGATE TOTAL: (7,205 SF / 88,220 SF) 100 = 8.2%

508.2.4 ACCESSORY OCCUPANCIES NEED NO SEPARATION TO MAIN OCCUPANCY.

508.3 NONSEPARATED OCCUPANCIES:

508.3.2 ALLOWABLE BUILDING AREA, HEIGHT AND NUMBER OF STORIES - THE

BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE

ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE

TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1.

EXISTING BUILDING IS NON-CONFORMING.

509 INCIDENTAL USES - ELECTRICAL ROOMS MUST COMPLY WITH SECTIONS 110.26

THROUGH 110.34 OF THE ELECTRICAL CODE.

CHAPTER 7: FIRE AND SMOKE PROTECTION SYSTEMS

SECTION 704.1 AND 707.5

NO CHANGES PROPOSED.

SECTION 705 EXTERIOR WALLS

TABLE 705.5 - FIRE-RESISTANCE RATINGS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

GROUP A, B - TYPE IIIB CONSTRUCTION:

DIST. TO NEAREST LOT LINE/ CL ROW FIRE-RATING

NORTH ELEVATION: 5.5' NO CHANGES - N/A

EAST ELEVATION, NORTH QUAD: 6.2' 1 HOUR

EAST ELEVATION, SOUTH QUAD: 5.3' (VFY) 1 HOUR

SOUTH ELEVATION: 12.4' NO CHANGES - N/A

NORTH-WEST ELEVATION: 3.4' NO CHANGES - N/A

SOUTH-WEST ELEVATION: 4.9' NO CHANGES - N/A

SECTION 705.9 OPENINGS

APPLICABLE TO TOTAL WALL/OPENING AREA INCLUDING PROPOSED NEW WINDOW

OPENINGS IN 1-HR RATED EXTERIOR WALLS.

TABLE 705.9 - MAXIMUM AREA OF OPENINGS BASED ON FIRE SEPARATION DISTANCE

OF 5 TO LESS THAN 10 FEET:

EAST ELEVATION, NORTH QUAD - UNPROTECTED, SPRINKLERED: 25%

EAST ELEVATION, SOUTH QUAD - UNPROTECTED, SPRINKLERED: 25%

SECTION 706 FIRE WALLS

NO CHANGES PROPOSED.

SECTION 707 FIRE BARRIERS

708.4 SHAFT ENCLOSURES - NO CHANGES PROPOSED.

1022.2 EXIT ENCLOSURES - NO CHANGES PROPOSED.

707.4 EXTERIOR WALLS OF SHAFT/EXIT ENCLOSURE: NO CHANGES PROPOSED.

707.6 CONTINUITY - NO CHANGES PROPOSED TO EXTENT OF EXISTING FIRE-RATED

EXTERIOR WALLS.

SECTION 708 FIRE PARTITIONS

TABLE 1020.2 - CORRIDOR WALLS NOT REQUIRED TO BE RATED IN FULLY

SPRINKLERED BUILDING OF A AND B GROUP OCCUPANCY.

SECTION 711 FLOOR AND ROOF ASSEMBLIES

NO CHANGES PROPOSED.

SECTION 716 OPENING PROTECTIONS

NOT REQUIRED WHERE TOTAL OPENING AREA IS LESS THAN 25% OF FIRE-RATED

EXTERIOR WALL AREA PER 705.9.

SECTION 718 CONCEALED SPACES

718.4 DRAFTSTOPS NOT REQUIRED IN FULLY SPRINKLERED BUILDINGS.

EXISTING DRAFTSTOPS TO REMAIN WHEREVER POSSIBLE DURING INSTALLATION OF

PROPOSED NEW BUILDING SYSTEMS.

SECTION 720 THERMAL AND SOUND INSULATING MATERIALS

CONCEALED BATT INSULATION TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN

25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.

CHAPTER 8: INTERIOR FINISHES

SECTION 803 - WALL AND CEILING FINISHES

TABLE 803.13 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

GROUP B, SPRINKLERED:

CORRIDORS - CLASS C

ROOMS & ENCLOSED SPACES - CLASS C

GROUP A3, SPRINKLERED:

CORRIDORS - CLASS B

ROOMS AND ENCLOSED SPACES - CLASS C

SECTION 804 FLOORS

INCLUDES FIBER MATERIAL ONLY - CLASS I OR CLASS II

SECTION 806 DECORATIVE MATERIALS AND TRIM

IN GROUP A AND B, DECORATIVE MATERIALS MEETING NFPA701 MUST NOT EXCEED

10% OF WALL OR CEILING TO WHICH THEY ARE ATTACHED, OR MUST BE NON-

COMBUSTIBLE.

SECTION 808 ACOUSTICAL CEILING SYSTEMS

INSTALL SUSPENDED ACOUSTICAL CEILINGS IN ACCORDANCE WITH ASTM C635 AND

C636. IF USED IN A FIRE RATED ASSEMBLY, MUST BE INSTALLED PER TESTED

ASSEMBLY AND SHALL COMPLY WITH CHAPTER 7.

CHAPTER 9: FIRE PROTECTION SYSTEMS

SECTION 903 AUTOMATIC SPRINKLER SYSTEM

EXISTING BUILDING IS FULLY SPRINKLERED. WHERE WALL RECONFIGURATIONS ARE

PROPOSED IN GROUP B - OFFICE AREAS, THE EXISTING SPRINKLER SYSTEM WILL BE

MODIFIED TO PROVIDE ADEQUATE FIRE SUPPRESSION COVERAGE. ALL NEW AND

MODIFIED SPRINKLER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA13.

SECTION 906 PORTABLE FIRE EXTINGUISHERS - TO COMPLY W/ OFC 906.

SECTION 907 ALARM AND DETECTION:

NO CHANGES PROPOSED TO EXISTING ALARM AND DETECTION SYSTEMS, EXCEPT AS

REQUIRED BY CODE IN RECONFIGURED GROUP B - OFFICE AREAS. ALL NEW OR

MODIFIED SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH OSSC 2025 AND NFPA

72.

907.2.1 GROUP A

EXCEPTION 1 - MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE

BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 AND THE OCCUPANT

NOTIFICATION APPLIANCES WILL ACTIVATE THROUGHOUT THE NOTIFICATION

ZONES UPON SPRINKLER WATER FLOW.

907.2.2 GROUP B

EXCEPTION - MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE

BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 AND THE OCCUPANT

NOTIFICATION APPLIANCES WILL ACTIVATE THROUGHOUT THE NOTIFICATION

ZONES UPON SPRINKLER WATER FLOW.

SECTION 912 FIRE DEPARTMENT CONNECTIONS:

NO CHANGES PROPOSED.

CHAPTER 6: TYPES OF CONSTRUCTION

CONSTRUCTION TYPE: TYPE IIIB

FIRE RESISTANCE OF BUILDING ELEMENTS, TABLE 601:

EXTERIOR WALLS: 1 HR

ALL OTHER ELEMENTS: 0 HR

SECTION 602.3 - TYPE III: EXTERIOR WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND

THE INTERIOR BUILDING ELEMENTS ARE A MIX OF WOOD, STEEL, AND

CONCRETE/MASONRY MATERIALS.

CHAPTER11: ACCESSIBILITY

ALTERATIONS OF EXISTING BUILDINGS TO INCLUDE IMPROVEMENTS TO

ACCESSIBILITY COSTING UP TO 25% OF PROJECT BUDGET.

PROPOSED IMPROVEMENTS INCLUDE:

• REMODEL EXISTING NON-COMPLIANT RESTROOMS TO COMPLY W/ ADA

STANDARDS.

• NEW ADA-COMPLIANT SHOWER ROOMS AND CHANGING ROOMS PROVIDED.

• NEW ACCESSIBLE SERVICE COUNTER.

TOTAL ESTIMATED COST OF IMPROVEMENTS: TBD

PERCENT OF ESTIMATED PROJECT BUDGET: TBD

CHAPTER 29: PLUMBING SYSTEMS

TABLE 2902.1: MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES:

MAIN FLOOR, MIX OF ASSEMBLY AND BUSINESS USES:

FIXTURE TYPE REQUIRED PROPOSED (EXISTING+NEW)

WATER CLOSETS 23 TOTAL 32 TOTAL, INCLUDES 3 URINALS

ASSEMBLY 7W / 4M

BUSINESS 6W / 6M

LAVATORIES 12 TOTAL 24 TOTAL

ASSEMBLY 6 W/M

BUSINESS 6 W/M

DRINKING FOUNTAINS 1 TOTAL 2 TOTAL - (1) NEW, (1) EXISTING

SECTION 1004 OCCUPANT LOAD

OCCUPANT LOADS HAVE BEEN APPLIED ACCORDING TO OSSC 2025.

SEE CODE PLANS FOR USE OF INDIVIDUAL SPACES AS WELL AS OCCUPANT LOADS.

OCCUPANT LOAD CRITERIA:

TABLE 1004.5

FUNCTION OF SPACE SF/OCCUPANT

BUSINESS/OFFICE 150 GROSS

MEETING/CONF RM 15 NET

MULTI-PURPOSE RM 15 NET

EXERCISE RM 15 NET

COUNCIL CHAMBER 7 NET

LIBRARY - STACKS 100 GROSS

LIBRARY - READING RM 50 NET

MECH 300 GROSS

STORAGE 300 GROSS

1004.8 OUTDOOR AREAS

NO CHANGES PROPOSED.

SECTION 1005 EGRESS WIDTH

NO CHANGES PROPOSED - SEE CODE PLANS.

SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS

TABLE 1006.2.1 - TWO EXITS OR EXIT ACCESS DOORWAYS REQUIRED WHERE

OCCUPANT LOAD OR COMMON PATH OF EGRESS TRAVEL EXCEEDS:

GROUP A, SPRINKLERED: 75' -OR- MAX OCC LOAD: 49

GROUP B, SPRINKLERED: 100' -OR- MAX OCC LOAD: 49

SECTION 1010 DOORS

1010.2.8 PANIC HARDWARE REQUIRED IN SPACES WITH AN OCCUPANT LOAD OF 50 OR

MORE.

1010.4 GATES SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS.

SECTION 1011 STAIRWAYS

NO CHANGES PROPOSED.

SECTION 1016 EXIT ACCESS

1016.2 EGRESS THROUGH INTERVENING SPACES ALLOWED WHERE ADJOINING SPACES

ARE ACCESSORY TO EACH OTHER AND PROVIDE A DISCERNIBLE PATH OF EGRESS

TRAVEL TO AN EXIT.

SECTION 1017 EXIT ACCESS TRAVEL DISTANCE

TABLE 1017.2

GROUP A, SPRINKLERED: 250'

GROUP B, SPRINKLERED: 300'

SECTION 1019 EXIT ACCESS STAIRWAYS:

NO CHANGES PROPOSED - SEE CODE PLAN.

SECTION 1020 CORRIDORS

TABLE 1020.2 CONSTRUCTION

OCCUPANCY GROUP A, B - FULLY SPRINKLERED: 0-HR

CORRIDORS NOT REQUIRED TO BE RATED WITH SPRINKLERS IN GROUPS A, B.

MINIMUM WIDTH - NO CHANGES PROPOSED.

DEAD ENDS - NO CHANGES PROPOSED.

NUMBER OF EXITS AND CONTINUITY - NO CHANGES PROPOSED.

EXIT ENCLOSURES - NO CHANGES PROPOSED.

SECTION 1022 EXITS - NO CHANGES PROPOSED.

SECTION 1027 EXTERIOR EXIT STAIRWAYS - NO CHANGES PROPOSED.

SECTION 1028 EXIT DISCHARGE - NO CHANGES PROPOSED.

SECTION 1030 ASSEMBLY - NO CHANGES PROPOSED TO LIBRARY OCCUPANT LOADS OR

EXITING.

CHAPTER 10: MEANS OF EGRESS

EXISTING BUILDING HAS TWO ELEVATORS - NO CHANGES PROPOSED.

CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS

EXISTING BUILDING IS EQUIPPED THROUGHOUT WITH PORTABLE FIRE

EXTINGUISHERS IN ACCORDANCE WITH SECTION 906. NEW FIRE

EXTINGUISHERS WILL BE LOCATED IN RECONFIGURED OFFICE AREAS AS

REQUIRED PER OFC 2024 - SEE CODE PLAN.

OFC 906 FIRE EXTINGUISHER REQUIREMENTS:

NO CHANGES PROPOSED.

CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY

PROJECT ADDRESS: 225 5TH STREET, SPRINGFIELD, OR 97477

CODE JURISDICTION: CITY OF SPRINGFIELD

APPLICABLE CODES:

2025 OREGON STRUCTURAL SPECIALITY CODE

2024 OREGON FIRE CODE

2025 OREGON MECHANICAL SPECIALTY CODE

2023 OREGON ELECTRICAL SPECIALTY CODE

2023 OREGON PLUMBING SPECIALTY CODE

2025 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

NFPA 101 (NOTE: LOCAL CODE WILL TAKE PRECEDENCE. DEVIATIONS FROM NFPA

NOTED IN INDIVIDUAL SECTIONS.)

2024 INTERNATIONAL EXISTING BUILDING CODE (WITH OSSC CH. 34 MODIFICATIONS)

APPLICABLE ZONING:

MIXED-USE COMMERCIAL LAND USE

NODAL DEVELOPMENT LAND USE OVERLAY DISTRICT

CHAPTER 34: EXISTING BUILDINGS

3401.3.5 - EXISTING RISK CATEGORIZATION -

NO CHANGE OF OCCUPANCY OR CHANGE IN OCCUPANT LOAD - EXISTING RISK

CATEGORIZATION ORIGINALLY APPROVED AS A CONDITION OF THE CURRENT,

VALID CERTIFICATE OF OCCUPANCY SHALL BE REFERENCED.

3401.10 - ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND

EXTERIOR WALL ENVELOPE

NEW AND/OR REPLACED EXTERIOR WALL COVERINGS WILL COVER LESS THAN

TWO STORIES AND LESS THAN 15% OF TOTAL WALL AREA.

SECTION 3405 - PRESCRIPTIVE COMPLIANCE METHOD

3405.1.2 - FIRE RESISTANCE RATINGS

BUILDING IS SPRINKLERED THROUGHOUT. EXISTING FIRE PROTECTION SYSTEM

WILL BE MODIFIED TO MEET COVERAGE REQUIREMENTS IN RECONFIGURED

SPACES.

3405.3 - ALTERATIONS

3405.3.3 EXISTING STRUCTURAL ELEMENTS CARRYING GRAVITY LOAD -

INCREASE OF DESIGN GRAVITY LOADS ON ELEMENTS LIMITED TO 5%, OR

ELEMENTS MUST BE REPLACED OR ALTERED TO MEET REQUIREMENTS FOR

NEW STRUCTURES.

3405.3.4 EXISTING STRUCTURAL ELEMENTS CARRYING LATERAL LOAD -

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 LATERAL

FORCE-RESISTING SYSTEM OF THE ALTERED BUILDING OR STRUCTURE SHALL

MEET THE REQUIREMENTS OF SECTION 1609 AND SECTION 3403.4.3.2.

EXCEPTIONS:

1) ANY EXISTING LATERAL LOAD-CARRYING STRUCTURAL ELEMENT WHOSE

DEMAND-CAPACITY RATIO WITH THE ALTERATION CONSIDERED IS NOT MORE

THAN 10 PERCENT GREATER THAN ITS DEMAND-CAPACITY RATIO WITH THE

ALTERATION IGNORED SHALL BE PERMITTED TO REMAIN UNALTERED.

2) BUILDINGS IN WHICH THE INCREASE IN THE DEMAND-CAPACITY RATIO IS DUE

ENTIRELY TO THE ADDITION OF ROOFTOP-SUPPORTED MECHANICAL

EQUIPMENT INDIVIDUALLY HAVING AN OPERATING WEIGHT LESS THAN 400

POUNDS (181.4 KG) AND WHERE THE TOTAL ADDITIONAL WEIGHT OF ALL

ROOFTOP EQUIPMENT PLACED AFTER INITIAL CONSTRUCTION OF THE BUILDING

IS LESS THAN 10 PERCENT OF THE ROOF DEAD LOAD. FOR PURPOSES OF THIS

EXCEPTION, "ROOF" SHALL MEAN THE ROOF LEVEL ABOVE A PARTICULAR

STORY.

3405.6 - CHANGE OF OCCUPANCY

NO CHANGE OF OCCUPANCY PROPOSED.

DOORWAY CLEAR WIDTH (§404.2.2)

CLEAR

32" MIN

90.00°

TYP.

36" DOOR

CLEAR

32" MIN

CLEAR

32" MIN 36" MIN

X=0" TYP

X=12" MIN WHEN

DOOR HAS

CLOSER & LATCH

X=36" MIN WHEN Y=60"

X=42" MIN WHEN 54"<Y<60"

D O

O R

A S

C L

O S

E R

D O

C L

O S

E R

X=0" TYP

X=12" MIN WHEN

DOOR HAS

CLOSER & LATCH

MANEUVERING CLEARANCE (§404.2.3)

24" MIN

24" MIN22" MIN X 4

D O

L A

T C

L O

S E

LATCH APPROACH. PULL SIDE LATCH APPROACH, PUSH SIDEHINGE APPROACH. PUSH SIDEHINGE APPROACH. PULL SIDE

18" MIN

FRONT APPROACH. PUSH SIDEFRONT APPROACH. PULL SIDE

MAXIMUM OVERLAP

OF KNEE & TOE

CLEARANCE (HATCH).

WHEELCHAIR TURNING SPACE (§304)

36" MIN

12" MIN12" MIN

60" MIN

Ø 60"

EXISTING BUILDINGS / FACILITIES NEW BUILDINGS / FACILITIES

Ø 67"

T-TURN OPTION 1 T-TURN OPTION 2 T-TURN OPTION 3

68" MIN

36" MIN

16" MIN 16" MIN

8" MIN

64" MIN

11" MIN

42" MIN

11" MIN

64" MIN

12" MIN

40" MIN

12" MIN

A X

@ T-TURN, OVERLAP CAN

ONLY BE AT THE BASE OR A

SINGLE ARM, TYP.

B A

E ARM

36" MIN

40" MIN 28" MIN

36" MIN

8" MIN

38" MIN

Y P

24" MAX

PASSING SPACE

OPTION 1 - 60" X 60"

SLOPE

WALKING SURFACE

MAX SLOPE 1:20

MAX CROSS SLOPE 1:48

48" MIN (E)

52" MIN 24" MAX

CLEAR WIDTH OF AN ACCESSIBLE ROUTE (§403.5)

36" MIN

PASSING SPACE

OPTION 2 -

INTERSECTION W/

T-SHAPED TURNING

SPACE, PROVIDED

THE BASE AND ARMS

EXTEND 52" MIN PAST

THE INTERSECTION.

T-TURN OPTIONS 1, 2

OR 3 CAN BE USED,

SO LONG AS MINIMUM

DIMENSIONS OF

T-TURN ARE MET.

48" MIN (E)

52" MIN

CLEAR WIDTH AT 180° TURN

Y=60" MIN WHEN X=36" MIN & Z<52" MIN

Y=48" MIN WHEN X=42" MIN & Z<52" MIN

Y=43" MIN WHEN X=43" MIN & Z<52" MIN

CLEAR WIDTH AT 180° TURN (EXISTING)

Y=60" MIN WHEN X=36" MIN & Z<48"

Y=48" MIN WHEN X=42" MIN & Z<48"

CLEAR WIDTH AT 90-DEGREE TURN

OPTION 1 OPTION 2 OPTION 3 OPTION 4

36" MIN

EXISTING BUILDINGS / FACILITIES

NOTE:

• CHANGES IN LEVEL ARE

NOT PERMITTED WITHIN

THE CLEAR FLOOR

SPACE.

• SLOPES NO STEEPER

THAN 1:48 SHALL BE

PERMITTED WITHIN THE

CLEAR FLOOR SPACE.

• CLEAR FLOOR SPACE

SHALL BE PERMITTED

TO INCLUDE KNEE AND

TOE CLEARANCE.

CLEAR FLOOR SPACE

CLEAR FLOOR SPACE (§305)

CLEAR FLOOR SPACE

48" MIN

52" MIN

EXISTING BUILDINGS / FACILITIES

NEW BUILDINGS / FACILITIES

PROTRUDING

CEILING OBJECT

PROTRUDING

WALL OBJECT

NOTE: SEE 404.2.2 FOR RESTRICTIONS ON PROTRUDING OBJECTS INTO CLEAR OPENING WIDTHS

4" MAX

CIRCULATION

PATH

CLEAR

WIDTH

PROTRUDING

OBJECT IN

DETECTABLE

RANGE

CIRCULATION

PATH

CLEAR

WIDTH

A X

> 4"

OR PROVIDE

CANE DETECTION

V E

R T

L C

L E

A R

A N

C E

A X

WALL & CEILING MOUNTED OBJECTS FLOOR MOUNTED OBJECTS REDUCED VERTICAL CLEARANCE

GUARDRAILS OR OTHER BARRIER TO

BE PROVIDED WHEN VERTICAL

CLEARANCE IS LESS THAN 80" AT A

HEIGHT OF 27" MAX

OUTLINE OF BENCH BELOW ATRIUM STAIR

THAT PROVIDES REQUIRED BARRIER

PROTRUDING OBJECTS (§307)

RBA #:

SET ISSUE

P.I.C:

PM / PA:

DATE

STAMP

REV. DATE

REVISIONS TO THIS SHEET

Owner

Project Name

Project Address

PROJECT TRACKING

City of Springfield

DESIGN DEVELOPMENT 2025-08-18

NOT FOR CONSTRUCTION

DESCRIPTION

KEY PLAN

75%CD / COSTING SET 2026-03-26

G-002

CODE SUMMARY

225 5th St, Springfield, OR 97477

SPRINGFIELD QUAD

REMODEL

BRITNI JESSUP

KARA STRICKLAND

1/4" = 1'-0"G-002

3 DOOR CLEAR WIDTH

1/4" = 1'-0"G-002

1 DOOR MANEUVERING CLEARANCE - STANDARD SWING DOORS

1/4" = 1'-0"G-002

4 TURNING SPACE - CIRCULAR & T-SHAPED

1/4" = 1'-0"G-002

6 ACCESSIBLE ROUTE

1/4" = 1'-0"G-002

2 CLEAR FLOOR SPACE

1/4" = 1'-0"G-002

5 PROTRUDING OBJECTS IN CIRCULATION PATH

F.F.

ACCESSIBLE MOUNTING HEIGHTS

SEAT

COVER

DISPENSER

SANITARY

NAPKIN

RECEPTACLE

HAND DRYER

W/ WALL MOUNT

WASTE RECEPTACLE

SHELF COAT

HOOK

LAVATORY

R E

A C

H R

A N

G E

F A

U C

E T

M O

U N

T H

H T

R E

A C

H R

A N

G E

SOAP

DISPENSER

A X

TOILET

PAPER

DISPENSER

INSULATE

PIPES PER

SPECS

BABY

CHANGING

STATION

A X

T O

C H

A N

G S

U R

F A

C E

WALL MOUNT

FLUSH

CONTROL

GRAB BARS

Y P

WASTE

RECEPTACLE

ELECTRIC

HAND DRYER

ELECTRICAL

SWITCH

ELECTRICAL

OUTLET

FIRE

ALARM

PULL

FIRE

EXTINGUISHER

(15" MIN TO HANDLE)

THERMOSTAT

A X

T O

H A

N D

L E

A X

T.O. BAR

T O

A X

OPERABLE

WINDOW

OPERATOR

LOCK

MIRROR

OVER

LAV/COUNTER

A X

P R

E F

E R

R E

MIRROR

NOT OVER

LAV/COUNTER

A X

P R

E F

E R

R E

TOWEL

BAR

HAND TOWEL

LOOP

WINDOW TO COMPLY WITH REACH RANGE WHEN

REQUIRED TO PROVIDE NATURAL VENTILATION OR AN

EMERGENCY ESCAPE AND RESCUE OPENING. WHEN

PROVIDED IN AN ACCESSIBLE ROOM, AT LEAST ONE

OPERABLE WINDOW SHALL ALSO COMPLY (§506.1).

44" MAX @ COUNTER

IN PUBLIC SPACES &

TYPE A UNITS.

46" MAX @ COUNTER

IN TYPE B UNITS.

ACCESSIBLE DRINKING FOUNTAIN (§602)

KNEE & TOE CLEARANCE

CLEARANCE FOR FORWARD APPROACH

*SPOUT HEIGHT FOR STANDING

PERSONS TO BE 38" MIN & 43" MAX

36" MIN IF X>24"

30" MIN

M A

PROTRUDING

OBJECT (§307)

6" MAX

8" MIN

DEPTH

17" MIN

IN9

" 2

T O

S P

O U

A X

EQUIPMENT PERMITTED

IN SHADED REGION

5" MAX TO SPOUT 15" MIN TO SPOUT

11" MIN

60" MIN

35" - 37"

17"-19"

AMBULATORY ACCESSIBLE COMPARTMENT

60" MIN

X=56" MIN @ WALL-HUNG WC

X=59" MIN @ FLOOR-MOUNTED WC

X=84" MIN @ FRONT PARTITION IN-SWING

4" MAX

56" MINOR

FRONT PARTITION

CLEAR

32" MIN

WATER CLOSET CLEARANCE

60" MIN

M A

X X

SIDE PARTITION

O R

NOTE: WATER CLOSET CLEARANCE SHALL BE PERMITTED TO OVERLAP THE WATER

CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN

RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT

OTHER FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS

SHALL BE PERMITTED WITHIN THE WATER CLOSET CLEARANCE. (§604.3.3)

PARTITION DOORS TO BE SELF-CLOSING, TYP.

ADULT WATER CLOSETS & TOILET COMPARTMENTS (§604)

T=TOE CLEARANCE (§604.9.5)

MINIMUM OF 8" DEEP, MEASURED FROM INSIDE FACE OF PARTITON, BY 12" TALL,

MEASURED FROM FLOOR, EXCLUSIVE OF PARTITION SUPPORT MEMBERS.

EXCEPTION ALLOWED AT FRONT PARTITION IF COMPARTMENT GREATER THAN

64" IN DEPTH @ WALL-HUNG, OR 67" IN DEPTH @ FLOOR-MOUNTED WC.

SIDE PARTITION EXCEPTION IF COMPARTMENT GREATER THAN OR 68" IN WIDTH.

REQUIRED AREA OF BLOCKING AT FRAMED WALL.

COORDINATE BLOCKING WITH GRAB BAR LOCATIONS.

WATER CLOSET TOILET & GRAB BAR LOCATIONS (§604)

GB-2

GB-1 IS 36" BACK GRAB BAR

GB-2 IS 42" SIDE GRAB BAR

GB-3 IS 18" VERTICAL GRAB BAR

54" MIN.

A X

39" MIN - 41" MAX

MAX

12"

A X

IN42" MIN

INGB-3

GB-1

18" MAX

16" MIN

12" MIN

24" MIN

A X

FLUSH CONTROLS

LOCATED ON OPEN SIDE

OF WATER CLOSET

PROTRUDING DISPENSER RECESSED DISPENSER

TOILET PAPER DISPENSERS (§604.7)

24" MIN

42" MAX

36" MAX

42" MAX

IN 4

A X

24" MIN

36" MAX

A X

DISPENSER EXCEPTION

7" - 9"

PROTRUDING

DISPENSER THAT

ACCOMODATES

MAX 2 ROLLS OF

Ø 5" MAX EACH

URINAL HEIGHT & DEPTH (§605.2)

M A

13 1/2" MIN 13 1/2" MIN

WALL HUNG TYPE FLOOR TYPE

KNEE & TOE CLEARANCE CLEAR FLOOR SPACE @ LAVATORY / SINK

O F

A X

IN9

" 2

A X

8" MIN

11" MIN 6" MAX

25" MAX

17" MIN

ACCESSIBLE LAVATORIES AND SINKS (§606)

CLEAR FLOOR SPACE

PER §305

A PARALLEL APPROACH

C.F.S., IS PERMITTED @ WET

BARS & KITCHENS WITHOUT A

COOKTOP OR CONVENTIONAL

RANGE

COUNTERTOP KNEE & TOE

CLEARANCE

UNDER COUNTER

NOTES:

1. EQUIPMENT PERMITTED IN SHADED REGION.

2. WATER SUPPLY AND DRAIN PIPES UNDER SINKS SHALL

BE INSULATED OR OTHERWISE CONFIGURED TO

PROTECT AGAINST CONTACT. THERE SHALL BE NO

SHARP OR ABRASIVE SURFACES UNDER SINKS.

30" MIN

36"

48" MIN (E)

52" MIN

BACK WALL

CONTROL

WALL

SEAT

WALL

TRANSFER SHOWER SIZE AND

CLEARANCE (§608.2.1)

18"

BACK WALL CONTROL WALL

CONTROLS & HAND

SHOWER AREA

(C O

N T

R O

L S

(C O

N T

R O

L S

A X

(CONTROLS)

15" MAX

A X

FOLDING L-SHAPED

SEAT.

SIZE & LOCATION

PER (§610.3.2)

SEAT

HATCHED AREA DENOTES IN-WALL REINFORCEMENT LOCATIONS FOR GRAB BARS AND SHOWER SEATS.

4" MAX

GRAB BARS (§608.3.1) , CONTROLS & HAND SHOWER LOCATIONS (§608.4.1)

HAND SHOWER W/ HOSE 59" MIN IN

LENGTH & FIXED SHOWER HEAD ABILITY

60" MIN

END

WALL

BACK WALL

END

WALL

STANDARD ROLL-IN-TYPE SHOWER

SIZE AND CLEARANCE (§608.2.2)

BACK WALL END WALL

GRAB BAR

SHALL NOT BE

PROVIDED

ABOVE SEAT

END WALL

6" MAX6" MAX

A B

O V

E G

R A

B B

A R

CONTROLS &

HAND SHOWER

AREA

A X

16" MIN

27" MAX

FOLDING SEAT.

SIZE & LOCATION

PER (§610.3.1)

SEAT

GRAB BARS (§608.3.2) , CONTROLS & HAND SHOWER LOCATIONS (§608.4.2)

HATCHED AREA DENOTES IN-WALL REINFORCEMENT LOCATIONS FOR GRAB BARS AND SHOWER SEATS.

HAND SHOWER W/ HOSE

59" MIN IN LENGTH & FIXED

SHOWER HEAD ABILITY

A X

LAVATORY COMPLYING

W/ §606 PERMITTED

4" MAX

ALTERNATE ROLL-IN-TYPE

SHOWER SIZE (§608.2.3)

24" - 36" 36" MIN

END

WALL

SEAT

WALL

BACK WALL

6" MAX

END WALL

FOLDING SEAT.

SIZE & LOCATION

PER (§610.3.1)

GRAB BAR SHALL

NOT BE PROVIDED

ABOVE SEAT

6" MAX

A X

15" MAX15" MAX

CL OF SEAT

ON SEAT WALL

CONTROLS AREA

(OPTION 1)

27" MAX

A X

CONTROLS AREA

(OPTION 2)

SEAT

HATCHED AREA DENOTES IN-WALL REINFORCEMENT LOCATIONS FOR GRAB BARS AND SHOWER SEATS.

60" MIN

HAND SHOWER W/ HOSE

59" MIN IN LENGTH & FIXED

SHOWER HEAD ABILITY

SIDE

WALL

BACK WALL

GRAB BARS (§608.3.3) , CONTROLS & HAND SHOWER LOCATIONS (§608.4.3)

MIN

16"

22" - 23"

M A

A X

2 1/2" MAX

15" - 16"

L-SHAPED SHOWER

SEAT (§610.3.2)

RECTANGULAR SHOWER

SEAT (§610.3.1)

2 1/2" MAX

15" - 16"

M A

OPEN

SIDE

OPEN SIDE /

ALTERNATE ROLL-IN SHOWER

SEAT WALL END

2" MAX2" MAX

A X

O R

1 1/2" CLEAR

4" TO 4.8"

PERIMETER

CIRCULAR

W/ SPACING

NON-CIRCULAR

B E

L O

W A

B O

V E

** RECESSED DISPENSERS PROJECTING

FROM THE WALL 1/4" MAX SHALL BE

PERMITTED WITHIN THE SPACE 12" ABOVE

& 1 1/2" BELOW.

* Y=1 1/2" MIN FOR SHOWER CONTROLS,

FITTINGS, & OTHER GRAB BARS ABOVE

GRAB BARS SIZE & SPACING (§609)

1 PER COUNTER

ADA PORTION

36" MIN WIDTH

A D

A X

SERVICE COUNTER

DINING & WORK SURFACES* (§902) SALES & SERVICE COUNTERS (§904)

30" MIN CLEAR

ACCESSIBLE COUNTER

TO EXTEND SAME DEPTH

AS SERVICE COUNTER

FOR A PARALLEL APPROACH, A PORTION OF COUNTER SURFACE,

36" MIN IN LENGTH & 36" MAX IN HEIGHT, SHALL BE PROVIDED.

FOR A FORWARD APPROACH, A PORTION OF COUNTER

SURFACE, 30" MIN IN LENGTH & 36" MAX IN HEIGHT, SHALL BE

PROVIDED. PROVIDE KNEE & TOE CLEARANCE PER (§306)

CLEAR

30" MIN

A X

DINING / WORK SURFACE

CLEAR FLOOR SPACE

CENTERED ON WORK

SURFACE

PROVIDE KNEE & TOE

CLEARANCE PER (§306)

*NOTE, EMPLOYEE WORK AREAS

ARE EXEMPT PER OSSC §1103.2.3

REF

COUNTERTOP

AN ADJACENT CLEAR FLOOR SPACE SHALL

BE PROVIDED; THE DISHWASHER DOOR IN

THE OPEN POSITION SHALL NOT

OBSTRUCT THE CLEAR FLOOR SPACE FOR

THE DISHWASHER OR AN ADJACENT SINK

DISHWASHER (§804.5.3)REFRIGERATOR (§804.5.6)

COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE

AT LEAST 50 PERCENT OF THE FREEZER COMPARTMENT

SHELVES, INCLUDING THE BOTTOM OF THE FREEZER 54" MAX

ABOVE THE FLOOR WHEN THE SHELVES ARE INSTALLED AT

THE MAXIMUM HEIGHTS POSSIBLE IN THE COMPARTMENT.

OFFSET 24" MAX ALLOWED

CL, REF

CL, CLEAR FLOOR SPACE

CLEAR FLOOR SPACE,

PARALLEL APROACH

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH

FORWARD & SIDE REACH RANGES (§308)

FOR 0" < X ≤ 20"

THEN Y ≤ 48"

FOR 20" < X ≤ 25"

THEN Y ≤ 44"

A X

10" MAX

FOR 0" < X ≤ 10"

THEN Y ≤ 48"

FOR 10" < X ≤ 24"

THEN Y ≤ 46"

A X

VERTICAL LEVEL CHANGE COMBO LEVEL CHANGE

A X

BEVELED LEVEL CHANGE

CARPET ON FLOOR SURFACE

A X

CUSHION, PAD

OR BACKING

CARPET PILE

OPENINGS IN FLOOR SURFACE

1/2" MAX

E N

L O

N G

PERPENDICULAR

TO DIRECTION

OF TRAVEL

FLOOR SURFACE (§302) & LEVEL CHANGES ON ACCESSIBLE ROUTE (§303)

RBA #:

SET ISSUE

P.I.C:

PM / PA:

DATE

STAMP

REV. DATE

REVISIONS TO THIS SHEET

Owner

Project Name

Project Address

PROJECT TRACKING

Owner

PERMIT 2017.02.28

PRICING 2016.12.19

PRICING 2017.04.07

NOT FOR CONSTRUCTION

DESCRIPTION

G-004

ACCESSIBILITY -

PUBLIC SPACES

225 5th St, Springfield, OR 97477

SPRINGFIELD QUAD

REMODEL

BRITNI JESSUP

KARA STRICKLAND

1/4" = 1'-0"G-004

1 MOUNTING HEIGHTS

1/4" = 1'-0"G-004

2 CLEARANCE AT DRINKING FOUNTAIN

1/4" = 1'-0"G-004

10 TOILET CLEARANCES

1/4" = 1'-0"G-004

11 TOILET GRAB BARS

1/4" = 1'-0"G-004

9 TOILET PAPER DISPENSER LOCATIONS

1/4" = 1'-0"G-004

12 URINAL SECTIONS

1/4" = 1'-0"G-004

8 CLEARANCE AT LAVATORY

1/4" = 1'-0"G-004

3 TRANSFER SHOWER

1/4" = 1'-0"G-004

4 STANDARD ROLL-IN SHOWER

1/4" = 1'-0"G-004

5 ALTERNATE ROLL-IN SHOWER

1/4" = 1'-0"G-004

6 SHOWER SEAT SIZE

1" = 1'-0"G-004

7 SHOWER GRAB BARS

1/4" = 1'-0"G-004

13 COUNTERS AND WORK SURFACES - PUBLIC SPACES

1/4" = 1'-0"G-004

14 KITCHEN APPLIANCES

1/4" = 1'-0"G-004

15 REACH RANGE

6" = 1'-0"G-004

16 LEVEL CHANGES - FLOOR SURFACE

WALL TAG IS PLACED IN PLAN ON

SIDE OF WALL WITH GWB LAYER

STEEL STUD @ 24" O.C. MAX

GWB

FURRING WALL

INSULATION, WHERE NOTED BELOW

S1A

ADD SOUND ATTENUATION BLANKET TO S1, THICKNESS

NOT TO EXCEED STUD DEPTH.

INTERIOR WALL ASSEMBLIES - STEEL

3 1/8" @ 2 1/2" STUDS

4 5/8" @ 4" STUDS

6 5/8" @ 6" STUDS

STEEL STUD @ 24" O.C. MAX

GWB (2 LAYERS)

SOUND ATTENUATION BLANKET

(@ S2A ONLY)

S2A

SOUND RATING NOTE:

48 STC SOUND WHEN SOUND ATTENUATION BLANKET

ADDED TO ASSEMBLY PER GA FILE NO. WP 1072.

STUDS MUST BE 25GA OR 20G EQ TO ACHIEVE SOUND

RATING.

3 3/4" @ 2 1/2" STUDS

5 1/4" @ 4" STUDS

7 1/4" @ 6" STUDS

FIRE RATING NOTES:

• @ 1HR RATED* LOCATIONS,

• ASSEMBLY SHALL CONFORM TO GA FILE NO. WP 1072.

FIRE RATING LISTED ON ASSEMBLY DRAWINGS IS THE MAXIMUM FIRE RATING ACHIEVABLE FOR THAT ASSEMBLY. SOME WALLS HAVE BEEN CHOSEN FOR THEIR STC RATING AND MAY NOT BE REQUIRED PER CODE TO MEET THE FIRE RATING LISTED ON ASSEMBLIES.

CHECK INTERIOR PARTITION TYPE TAG ON FLOOR PLANS FOR ACTUAL FIRE RATING.

FURRING WALL

VAPOR RETARDER (@S1E ONLY)

FLOOR TRACK, GALV. 25 GA. MIN.

WALL BASE PER FINISH PLAN

WALL ASSEMBLY PER PLAN

HOLD GWB 1/2" ABOVE

CONCRETE, TYP.

INSULATION WHERE OCCURS

WALL ASSEMBLY PER PLAN

SEALANT BETWEEN GWB &

UNDERSIDE OF ROOF SHEATHING

DEFLECTION HEAD TRACK

DO NOT FASTEN GWB TO

DEFLECTION TRACK.

SHIM AS NECESSARY

(E) ROOF DECK

WALL ASSEMBLY PER PLAN

INSULATION - WHERE

OCCURS

45.00°

BRACE WITH METAL STUDS AT

8'-0" MAX O.C. WHERE POSSIBLE,

ALTERNATE DIRECTION OF

BRACES ALONG LENGTH OF WALL

3"x3"x3" ANGLE (20 GA MIN)

FASTENED TO

DEFLECTION HEAD

M A

A X

T O

T A

L S

P A

WALL ASSEMBLY PER PLAN

CEILING PER PLAN

STUD SPACING PER WALL ASSEMBLY

MIN (3) #10 S.M.S. @ EACH END, TYP.

MIN 2X6 WOOD BACKING. FASTEN TO

STUD AT EACH END

KERF BACKING AT STUD LIP SO THAT

BACKING SITS TIGHT TO STUD FLANGE

BACKING NOTES:

1. PROVIDE BACKING AT ALL WALL NOUNTED ITEMS. VERIFY WEIGHTS,

DIMENSIONS, AND BACKING REQUIREMENTS FOR ITEMS TO BE

SUPPORTED.

2. THIS DIAGRAM SHOWS DESIGN INTENT ONLY. CONTRACTOR SHALL

DESIGN AND PROVIDE BACKING AS REQUIRED TO SUPPORT WALL

MOUNTED ITEMS. NON-STRUCTURAL INTERIOR FRAMING SHALL BE

3. EXTEND BACKING THE FULL LENGTH OF WALL @ CABINETS OR

SHELVING.

4. AT RESTROOMS, EXTEND BACKING MIN. 1'-0" ABOVE, BELOW & TO EACH

SIDE OF TOILET ACCESSORIES.

P A

R T

R A

T E

PARTITION

RATED

PARTITION

ACOUSTIC

PARTITION

NON-RATED

JOINT

TAPE,

TYP.

HOLD FRAMING

BACK FROM

RATED

PARTITION TO

ALLOW FOR

CONTINUATION

OF GWB

LAYER(S)

1/4" GAP @ GWB

TERMINATION.

FILL GAP W/

SEALANT.

TAPE JOINT.

LAP GWB LAYERS

@ CORNER

INTERRUPT INTERIOR

GWB LAYER FOR

PARTITION STUD

WHEN INTERSECTING

PARTITIONS ARE OF

EQUAL RATING

LAP GWB LAYERS @ CORNER

DRYWALL CORNER BEAD, TYP. @ OUTSIDE CORNER

S E

A L

A N

T J

SEALANT

EXISTING FLOOR SLAB

FLOOR TRACK

WALL BASE PER FINISH PLAN

WALL ASSEMBLY PER PLAN

EXISTING ROOF

DEFLECTION HEAD TRACK, 25 GA. MIN.

SEALANT

S E

A L

A N

T J

DO NOT SECURE GYPSUM SHEATHING TO

DEFLECTION TRACK. FASTENERS PER

LISTED ASSEMBLYWALL ASSEMBLY PER PLAN

B.O (E) ROOF DECK

CEILING LINE

FLOOR

B.O. STRUCTURE

- ^ + 0 1 2 3

FIRE RATING / PARTITION HEIGHT DESIGNATION

- : PARTIAL HEIGHT PARTITION. SEE PLAN AND ELEVATIONS FOR SPECIFIED

HEIGHT

^ : NON RATED TO B.O. CEILING

+ : NON RATED. EXTEND STUDS TO B.O. STRUCTURE ABOVE.

EXTEND GYP BOARD 6" ABOVE TOP OF CEILING U.N.O.

0 : NON RATED. EXTEND STUDS TO B.O. STRUCTURE ABOVE.

EXTEND GYP. BOARD BOTH SIDES TO B.O. STRUCTURE ABOVE U.N.O.

1 : (1) HOUR FIRE RATED ASSEMBLY

2 : (2) HOUR FIRE RATED ASSEMBLY

3 : (3) HOUR FIRE RATED ASSEMBLY

KEY

STEEL FRAMING SIZE DESIGNATION

0 = 7/8" HC

1 = 1 1/2" HC

2 = 2 1/2" 3 = 3 5/8" 4 = 4" 6 = 6"

ID. STUD SIZE

WALL TYPE

EXTERIOR WALL TYPE TAG

GENERAL NOTES - WALL TYPES

1. NOT ALL WALL CONFIGURATIONS ILLUSTRATED ON ASSEMBLIES SHEET ARE PRESENT IN THIS PROJECT.

COORDINATE WALL TAGS IN DRAWINGS WITH CONFIGURATIONS SHOWN HERE.

2. WALL ASSEMBLIES WHERE NOTED AS FIRE RATED SHALL CONFORM TO CONFIGURATIONS AS NOTED IN

GA FILE, UL FILE, ESR, OR OTHER TESTED ASSEMBLY INFORMATION.

3. FIRE RATING LISTED ON ASSEMBLY DRAWINGS IS THE MAXIMUM FIRE RATING ACHIEVABLE FOR THAT ASSEMBLY. SOME WALLS HAVE BEEN CHOSEN FOR THEIR STC RATING AND MAY NOT BE REQUIRED PER CODE TO MEET THE FIRE RATING LISTED ON ASSEMBLIES. CHECK INTERIOR PARTITION TYPE TAG ON FLOOR

PLANS FOR ACTUAL FIRE RATING.

4. ALL GYPSUM WALL BOARD (GWB) TO BE 5/8" TYPE X U.N.O.

5. "A" NOTE IN PARTITION AND EXTERIOR WALL TYPE DESIGNATION REFERS TO "ACOUSTIC".

- AT INTERIOR "A" TYPE WALLS, PROVIDE SOUND ATTENUATION BLANKET.

- AT "A" TYPE METAL STUD WALLS, STUDS TO BE 25GA OR 20G EQ (SCAFCO SUPREME D20 OR CLARK

DIETRICH PRO)

6. SOUND ATTENUATION BLANKET TO BE THE FULL DEPTH OF STUD CAVITY U.N.O.

7. RESILIENT CHANNELS TO BE CLARK DIETRICH RC DELUXE (RCSD) OR CEMCO RC1-XD ONLY.

8. STOREFRONT SYSTEMS ARE CALLED OUT SEPARATELY FROM WALL TYPES AND ARE SCHEDULED

ELSEWHERE IN THE DOCUMENT SET.

9. AT LOCATIONS NOTED TO HAVE WALL TILE FINISH, SUBSTITUTE CEMENTITIOUS BACKER BOARD FOR GWB

AS TILE SUBSTRATE PER SPECIFICATIONS.

10. SEE FINISH SCHEDULE FOR WALL AND CEILING FINISHES. SEE INTERIOR ELEVATIONS AND FINISH

SCHEDULE FOR TILE EXTENTS.

11. "PRIMARY" LAYER IS THE LAYER AT THE FACE OF STUD.

FLOOR, ROOF, & CEILING TYPE TAG

ASSEMBLY TYPE

PARTITION TYPE

FIRE RATING / PARTITION

HEIGHT DESIGNATION

STUD FRAMING / CMU SIZE

DESIGNATION

INTERIOR PARTITION TYPE TAG

11 = (2) 1 5/8".

22 = (2) 2 1/2" 33 = (2) 3 5/8" 44 = (2) 4" 66 = (2) 6"

LOCATION OF TAG INDICATES SIDE OF

WALL TO RECEIVE ADDITIONAL LAYERS OF

GYP WHEN INDICATED BY THE PARTITION

TYPE

(EXCEPTION: SHAFT WALLS SH1 & SH2

TAGGED @ SHAFTLINER SIDE OF WALL)

WOOD FRAMING SIZE DESIGNATION

1 = 1X (3/4" FURRING)

2 = 2X2 (1 1/2")

3 = 2X3 (2 1/2") 4 = 2X4 (3 1/2") 6 = 2X6 (5 1/2")

ID. STUD SIZE

8 = 2X8 (7 1/4")

10 = 2X10 (9 1/4")

44 = (2) 2X4 64 = 2X6 & 2X4 66 = (2) 2X6

COLOR FILL @ 1HR

RATED WALLS

SUBSTITUTE 3X MATERIAL FOR 2X MATERIAL AS NOTED IN

STRUCTURAL DESIGN.

63 = (1) 6" & (1) 3 5/8"

NOTE: @ STAGGERED

STUDS, SIZE DENOTES

PLATE SIZE. SEE

ASSEMBLIES FOR STUD SIZE

COLOR FILL @ 2HR RATED

WALLS

ACOUSTIC PARTITIONS

PARTITION WALL TYPES THAT END WITH AN "A" DESIGNATION, ARE ACOUSTIC WALLS.

THESE ARE NOTED VISUALLY IN PLAN WITH A HONEYCOMB HATCH.

IF RATED, THE WALL SHOWS BOTH ACOUSTIC AND FIRE RATING HATCH.

XXA

XX 1

XXA

XX 2

XXA

XX 3

XXA

COLOR FILL @ 3HR RATED

WALLS

XXX

1 XX

C1-A

EW1

WALL ASSEMBLY PER PLAN

DEFLECTION HEAD TRACK

DO NOT FASTEN GWB TO

DEFLECTION TRACK. (E) TRUSS

CONTINUE WALL UP TO B.O.

ROOF DECK BETWEEN

TRUSSES - SEE DETAIL

/3 A-001

SEALANT - CONTINUE AT GWB

EDGE AROUND TRUSS, BEYOND

RBA #:

SET ISSUE

P.I.C:

PM / PA:

DATE

STAMP

REV. DATE

REVISIONS TO THIS SHEET

Owner

Project Name

Project Address

PROJECT TRACKING

City of Springfield

DESIGN DEVELOPMENT 2025-08-18

NOT FOR CONSTRUCTION

DESCRIPTION

KEY PLAN

75%CD / COSTING SET 2026-03-26

A-001

ASSEMBLIES

225 5th St, Springfield, OR 97477

SPRINGFIELD QUAD

REMODEL

BRITNI JESSUP

KARA STRICKLAND

3" = 1'-0"A-001

1 NON-RATED PARTITION TO FLOOR CONNECTION, TYP.

1 1/2" = 1'-0"A-001

3 T.O. WALL PARALLEL TO TRUSS

1 1/2" = 1'-0"A-001

2 TOP OF WALL NON-RATED BRACED PARTITION, TYP.

1 1/2" = 1'-0"A-001

10 TYP. PARTITION WALL BACKING

1 1/2" = 1'-0"A-001

9 TYP MTL STUD PARTITION INTERSECTIONS

3" = 1'-0"A-001

5 ACOUSTIC BASE-OF-WALL

3" = 1'-0"A-001

6 ACOUSTIC HEAD-OF-WALL

1 1/2" = 1'-0"A-001

4 T.O. WALL PERPENDICULAR TO TRUSS

4A 5 61 2 3 7 8 10 129 114

13 14 15 16 1817

REMOVE ALL (E) PLUMBING

FIXTURES AND CAP (E) PIPES.

REMOVE (E) PLUMBING

FIXTURE AND CAP

EXISTING PIPES.

DEMO OPENING IN (E) WALL

FOR NEW WINDOW OPENINGS -

SEE ELEVATIONS.

DEMO OPENING IN (E) WALL

FOR NEW WINDOW - SEE

ELEVATIONS.

REMOVE ALL (E) PLUMBING

FIXTURES AND CAP (E)

PIPES, THESE ROOMS.

CUT NEW DOOR OPENING

DEMO ALL (E) FLOORING

FINISHES IN SOUTHEAST QUAD -

REFER TO FINISH PLANS.

DEMO (E) LIBRARY CARPET

FLOORING WHERE NOT