Exhibit C--Beatty Health Center--Bid Set Drawings--2026-09-05.pdf

COPYRIGHT 2026

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT TEAM

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COVER SHEET

09-04-2026

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KLAMATH TRIBAL HEALTH & FAMILY WELLINESS CENTER

PERMIT SET

09-04-2026

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GENERAL

G001 COVER SHEET

G002 CODE SUMMARY

G003 GENERAL NOTES LEGENDS ABBREVIATIONS

G004 OCCUPANCY FLOOR PLAN

G006 ADA REQUIREMENTS

G007 ADA REQUIREMENTS

CIVIL

C001 GENERAL CIVIL NOTES AND LEGEND

C010 EXISTING CONDITIONS

C101 PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN

C201 PRELIMINARY CIVIL SITE AND UTILITY PLAN

C301 PRELIMINARY GRADING DRAINAGE AND STORMWATER PLAN

C401 DETAILS

C402 DETAILS

ARCHITECTURE

AS101 ARCHITECTURAL SITE PLAN

A010 ASSEMBLY TYPES

A101 LEVEL 1 - DIMENSION PLAN

A110 LEVEL 1 FLOOR PLAN

A130 REFLECTED CEILING PLAN

A140 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A310 WALL SECTIONS

A311 WALL SECTIONS

A410 ENLARGED PLANS / INTERIOR ELEVATIONS

A420 ENLARGED PLANS / INTERIOR ELEVATIONS

A430 ENLARGED PLANS - RESTROOMS

A510 TYP. CEILING DETAILS

A520 TYP. FLOOR / WALL DETAILS

A530 TYP. ROOF DETAILS

A540 WALL DETAILS

A550 ROOF DETAILS

A560 DOOR & WINDOW DETAILS

A601 DOOR AND WINDOW SCHEDULE & LEGEND

INTERIOR DESIGN

ID102 LEVEL 1 - FINISH PLAN & SCHEDULE

STRUCTURAL

S000 COVER SHEET

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S003 SPECIAL INSPECTION

S101 FOUNDATION PLAN

S140 ROOF FRAMING PLAN

S500 FOUNDATION DETAILS

S501 FOUNDATION DETAILS

S600 WOOD FRAMING DETAILS

S601 WOOD FRAMING DETAILS

S700 ROOF FRAMING DETAILS

PLUMBING

P001 SCHEDULES & NOTES

P100 FIRST FLOOR PLAN - SANITARY

P200 FIRST FLOOR PLAN - DOMESTIC

MECHANICAL

M001 SCHEDULES & NOTES

M100 FIRST FLOOR PLAN

M101 ROOF PLAN

ELECTRICAL

E001 ELECTRICAL LEGEND AND SCHEDULES

E002 ELECTRICAL SITE PLAN

E003 ELECTRICAL SITE DETAILS

E101 LEVEL 1 LIGHTING PLAN

E201 LEVEL 1 POWER PLAN

E202 ROOF POWER PLAN

E301 LEVEL 1 SYSTEMS PLAN

E401 ELECTRICAL RISER DIAGRAM

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

DRAWING INDEX

Contact:

Phone:

Email:

Architect Steele Associates Architects, LLC

Chris Thome

(541) 382-9867 cthome@steele-arch.com

2738 NW Potts Court, Suite 110 Bend, OR 97703

Contact:

Phone:

Email:

Client Klamath Tribal Health

Amanda Hawthorne-Radsal

(541) 882-1487 amanda.hawthorne-radsal@klamathtribalhealth.org

3949 South Sixth Street Klamath Falls, OR 97603

Contact:

Phone:

Email:

Civil Engineer

AKS

Jon Page

(541) 317-8429 pagej@aks-eng.com

2777 NW LOLO DR, STE 150

BEND, OR 97703

VICINITY MAP

Contact:

Phone:

Email:

Structural Engineer Froelich Engineers

Michael Peterson

(541) 383-1828 mpeterson@froelich-engineers.com

745 NW Mt. Washington Drive, Suite 204

BEND, OR 97703

Contact:

Phone:

Email:

Mechanical Engineer CEA Consulting Engineers

Ethan Mansfield

(541) 318-0404 ethanm@cea-engineering.com

1345 NW WALL, SUTE 101

BEND, OR 97701

Contact:

Phone:

Email:

Electrical Engineer CEA Consulting Engineers

Kennedy Davidson

(541) 318-0404 kennedy@cea-engineering.com

1345 NW WALL, SUTE 101

BEND, OR 97701

PROJECT LOCATION PROJECT DESCRIPTION

PROJECT SQUARE FEET: 4,064 SF

PROJECT TYPE: TYPE V-B, 1 STORY, WOOD CONSTRUCTION

DEFERRED SUBMITTALS: PRE - MAUFACTURED TRUSSES

REV. DATE DESCRIPTION

USE

OCCUPANCY

MLOAD M RATIO

WATER CLOSETS LAVATORIES FOUNTAIN

F RATIO F

SUBTOTAL

PROVIDED

MRATIO F

1.31 .83.83

REQUIRED

RATIO

STORAGE/

MECH/EQUIP 6 3 3 1/100 0.03

1 ADA

drinking foundation

-1/100 -0.3

1.5 1.5 1.51.5

1/100

A. THREE GENDER NEUTRAL RESTROOMS PROVIDED. DIVIDED EQUALLY, HTERE ARE 1.5 WATER CLOSETS FOR

EACH GENDER.

0.03 1/100 0.3

1.31

RATIO TOTAL

SHOWER

1 ADA

shower

BUSINESS 63 32 32

1/25a

1/50

1.28 -

1/40b

1/80 -0.8

1/25a

1/50 1.28

1/40b

1/80

0.8 -

COPYRIGHT 2026

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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CODE SUMMARY

09-04-2026

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Applicable Codes:

2025 Oregon Structural Specialty Code (OSSC) 2025 Oregon Mechanical Specialty Code (OSMC) 2023 Oregon Electrical Specialty Code (OESC) 2023 Oregon Plumbing Specialty Code (OPSC) 2017 ICC A117.1 Accessible and Usable Buildings and Facilities 2025 Oregon Fire Code 2024 Oregon Energy Efficiency Specialty Code (ASHRAE 90.01-2022)

Summary:

Occupancy Group: B (BUSINESS) Construction Type: V-B Risk Category: III Sprinklers: NO Fire Alarm: NO

Project Description:

4,064 sf New single story wood construction type VB - wellness center with medical and dental offices

Chapter 3 Occupancy Classification Section 304 - Business, Group B

SECTION 303.1.2 SMALL ASSEMBLY SPACES.

1. A ROOM OR SPACE WITH OCCUPANT LOAD LESS THAN 50 PERSONS AND ACCESSORY

TO ANOTHER OCCUPANY SHALL BE CLASSIFIED AS GROUP B

2. A ROOM OR SPACE LESS THAN 750SF AND AN ACCESSORY SHOULD BE GLASSIFIED AS A

GROUP B

Chapter 5 General Building Heights & Areas Table 504.3 - Allowable Building Height above grade plane 40 feet

Occupancy Classification B - VB Construction - max 60 feet in height

Table 504.4 - Allowable Number of Stories above grade plane 1 story Occupany Classification B - VB Constuction - max 3 stories

Table 506.2 - Allowable Area Occupancy Classification B - VB Construction - non-Sprinklered 4,064 SF

Chapter 6 Types of Construction -

602.5 - Construction Type V-B: any materials, non-rated assemblies Table 601 - Fire-Resistance Rating Requirements for Building Elements

Structural frame - 0-hr Bearing walls, exterior - 0-hr Bearing walls, interior - 0-hr Non-bearing walls and partitions, interior - 0-hr Floor construction and secondary members - 0-hr Roof construction - 0-hr

Chapter 7 Fire and Smoke Protection Features

705.2 Minimum Distance of Projections

FSD (feet) Minimum Distance from FSD line 0 to less than 2 Projections not permitted 2 to less than 3 24" 3 to less than 5 24" + 8" for every foot of FSD beyond 3' or fraction thereof 5 or greater 40"

The building is greater than 10'-0" from the FSD line. All projections are more than 40" away from the FSD line.

Table 705.5 - Fire-Resistance Rating for Exterior Walls based on FSD B - Occupancy Separation < 5' 2-hr Separation >5' and <10' 1-hr Separation >10' and < 30' 0-hr All walls are >10' and <30' from property boundary, no rating required.

705.8 Openings

West Facade - >30' FSD East Facade - >30' FSD North Facade - >10' FSD South Facade - >10' FSD

718.2 - Fireblocking

718.2.2. - Fireblocking shall be provided in concealed spaces of stud walls, horizontally at intervals not exceeding 10 feet.

1010 - Doors

1010.1.1.1 - Projections into clear width. There shall not be projections into the required clear width lower than 34 inches above the floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the floor or ground shall not exceed 4 inches.

1010.1.3 - The opening force for interior side-swing doors without closers shall not exceed a 5 lb force.

For other side-swing, sliding and folding doors, the door latch shall release when subjected to a 15 lb force. The door shall be set in motion when subjected to a 30 lb force. The door shall swing to a full-open position when subjected to a 15 lb force. Forces shall be applied to the latch side.

1010.1.5 - Level landings are required on both sides of all doors. Such floor or landing shall be at the same elevations on each side of the door. Exterior landings may slope 0.25:12 (1/4” per foot).

1010.1.6 - Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches.

1010.1.7 - Thresholds. Thresholds at door ways shall not exceed… 0.5 inch… Raised thresholds and floor level changes greater than 0.25 inch at doorways shall be beveled with a slope not greater than one unit vertical in 2 units horizontal.

1008 - Means of Egress Illumination

1008.2.1 - not less than 1-foot-candle at floor at all times the building is occupied.

1008.3.2 - In the event of power supply failure in building that require two or more means of egress, an emergency electrical system shall automatically illuminate: Exit Passageways, Vestibule and areas on the level of discharged used for exit dicharge

1013 - Exit Signs

1013.1 - Where required. …Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants.

1013.3 - Illumination. Exit signs shall be internally or externally illuminated. Tactile signs need not be illuminated.

1013.4 - Tactile exit signs. …complying with ICC A117.1 shall be provided adjacent to each door to … the exit discharge.

1013.5 - Internally illuminated exit signs. …Installed in accordance with the manufacturer's instructions and Section 2702. Exit signs shall be illuminated at all times.

1016 - Exit Access

1016.2 - Exit through intervening spaces:

Egress from a room or space shall not be through adjoining or intervening rooms or areas, except where such adjoining rooms or areas are accessory to the area served; are not a high-hazard occupancy and provide a discernable path of egress travel to an exit…An exit access shall not pass through a room that can be locked to prevent egress.

1017 - Exit access travel distance Table 1017.2 Exit travel distance:

B - Occupancy 200 feet (Non - sprinklered)

1020 - Corridors

1020.4 - Dead ends not permitted over 20 feet

TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING

B-OCCUPANCY - GREATER THAN 30 OCCUPANTS SERVED BY THE CORRIDOR - WITHOUT

PRINKLERS - 1HOUR FIRE-RESISTANCE RATING

TOTAL BUILDING OCCUPANCY LOAD IS 69.

WE DO NOT HAVE 30 PEOPLE USING ONE CORRIDOR.

Chapter 8: Interior Finishes Table 803.13 Interior Wall and Ceiling Finish Requirements

Group B occupancy, Non-Sprinklered:

Exit Passageways A Corridors B Rooms and enclosed spaces C

806.6 Interior trim material shall have a minimum Class C flame spread and smoke-developed index when testing in accordance with ASTM E 84 or UL 723. Combustible trim shall not exceed 10 percent of the specific wall or ceiling area in which it is attached.

Chapter 10 Means of Egress 1004 - Occupant Load:

From Table 1004.5 Business – 150 GSF / Occupant B-Acessory Exercise rooms - 50 gross / Occupant (Less than 50 People) Accessory storage/equipment room - 300 gross / Occupant B-Accessssory community room 15 net / Occupant

Occupant Load (See G003 Occupancy Floor Plan for occupant load calculations) TOTAL: 69 Occupants

1005 - Egress Width:

1005.3 - Minimum Width: shall be not less than the total occupant load served by the means of egress multiplied by 0.3 inches per occupant for stairways and by 0.2 inches per occupant for other egress components.

Total Occupants 69 Required exit width per occupant (inches) 0.2 Total Exit Width Required (inches) 14 Total Exit Width Provided (inches) - 3 exits = 174

1005.7.1 - Door encroachment:

Doors when fully open shall not reduce the required means of egress width by more than 7 inches. Doors in any position shall not reduce the required width by more than one-half.

1008 - Means of Egress Illumination

1008.2.1 - not less than 1-foot-candle at floor at all times the building is occupied.

1008.3.2 - In the event of power supply failure in building that require two or more means of egress, an emergency electrical system shall automatically illuminate: Exit Passageways, Vestibule and areas on the level of discharged used for exit dicharge

Chapter 11: Accessibility 1104 - Accessible Route:

1104.1 - Accessible routes within the site shall be provided from public transportation stops, accessible parking, accessible passenger loading zones and public streets or sidewalks to the accessible building entrance…

1106 - Parking:

1106.1 - Where parking is provided, accessible parking spaces shall be provided in compliance with Table 1106.1, except as required by Sections 1106.2 through 1106.4. Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility.

1106.6 - Accessible parking spaces shall be located on the shortest practical accessible route to an accessible building entry.

1109 - Other Features and Facilities:

1109.2.3 Where lavatories are provided, at least 5 percent, but not less than 1 shall be accessible.

1111 Signage:

1111.1 - Signs. International symbol of access shall be provided at the following locations:

Accessible parking spaces Accessible passenger drop-off and loading zones Toilet facilities when not all are accessible Public entries when not all are accessible Where provided, permanent signs that identify rooms and spaces shall comply with 1111.1.

Signs that provide direction to or information about the building or portion of a building shall comply with 1111.2.

Chapter 12: Interior Environment 1210 Toilet and Bathroom Requirements

1210.2.1 - Floors: toilet room floors shall have a smooth, hard, nonabsorbent surface that extends upward onto the wall at least 4 inches

1210.2.2 - Walls: Walls within 2 feet of urinals and water closets shall have a hard, smooth, nonabsorbent surface to a height of 4 feet above the floor, and shall be of a type that is not adversely affected by moisture.

Chapter 13: Energy Conservation Code

Section 5. BUILDING ENVELOPE - This facility will be constructed in Climate Zone 5-B.

5.4.3.4 Vestibules and

5.4.3.4.3 Vestibule Envelope. The exterior surfaces of both conditioned vestibules and unconditioned vestibules shall comply with the continuous air barrier requirements.

Exceptions to 5.4.3.4.3:

1. Doors not intended to be used as a building entrance.

Table 5.5-5 Building Envelope Requirements for Climate Zone 5

REQUIRED PROVIDED

Roof – Insulation above deck R-30 c.i. R-30 c.i.

Walls, Above Grade, Wood Framed R-13+R-7.5 c.i. or R-19 + R-5 c.i. R-21+R-10 Slab on Grade Floors, Unheated R-15 for 24 inches R-15 Opaque Doors Swinging U-0.370 Max. U-.36

Nonswinging U-0.310 Max. U-.13 Fenestration Fixed U-0.36 Max. U-.28

Chapter 15: Roof Assemblies Table 1505.1 - Minimum Roof Covering Classification for Types of Construction

Construction Type - V-B. Minimum roof classification - C.

1507.4.1 Deck Requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports.

1507.4.2 Metal Roof Panels - Deck Slope. Minimum slopes for metal roof panels shall comply with the following:

2. The minimum slope for lapped, nonsoldered seam metal roofs with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-percent slope). Lap sealant shall be applied in accordance with the manufacturer's installation instructions.

3. The minimum slope for standing seam roof systems shall be one-quarter unit vertical in 12 units horizontal (2-percent slope)

Chapter 23: Wood

2304.12.1.2 Wood framing members, including wood sheathing, that rest on exterior foundation walls and are less than 8 inches from exposed earth shall be of naturally durable or preservative-treated wood.

2304.12.1.5 Clearance between wood siding and earth on the exterior of a building shall not be less than 6 inches or less than 2 inches vertical from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather except where siding, sheathing and wall framing are of naturally durable or preservative treated wood.

Chapter 29: Plumbing Table 2902.1 - Minimum Number of Required Plumbing Fixtures

CL

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

AA WINDOW/CURTAIN WALL DESIGNATION. SEE WINDOW SCHEDULE.

A101

A9

A

A9

A

DATUM TAGREVISION CLOUD & TAG

REVISION CLOUD

AROUND AREA OF

CHANGE

DELTA SYMBOL &

REVISION NUMBER

A101

? KEYNOTE.

A101

GRID HEAD

GLAZING DESIGNATION.

GLAZING MODIFIER

202A DOOR DESIGNATION. SEE DOOR SCHEDULE

FM9

WALL, FLOOR, CEILING, ROOF DESIGNATION. SEE APPROPRIATE TYPE

SHEETS.

WALL, FLOOR, BASE, CEILING FINISH TAG. THIS SYMBOL WHEN

ATTACHED TO A WALL SHALL INDICATE THIS FINISH FOR ENTIRE

LENGTH OF WALL FROM ONE INTERSECTION TO THE NEXT AND

NOT BE TERMINATED BY WINDOWS OR DOORS UNO.

Room name

ROOM NAME TAG

Ø

CENTER LINE

NUMBER

DEGREE

AND

AT

WORK POINT OR ELEV. BENCH MARK

DIAMETER OR ROUND

NORTH ARROW

SYMBOLS

DETAIL TAGS

DETAIL NUMBER

PAGE WHERE FOUND

DETAIL CUT LINE

DETAILED AREA

WALL SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

BUILDING SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

DRAWING TITLE

ELEVATION TAGS

PAGE

VIEW

ROOM FINISH TAG

FLOOR FINISH

CORRESPONDING

WALL FINISHES

BASE FINISH

MISCELLANEOUS KEYED NOTE SYMBOLS

ROOM NAME

ROOM NUMBER

ELEVATION DATUM

INDICATES ITEM OR

FLOOR LEVEL BEING

REFERENCED

A101

NAME

ELEVATION

NW

SW

EWWWFF BF

A101

1 View Name 1/8" = 1'-0"

AA

METAL

EARTH

CONCRETE

CONCRETE

MASONRY UNIT

FINISHED WOOD MEMBER

PLYWOOD

BATT INSULATION

GYP. BOARD

CONTINUOUS WOOD

MEMBER

WOOD BLOCKING

PLASTER OR STUCCO

RIGID INSULATION

MINERAL WOOL

INSULATION

ALUMINUM

GRAVEL

STONE

METAL OR WOOD STUD FRAMED WALL

• WALL TYPE DESIGNATES WIDTH OF

WALL

• WIDTH OF WALL DIMENSIONED ONLY AT

1/4"=1' OR LARGER SCALE

• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

METAL OR WOOD STUD FRAMED WALL W/

MASONRY OR STONE VENEER

• WIDTH OF WALL DIMENSIONED FROM

FACE OF MASONRY.

• WIDTH OF MASONRY WALL

DIMENSIONED FROM FACE OF STUD.

• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

MASONRY WALL

• WIDTH OF WALL DIMENSIONED TO

NOMINAL SIZE.

• DOORS DIMENSIONED TO

CENTERLINE OF NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT MASONRY

OPENING.

CONCRETE WALL

• ACTUAL WIDTH OF WALL DIMENSIONED

• DOORS DIMENSIONED TO CENTERLINE

OF NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

NEW CONSTRUCTION AT EXISTING

NEW CONSTRUCTION SHOWN HATCHED W/ THICKER LINE.

ALL EXISTING COMPONENTS SHOWN THIN LINE SOLID, NO HATCH.

ALL EXISTING COMPONENTS SHOWN THIN LINE SOLID, NO HATCH.

ALL COMPONENTS TO BE DEMOLISHED ARE SHOWN DASHED, THICK LINE.

EXISTING

METAL OR WOOD STUD FRAMED WALL.

• WIDTH OF WALL DIMENSIONED

TO FINISHED FACE.

• DOORS DIMENSIONED TO

NOMINAL DOOR SIZE

EXCLUDING FRAME.

• WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

METAL OR WOOD STUD FRAMED WALL

W/ MASONRY OR STONE VENEER

• WIDTH OF WALL DIMENSIONED

FROM FINISHED FACE TO

OVERALL NOMINAL WIDTH.

• DOORS DIMENSIONED TO

NOMINAL DOOR SIZE EXCLUDING

FRAME.

• WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

MASONRY WALL (TO REMAIN)

• WIDTH OF WALL DIMENSIONED

TO NOMINAL SIZE.

• DOORS DIMENSIONED TO

NOMINAL DOOR SIZE

EXCLUDING FRAME.

• WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

CONCRETE WALL (TO REMAIN)

• NOMINAL WIDTH OF WALL

DIMENSIONED.

• DOORS DIMENSIONED TO

NOMINAL DOOR SIZE EXCLUDING

FRAME.

• WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

NEW CONSTRUCTION EXISTING CONDITIONS

ALL NEW CONSTRUCTION IS SHOWN HATCHED & SHADED AS ILLUSTRATED BELOW.

ALL NEW CONSTRUCTION IS FULLY NOTED AS SHOWN BELOW.

ALL WORK IS NEW UNLESS LABELED "EXISTING"

ALL EXISTING CONSTRUCTION IS SHOWN WITHOUT HATCH AS ILLUSTRATED BELOW.

ALL EXISTING CONSTRUCTION IS LABELED "EXISTING" BY KEYNOTE OR OTHERWISE.

ALL DIMENSIONS TO EXISTING ARE APPROXIMATE ONLY AND ARE TO BE FIELD

VERIFIED BY THE CONTRACTOR.

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X 9A

4'-0"

G R

ID

T O

G R

ID

T O

4'-0"

9A

4'-0"

(DEMOLISH

EXISTING)

(EXISTING TO

REMAIN)

4'-0"

4'-0"

4M

3B

5J

± 3'-0"

/4

/4

4'-0" ±

1 2

3 2

3 2

4'-0" ±

4'-0" ±

3 2

3 2

OF STRUCTURE

RIGHT SIDE

COPYRIGHT 2026

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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GENERAL NOTES

LEGENDS

ABBREVIATIONS

09-04-2026

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NEW MATERIALS LEGEND (TYPICAL SECTION VIEWS)

SYMBOLS GENERAL NOTES:ABBREVIATIONS:

DIMENSIONING LEGEND (TYPICAL PLAN VIEWS)

ABBREV ABBREVIATION (S)

ABB ABBREVIATION (S)

A.F.F. ABOVE FINISHED FLOOR

AD ACCESS DOOR

ACOUS ACOUSTICAL

A/C AIR CONDITIONING

ALUM ALUMINUM

AB ANCHOR BOLT

APPR APPROVED

AC ASPHALT CONCRETE

BM BEAM

BLK BLOCK

BD BOARD

BOT BOTTOM

B.O.B. BOTTOM OF BEAM

BLDG BUILDING

CLG CEILING

CH CEILING HEIGHT

CEM CEMENT

C/C CENTER TO CENTER

CER CERAMIC

CLR CLEAR

CLOS CLOSET

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR

CSK COUNTERSINK

DEL DELETE

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DF DOUGLAS FIR

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV OR EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FRP FIBER REINFORCED

PLASTIC

FIN FINISH

FF FINISH FLOOR

FO FINISHED OPENING

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FDN FOUNDATION

REF FREFERENCE

FH FULL HEIGHT

FS FULL SIZE

FSD FULL SIZE DETAIL

GALV OR GV GALVANIZED

GSM GALVANIZED SHEET METAL

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GFRC GLASS FIBER REINFORCED

CONCRETE

GR GRADE

GYP. BD. GYPSUM BOARD

HDWD HARDWOOD

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LEV LEVEL

LTWT LIGHT WEIGHT

LTG LIGHTING

MAINT MAINTENANCE

MFG MANUFACTURER

MO MASONRY OPENING

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MB MECHANICAL BOLT

MET METAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION

(N) NEW

NR NON-RATED

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFF OFFICE

OC ON CENTER

OPN'G OPENING

OCC OPERATOR CONTROL

CENTER

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OF OVERFLOW

OFI OWNER FURNISH ITEM

OFOI OWNER FURNISHED OWNER

INSTALLED

PR PAIR

PLAS PLASTIC

PL PLATE

PLWD PLYWOOD

PC PORTLAND CEMENT

PREP PREPARATION

PT PRESSURE TREATED

PTDF PRESSURE TREATED

DOUGLAS FIR

PROJ PROJECTION

QT QUARRY TILE

R OR RAD RADIUS

REDW'D REDWOOD

REFL REFLECTED

REINF REINFORCE

REQ'D REQUIRED

RES RESILIENT

RR RESTROOM(S)

R RISER

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

R.O. ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STG STORAGE

STRUCT STRUCTURAL

SIMUL SUMULATED

SUSP SUSPENDED

SYM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T&G TONGUE & GROOVE

TBC TOP BACK OF CURB

T.O.C. TOP OF CONCRETE OR

CURB

T.O.F TOP OF FOOTING

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TDC TRAFFIC DECK COVERING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VER VERTICAL

WC WATER CLOSET

WL WATER LEVEL

WP WATERPROOFING

W WIDE

W/ WITH

WD WOOD

WP WORKING POINT

WI WROUGHT IRON

A THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS

GENERAL CONTRACTOR OR "GC". THE OWNER MAY HEREAFTER BE REFERRED

TO AS "OWNER".

B PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK

REGARDLESS OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS.

THE GENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS

AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDE

COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN DRAWINGS

MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS

MAY NOT BE INCLUDED IN DRAWINGS.

C GC SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN TRADES.

D UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING

NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND

INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE

CONSTRUCTION DOCUMENTS. THE GC SHALL PROVIDE AND INSTALL ALL

ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK

DEPICTED OR SPECIFIED.

E THE INDIVIDUAL DISCIPLINE DRAWINGS (A, C, E, ETC.) ARE PART OF A LARGER

SET OF DRAWINGS, WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED

IN THE "DRAWING INDEX." PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL

DISCIPLINES ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR

UTILIZED.

F CONSTRUCTION DOCUMENTS CONSIST OF DRAWINGS AND SPECIFICATIONS.

CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY REVIEW ALL

DRAWINGS AND SPECIFICATIONS IN THIS PROJECT AND BECOME FAMILIAR

WITH ALL STRUCTURES, FIXTURES AND EQUIPMENT TO BE INSTALLED.

COORDINATE ALL ASPECTS OF THE CONSTRUCTION WITH ALL TRADES ON THE

JOB TO ENSURE THAT ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A

COMPLETE AND OPERATIONAL FACILITY ARE INCLUDED IN THE BID.

G THE GC SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND

MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GC

SHALL ACCEPT PREMISES AS FOUND. OWNER WILL MAINTAIN THE EXISTING

CONDITION OF THE SITE AND EXISTING STRUCTURES AT THE TIME OF BIDDING.

H THE GC AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE

ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL

AND LANDSCAPE AND OTHER PROJECT RELATED DOCUMENTS PRIOR TO

CONSTRUCTION.

I DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE

NOT INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE

ARCHITECT ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK.

J DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS

TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY

DISCREPANCY PRIOR TO CONTINUING WITH WORK.

K WHERE A DETAIL CALL OUT DESCRIBES A TYPE OF CONDITION, IT APPLIES TO

ALL SIMILAR CONDITIONS, WHETHER OR NOT AT DETAIL TAG IS SHOWN AT THAT

LOCATION ON THE PLANS.

L ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD OR FACE OF

BLOCK UNLESS OTHERWISE INDICATED. SEE SECTION ON "DIMENSIONING" THIS

SHEET.

M DIMENSIONS INDICATED TO BE "CLEAR" OR "CLR." ARE DIMENSIONS TO THE

FINISHED SURFACE OF THE WALL OR ASSEMBLY.

N THE GC SHALL REPORT TO THE ARCHITECT ALL CONDITIONS REQUIRING

COORDINATION/ CHANGES WITH THE CONTRACT DOCUMENTS. COORDINATION

/ APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS. ALL CHANGES TO

THE CONTRACT COST SHALL BE APPROVED THROUGH A CHANGE ORDER.

O DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE

OVER SMALL SCALE DRAWINGS.

P THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR

CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S

REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN

ASSEMBLY IN WHICH THE ITEM FUNCTIONS. THE ARCHITECT WILL NOT REVIEW

SHOP DRAWINGS UNTIL THE GC HAS REVIEWED AND STAMPED THE SHOP

DRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE ARCHITECT'S REVIEW OF

THE SHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS DESCRIBED IN

THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE BY

THE ARCHITECT.

Q FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S

STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

R FOR GRADING, TRENCHING ETC., CONTACT THE ARCHITECT FOR

INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL

CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION

CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL

BE VERIFIED BY THE GENERAL CONTRACTOR BEFORE CONSTRUCTION.

S ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE

CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES

HAVING JURISDICTION AT THE PROJECT LOCATION. THE GENERAL

CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION

REQUIREMENTS OF ALL GOVERNING AUTHORITIES.

T ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-2010, AND

THE AMERICANS WITH DISABILITIES ACT (ADA). THE MORE STRINGENT SHALL

APPLY.

U THE GC SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING AUTHORITIES AND

UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING INSPECTION.

V THE GC SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN WORKING

ORDER.

W A GENERAL BUILDING PERMIT IS REQUIRED. ALL OTHER PERMITS OR

CONNECTION FEES SHALL BE SECURED BY THE GENERAL CONTRACTOR AND

REIMBURSED THROUGH THE OWNER.

X THE GC SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS WHERE SHOWN ON

PLAN.

Y MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL

CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING

CODES/ORDINANCES. SEE CODE SUMMARY, SHEET G0.30.

Z THE GC SHALL PROVIDE AND IS SOLELY RESPONSIBLE AND LIABLE FOR PUBLIC

AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED BY THE

CODES, INCLUDING EXTERIOR AND INTERIOR PEDESTRIAN TRAFFIC BARRIERS.

ALL WORK SHALL CONFORM TO THE ORDINANCES AND REGULATIONS OF

GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT.

AA THE GC SHALL PROVIDE TEMPORARY BARRICADES FOR DUST AND NOISE

CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTION WHERE WORK

JOINS EXISTING CONDITIONS.

BB ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE

LEFT IN A CLEAN (BROOM) CONDITION DAILY.

CC GC SHALL PREPARE AND IMPLEMENT AN INDOOR AIR QUALITY PROGRAM TO BE

INSTITUTED DURING CONSTRUCTION ACTIVITIES.

DD GC SHALL PREPARE AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT

AND RECYCLING PLAN, TO BE PROVIDED TO THE OWNER.

EE GC SHALL AVOID UNNECESSARY DISRUPTIONS TO THE FUNCTIONS AND/OR

DAILY ACTIVITIES OF ADJACENT EXISTING SUITES AND BUILDINGS.

FF CALL BEFORE YOU DIG! OREGON LAW REQUIRES THE GENERAL CONTRACTOR

TO CONTACT THE "OREGON UTILITY NOTIFICATION CENTER" AT 1 (800) 332-2344

OR 1 (503) 232-1987, NO LESS THAN TWO (2) BUSINESS DAYS, BUT NO MORE

THAN TEN (10) BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION.

LOCATE ALL UNDERGROUND UTILITIES BEFORE STARTING ANY BELOW GRADE

WORK. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR

REPLACEMENT OF IDENTIFIED UTILITIES OR OTHER PROPERTY DAMAGED BY

OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.

GG PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY EXISTING DAMAGE TO

THE NEIGHBORING SUITES, NEW OR EXISTING SITE IMPROVEMENTS, ETC.

FAILURE TO DO SO SHALL PLACE THE GENERAL CONTRACTOR WITH THE SOLE

RESPONSIBILITY FOR CORRECTING SUCH DAMAGE.

HH APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY

WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME

INFORMATION. THE GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD

CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA

AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE

KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT.

II THE GC IS TO PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF WALL

MOUNTED SHELVES, CABINETS, HC GRAB BARS AND PARTITION BRACES AND

ALL OTHER ITEMS IDENTIFIED ON THE EQUIPMENT OR ACCESSORY SCHEDULE.

BLOCKING SHALL BE FIRE TREATED WHERE REQUIRED BY THE BUILDING CODE.

JJ THE GC IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING,

INSTALLATION AND HOOK-UP OF ALL OWNER FURNISHED ITEMS UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

KK THE GC IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT

PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH

COULD DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.

LL PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE

REQUIRED.

MM PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL

SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS

NOTED OTHERWISE.

NN PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER AND

DRYWALL SURFACES.

OO ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED

WITH APPROPRIATE SEALANT MATERIAL.

PP UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM,

TREILLAGE, RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

QQ FIXTURES AND EQUIPMENT SHOWN ARE FOR COORDINATION PURPOSES ONLY.

REFER TO THE MANUFACTURER'S PRODUCT DATA AND THE MECHANICAL

AND/OR ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FIXTURE AND

EQUIPMENT DESCRIPTIONS, LOCATIONS AND INSTALLATION REQUIREMENTS.

RR THE GC SHALL VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH

MECHANICAL, FIRE SPRINKLER AND PLUMBING PLANS. ACCESS PANELS SHALL

BE FURNISHED AND INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR

CEILING ASSEMBLY INTO WHICH THEY ARE TO BE INSTALLED. FINISH AND

LOCATION SHALL BE APPROVED BY THE ARCHITECT.

SS THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITH

EQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OF

DUCT OPENINGS ON ROOF AND INTERIOR SHAFTS.

TT SYSTEMS SHOWN ON THE DRAWINGS ARE INTENDED TO BE FINISHED,

INSTALLED AND TURNED OVER TO THE OWNER IN PROPER FUNCTIONING

CONDITION. ALL WORK IS TO BE CONSIDERED IN CONTRACT SUM.

UU WHERE DAMAGE TO INSTALLED FINISHES OCCURS DURING CONSTRUCTION,

THE CONTRACTOR SHALL RESTORE SUCH FINISHES AS SPECIFIED OR

SCHEDULED, TO MATCH ADJACENT SURFACES.

VV CUTTING AND PATCHING: WHETHER OR NOT SHOWN ON THE DRAWINGS, THE

CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT

MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY

AND SHALL NOT ENDANGER ANY IN-PLACE WORK BY CUTTING, EXCAVATING OR

OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING,

REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED

IN EXECUTION OF THE WORK SHALL BE REPLACED WITH APPLICABLE

MATERIALS SO THAT SURFACES WILL, UPON COMPLETION, MATCH

SURROUNDING SIMILAR SURFACES IN FIT, FINISH AND COLOR.

775 SF

B. OCC.

16 OCC.

FITNESS

70 SF

S-1

300 OCC.

STORAGE

67 SF

S-1

300 OCC.

STORAGE

535 SF

B. OCC.

36 OCC.

COMMUNITY RM

40 SF

S-1

1 OCC.

JANITOR

95 SF

S-1

1 OCC.

MECH / I.T.

186 SF

S-1

1 OCC.

STORAGE

23 SF

S-1

1 OCC.

STORAGE

215 SF

B. OCC.

2 OCC.

WAITING

85 SF

B. OCC.

1 OCC.

VESTIBULE

161 SF

B. OCC.

2 OCC.

DENTAL

106 SF

B. OCC.

1 OCC.

BEHAVIORAL HEALTH

102 SF

B. OCC.

1 OCC.

FLEX OFFICE

86 SF

B. OCC.

1 OCC.

LAB

133 SF

B. OCC.

1 OCC.

MEDICAL

105 SF

B. OCC.

1 OCC.

AUTOCLAVE

132 SF

B. OCC.

1 OCC.

BREAK ROOM

AREA LEGEND

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

BUSINESS AREAS

FEC

TD: 61'-7"

FIRE EXTINGUISHER CABINET

TRAVEL DISTANCE

DIRECTION OF TRAVEL

EXIT LIGHT WITH DIRECTIONAL

ARROWS, WHERE INDICATED

EXIT 3'-6"

TRAVEL DISTANCE: 61' - 7"

94'-0

/2 = 47'-0

64'-2"

F E

C

TRAVEL DISTANCE: 43' - 11"

FEC

EXIT DOOR 42"

EXIT DOOR 42"

EXIT DOOR 42"

EXIT DOOR 42"

ADA PARKING WITH ACCESSIBLE AISLE AND SIGNAGE

ADA SIGN ADA SIGN ADA SIGN

GENERAL NOTES:

A. SEE SHEET G003 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

B. SEE TITLE SHEET FOR DRAWING INDEX.

C. DO NOT SCALE DRAWINGS.

D. CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

COPYRIGHT 2026

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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OCCUPANCY FLOOR

PLAN

09-04-2026

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1/4" = 1'-0"

E6 LEVEL 1 - OCCUPANCY DIAGRAM

LEGEND:

SCALE : 1/4" = 1'-0"

0' 2' 4' 8' 12'1'

LEVEL - 2 OCCUPANCY CALCULATION

NUMBER ROOM NAME

FUNCTION OF

SPACE Area

FLOOR AREA

SF PER

OCCUPANT OCCUPANTS

100 VESTIBULE BUSINESS AREAS 85 SF 150 SF 1

101 WAITING BUSINESS AREAS 215 SF 150 SF 2

103 FITNESS BUSINESS AREAS 775 SF 150 SF 6

104 COMMUNITY RM BUSINESS AREAS 535 SF 150 SF 4

105 STORAGE ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

67 SF 300 SF 1

106 STORAGE ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

70 SF 300 SF 1

107 JANITOR ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

40 SF 300 SF 1

111 STORAGE ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

23 SF 300 SF 1

112 MECH / I.T. ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

95 SF 300 SF 1

114 DENTAL BUSINESS AREAS 161 SF 150 SF 2

115 MEDICAL BUSINESS AREAS 133 SF 150 SF 1

116 AUTOCLAVE BUSINESS AREAS 105 SF 150 SF 1

117 STORAGE ACCESSORY

STORAGE

AREAS,

MECHANICAL

EQUIPMENT

ROOM

186 SF 300 SF 1

118 BEHAVIORAL

HEALTH

BUSINESS AREAS 106 SF 150 SF 1

119 FLEX OFFICE BUSINESS AREAS 102 SF 150 SF 1

120 LAB BUSINESS AREAS 86 SF 150 SF 1

122 BREAK ROOM BUSINESS AREAS 132 SF 150 SF 1

Grand total: 17 27

15 SF 36

M

IN

M

IN

M A

X

B.O. REFLECTIVE SURFACE

MIRROR *PROVIDE PIPE

INSULATION AT ALL

EXPOSED PIPES.

O R

C O

U N

TE

R

S U

R

FA

C E

M A

X . T

.O . R

IM

8" MIN.

6" MAX

LAVATORY SIDE VIEW DASHED LINE INDICATED

DIMENSIONAL CLEARANCE OF UNDER FIXTURE

ENCLOSURE, IF REQUIRED.

MIRROR *PROVIDE PIPE

INSULATION AT ALL

EXPOSED PIPES.

8" MIN.

6" MAX

CHILDRENS LAVATORY SIDE VIEW DASHED LINE

INDICATED DIMENSIONAL CLEARANCE OF UNDER

FIXTURE ENCLOSURE, IF REQUIRED.

M

IN

T O

W A

LL

M

IN

19" MAX

52" MIN.

CL

CLEAR

FLOOR

SPACE

LAVATORY PLAN VIEW

M A

X

T O

O P

E R

A B

LE

P

A R

TS

M A

X

DIAPER CHANGING

STATION

CONTROLS & OPERATING MECHANISMS

FORWARD REACH

M A

X

IF

IN

S

T A

LL

E

D W

/O C

A B

IN

E

T O

R S

IN

K

B E

LO

W

M A

X

M

IN

CL

T O

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LE

A

R A

N C

E 9"

M

IN

O R

C O

U N

TE

R

S U

R

FA

C E

M A

X . T

.O . R

IM

M

IN

T O

E C

LE

A

R A

N C

E 9"

M

IN

60" MIN

M

IN

CL

ACCESSIBLE TOILET COMPARTMENT CLEARANCES AND MOUNTING HEIGHTS

890-940

35"-37"

M

IN

M

IN

AMBULATORY ACCESSIBLE

TOILET COMPARTMENT

CL

405-455

16"-18"

ACCESSIBLE WATER

CLOSET

430-485 17"-19"

AMBULATORY

ACCESSIBLE WATER

CLOSET

8" MIN

PARTITION

M

IN

8" MIN

PARTITION

M

IN

ELEVATION

ADULT

ELEVATION

CHILDREN

8" MIN

8" M

IN

PLAN

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE

CLEARANCE

60" MIN.

405-455 16"-18"

M

IN

CL

TOILET PAPER

DISPENSER

7" -9

4" M

A X

M

IN

32" MIN.

4" MAX. 1420

56" MIN.

ALTERNATE DOOR

LOCATION

WALL-HUNG FIXTURE

WHEEL CHAIR ACCESSIBLE

TOILET STALL PLAN VIEW

0-

0-

6" MAX

36" MIN

CL

DISPENSER

LOCATION

42" MIN305

12" MAX

DISPENSER OUTLET LOCATION

(BELOW GRAB BAR)

0-

M

IN

0-

M

IN

0-

WATER CLOSET FRONT

VIEW

WATER CLOSET SIDE

VIEW

24" MIN

42" MAX

DISPENSER OUTLET

LOCATION (RECESSED)

M

IN

WATER CLOSET SIDE

VIEW

M A

X

24" MIN

42" MAX

1/ 2"

M

IN

WATER CLOSET SIDE

VIEW

24" MIN

36" MAX

M

IN

36" MAX

SIZE OF CLEARANCE

FOR WATER CLOSET

T.O. SEAT

405-455

16" -8"

42" MIN.

54" MIN.

DISPENSER OUTLET LOCATION

(BELOW GRAB BAR)

M

IN

DISPENSER OUTLET LOCATION DISPENSER IN

FRONT OF WATER CLOSET - EXEMPTION

M A

X

CL

180-230

7"-9"

60" MIN.

405-455 16"-18"

M

IN

CL

TOILET PAPER

DISPENSER

4" M

A X

M

IN

32" MIN.

4" MAX. 1420

56" MIN.

ALTERNATE DOOR

LOCATION

FLOOR-MOUNTED FIXTURE

WHEEL CHAIR ACCESSIBLE

TOILET STALL PLAN VIEW

GRAB BARS

32-51 1 1/4"-2"

CIRCULAR

NON-CIRCULAR

PERIMETER

4"-4.8"

100-120

2" MAX

1-1/2".

1-

1/ 2"

M

IN

M

IN

M

IN

60" MIN.

ALTERNATE WHEELCHAIR

TOILET COMPARTMENT

7" -9

5-

0-

6" MAX

36" MIN

CL

42" MIN305

12" MAX

DISPENSER OUTLET

LOCATION

0-

M

IN

5-

M

IN

5-

WATER CLOSET SIDE

VIEW - CHILDREN'S

1-

1/ 2"

M

IN

T.O. SEAT

305-455

12"-18"

42" MIN.

54" MIN.

WATER CLOSET FRONT

VIEW - CHILDREN'S

M A

X

CL

180-230

7"-9"

865-915

34"-36"

990-1040

39"-41"

13 1/2" MIN

M A

X

WALL HUNG TYPE

13 1/2" MIN

M A

X

STALL TYPE

URINAL FRONT

VIEW

HEIGHT AND DEPTH OF URINALS

M

IN

52" MIN.

CLEAR

FLOOR

SPACE

URINAL PLAN

VIEW

M

IN

M A

X

15" MAX

CL

CONTROL

WALLCONTROL

END WALL

TRANSFER TYPE SHOWER

COMPARTMENT CONTROL LOCATION

AND GRAB BAR MOUNTING HEIGHTS

BATHTUB CONTROL

LOCATION

27" MAX

M A

X SIDE

WALL

TRANSFER

(ELEVATION)

ALT. ROLL-IN (ELEVATION)

15" MAX. FROM SEAT CENTER LINE

M A

X

M A

X

CAN BE LOCATED ON

ANY WALL OF SHOWER

WITHOUT SEAT

ROLL-IN (ELEVATION)

CONTROL

WALL

27" MAX

M A

X

0-

5-

8" -1

0"

0-

BATHTUBS WITH REMOVABLE

IN-TUB SEATS

BATHTUBS WITH PERMANENT

SEATS

0-

0-

5-

8" -1

0"

C

LR

36" CLR.

18"

BACK WALL

SEAT

WALL

CONTROL

WALL

TRANSFER TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE W/

GRAB BARS

52" MIN.

M

IN

380-405 15"-16"

2 1/2" MAX

5-

1/

2" M

A X

560-585 22"-23"

3"

M A

X

SEAT

WALL

L-SHAPED RECTANGULAR

COMPARTMENT

ENTRY

1/ 2"

M A

X

380-405 15"-16"

3"

M A

X

2 1/2" MAX

LENGTH OF BATHTUB

M

IN

M

IN

12" MAX

24" MIN.

24" MAX

HEAD

END

WALL

CONTROL

END WALL

BATHTUBS WITH REMOVABLE IN TUB

SEAT

BATHTUBS WITH PERMANENT SEAT

AT HEAD END OF TUB

M

IN

15" MAX

12" MAX

M

IN

CONTROL

END WALL

BACK WALL

LENGTH OF BATHTUB

12" MIN.

HEAD

END

WALL

60" MIN. ENTRANCE

M

IN

. C

LR

M

IN

6" M

A X

6" MAX

CONTROL WALL

SEAT

WALL

SIDE

WALL

60" MIN.

6" MAX

6" M

A X

6" MAX

END

WALL

BACK WALL

END

WALL

SEAT

WALL

STANDARD ROLL-IN TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

W/ GRAB BARS

ALTERNATE ROLL-IN TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE W/

GRAB BARS

ROLL-IN TYPE SHOWERBATHTUBS TRANSFER TYPE SHOWER

SHOWER SEATS

CL

4" M

A X

-1

3"

-6

M

IN

M

IN

-1

3"

-6

4" M

A X

4" M

A X

CL

36" MIN. ENTRANCE

16" MIN.

M

IN

M

IN

16" MIN.

BACK

WALL

M

IN

380-405

15"-16"

15" MIN.

610-915

24"-36"

4" M

A X

BACK WALL

36" MIN. ENTRANCE

0-

-1

3"

-6

M

IN

M

IN

-1

3"

-6

0-

C

LR

36" CLR.

18"

BACK WALL

SEAT

WALL

CONTROL

WALL

48" MIN.

M

IN

36" MIN. ENTRANCE

4" M

A X

TRANSFER TYPE SHOWER

EXISTING BUILDING

C

LR

36" CLR.

18"

BACK WALL

SEAT

WALL

CONTROL

WALL

TRANSFER TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE W/

GRAB BARS

52" MIN.

M

IN

36" MIN. ENTRANCE

4" M

A X

OR

4" MAX.

27" MAX

M A

XSIDE

WALL

M

IN

16" MIN.

6" M

IN

5" MAX

15" MIN.

PLAN VIEW

8" MIN. 6" MAX

M

IN

M

IN

T O

S P

O U

T

- 4 3"

STANDING USE ELEVATION HEIGHTS

EQUIPMENT

PERMITTED IN SHADED

AREA

8" MIN. 6" MAX

9" M

IN

M

IN

T O

S P

O U

T

M A

X

ADA ELEVATION HEIGHTS

EQUIPMENT

PERMITTED IN SHADED

AREA

DRINKING FOUNTAIN CLEARANCES

8" MIN.

6" MAX

9" M

IN

M

IN

T O

S P

O U

T

M A

X

EQUIPMENT

PERMITTED IN

SHADED AREA

ADA CHILDRENS ELEVATION HEIGHTS

17"-19"

FOR SINGLE

32" CLEAR

M

IN

. 31

M

IN

24" MAX

18" MIN.

M A

X

6" MIN.

6" MAX

RECESSED FOUNTAINS

1. RECESSED FOUNTAINS:

WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE

DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE

FOUNTAIN IS PERMITTED.

A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO

BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH

REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITH THE

ARCHITECT.

2. PROJECTED FOUNTAINS:

WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN

BE PROVIDED BY EITHER OF THE FOLLOWING MEANS:

A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN

CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS IN

RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT

CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE

WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING

FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR

INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO B.

PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING

FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH.

THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS.

NOTE:

ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY.

A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT

SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENT TO THE

ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED.

PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN

LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE TEXTURED

AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR

SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL

REQUIREMENTS.

M A

X

FO

R

C H

IL

D

R E

N

1/2" MAX

DOMINANT DIRECTION OF TRAVEL

LONG DIMENSION

PERPENDICULAR TO DOMINANT

DIRECTION OF TRAVEL

CHANGE-IN

DIRECTION

STRAIGHT

M

IN

. C

LR

A T

LE

A

S T

A S

W

ID

E A

S R

A M

P R

U N

60" MIN

BE 30 INCHES

NOTE: MAX RISE SHALL

60" MIN

60" MIN

M

IN

LANDING

RAMP RUN

SLOPE: 1:20 MIN. - 1:12 MAX.

LANDING

LANDING

R A

M P

R U

N

MAX CROSS SLOPE: 1:48

12" MIN.

12" MIN

12" MIN.

1 1/2" MIN

1- 1/

2" M

IN

TYPICAL HANDRAILS AT STAIRS TYPICAL HANDRAILS AT RAMPS

HORIZONTAL PROJECTIONS BELOW

GRIPPING SURFACE

HANDRAIL CLEARANCE

M A

X

A B

O V

E S

TA

IR

N O

S

IN

G

M A

X

EQ.EQ.

HANDRAIL CROSS SECTION

32-51 1 1/4"-2"

CIRCULAR

NON-CIRCULAR

NON-CIRCULAR

PERIMETER

4"-6 1/4" 100-160

2 1/4" MAX

COPYRIGHT 2026

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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DRAWN BY CHECKED BY

SHEET NO.

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ADA REQUIREMENTS

09-04-2026

K L A

M A

T H

T R

IB

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E A

L T

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F A

M

IL

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E L L

IN

E

S S

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N T

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A S

P R

IN

G

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D B

E A

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O R

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.0

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Y .r v t

GENERAL NOTES:

• REFER TO DOOR HARDWARE SPECIFICATIONS FOR DOOR HARDWARE ADA

REQUIREMENTS AND STANDARDS.

• REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES ADA MOUNTING

HEIGHT REQUIREMENTS.

• REFER TO SITE PLAN FOR ACCESSIBLE ROUTE REQUIREMENTS AND DETAIL

REFERENCES. (NOT APPLICABLE TO ALL PROJECTS.)

• UNLESS NOTED AS "MIN." OR "MAX" DIMENSIONS SHOWN ARE ABSOLUTE.

DIMENSIONS SHOWN HERE SHALL GOVERN THE INSTALLATION OF ALL

ACCESSIBLE FIXTURES AND ACCESSORIES, UNLESS MORE SPECIFIC

DIMENSIONS ARE SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS THAT

ARE WITHIN THE PERMISSIBLE LIMITS SHOWN HERE.

• REFER TO INTERIOR ELEVATIONS FOR MOUNTING LOCATIONS OF RESTROOM

FIXTURES AND ACCESSORIES.

• PROVIDE BACKING AT ALL WALL MOUNTED FIXTURES, ACCESSORIES, AND

EQUIPMENT. COORDINATE BACKING REQUIREMENTS WITH ITEM

MANUFACTURER'S CURRENT WRITTEN INSTALLATION INSTRUCTIONS.

N.T.S.

A5

LAVATORY & ACCESSORY

CLEARANCES & HEIGHT

REQUIREMENTS

N.T.S.

B4 TOILET COMPARTMENT CLEARANCE REQUIREMENTS

N.T.S.

C5 URINAL CLEARANCE REQUIREMENTS

N.T.S.

D5 TUB & SHOWER CLEARANCES & ACCESSORY HEIGHT REQ.

N.T.S.

D2 ELECTRIC WATER COOLER REQUIREMENTS

N.T.S.

B5 ELONGATED OPENINGS

N.T.S.

C4 RAMP LANDINGS

N.T.S.

C3 HANDRAIL REQUIREMENTS

60" MIN

M

IN

MIN

12" 36" MIN

MIN

12"

M

IN

M

IN

A R

M

A R

M

BASE

T-SHAPED TURNING SPACE

(EXISTING BUILDINGS)

60" MIN.

>1 5"

MANEUVERING CLEARANCE IN AN

ALCOVE, PARALLEL APPROACH

NEW BUILDING - CLEAR

FLOOR OR GROUND SPACE

52"

M

IN

43" MIN.

43" MIN.

<52"

180 DEGREE TURN

NEW BUILDING

CLEAR WIDTH AT TURN

M A

X

M

IN

VERTICAL CLEARANCE

30" MIN

M

IN

52" MIN

M

IN

36" MIN

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD (A) PARALLEL

MANEUVERING CLEARANCE IN AN

ALCOVE,

FORWARD APPROACH

>2 4"

A R

M

A R

M

BASE

T-SHAPED TURNING SPACE (A)

(NEW BUILDINGS)

64" MIN

M

IN

MIN

11" 42" MIN

MIN

11"

M

IN

M

IN

A R

M

A R

M

BASE

T-SHAPED TURNING SPACE (B)

(NEW BUILDINGS)

64" MIN

M

IN

MIN

12" 40" MIN

MIN

12"

M

IN

M

IN

A R

M

A R

M

BASE

T-SHAPED TURNING SPACE (C)

(NEW BUILDINGS)

M

IN

36" MIN.

36" MIN.

<52"

180 DEGREE TURN

NEW BUILDING

M

IN

42" MIN.

42" MIN.

<52"

180 DEGREE TURN

NEW BUILDING

M

IN

68" MIN

M

IN

M

IN

MIN.

8"

8" M

IN

MIN

16"

MIN

36"

MIN

16"

M

IN

NEW BUILDING - CIRCULAR

TURNING SPACE

10" ø60"ø67"

OVERLAP OF KNEE

& TOE

EXISTING BUILDING -

CIRCULAR TURNING SPACE

EXISITNG BUILDING - CLEAR

FLOOR OR GROUND SPACE

48"

M

IN

TURNING SPACES SHALL BE PERMITTED

TO INCLUDE KNEE AND TOE CLEARANCE

OF EITHER THE BASE OR ONE ARM

M

IN

M

IN

24" MAX

52" MIN.

24" MAX

M

IN

M

IN

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE

NEW BUILDING - INTERIOR

M

IN

42" MIN.

42" MIN.

<48"

180 DEGREE TURN

EXISTING BUILDING

M

IN

36" MIN.

36" MIN.

<48"

180 DEGREE TURN

EXISTING BUILDING

M

IN

M

IN

24" MAX

48" MIN.

24" MAX

M

IN

M

IN

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE

EXISTING BUILDING - INTERIOR

24" MAX.

52" MIN.

24" MAX.

M

IN

M

IN

M

IN

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE

NEW BUILDING - EXTERIOR

24" MAX.

48" MIN.

24" MAX.

M

IN

M

IN

M

IN

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE

EXISTING BUILDING - EXTERIOR

M

IN

M A

X

UNOBSTRUCTED REACH

(A)

FORWARD REACH

(B)

SIDE REACH

10" MAX

M

IN

M A

X

20" MAX

M A

X

M A

X

510-635

>20"-25" MAX

(A)

FORWARD REACH

(B)

FORWARD REACH

M A

X

10" MAX

M A

X

255-610

>10"-24" MAX

(C)

SIDE REACH

(D)

SIDE REACH

KNEE CLEARANCE

OBSTRUCTED HIGH REACH

8" MIN.

9" M

IN

11" MIN. 635

25" MAX

M

IN

(A)

ELEVATION

(B)

PLAN

≥2 7"

4" MAX

LIMITS OF PROTRUDING OBJECTS

M A

X

M A

X

M

IN

TOE CLEARANCE

430-635 17"-25"

M

IN

(A)

ELEVATION

(B)

PLAN

M

IN

6" MAX.

9"

M

IN

18" MIN.

8"

PULL SIDE

NEW & EXISTING BUILDINGS

PUSH SIDE

8"

M

IN

12" MIN.

8"

M

IN

PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

MANEUVERING CLEARANCES AT RECESSED DOORS

M

IN

22" MIN.

M

IN

24" MIN.

POCKET OR HINGE

APPROACH

STOP OR LATCH APPROACH

32" MIN.

32" MIN.

32" MIN.

HINGED DOOR

SLIDING DOOR FOLDING DOOR

MANEUVERING CLEARANCES AT SLIDING & FOLDING DOORS

M

IN

22" MIN.

**48" MIN. (1220) IF BOTH CLOSER AND

LATCH PROVIDED.

HINGE APPROACH,

PUSH SIDE

LATCH APPROACH,

PULL SIDE

LATCH APPROACH,

PUSH SIDE

HINGE

APPROACH, PULL

SIDE

HINGE APPROACH,

PULL SIDE

*48" MIN. (1220) IF CLOSER

IS PROVIDED

*54" MIN. (1370) IF CLOSER

IS PROVIDED

M

IN

24" MIN.

24" MIN.

M

IN

36" MIN.

M

IN

42" MIN. 13

M

IN

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

FRONT APPROACH,

PULL SIDE

FRONT APPROACH,

PUSH SIDE

NEW BUILDINGS

*IF BOTH CLOSER AND LATCH

ARE PROVIDED

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

M

IN

12 MIN

M

IN

M

IN

18 MIN

DOORS IN SERIES

M

IN

M

IN

12" MIN *

64" MIN.

M

IN

DOOR WIDTH

48" MIN DOOR WIDTH DOOR WIDTH

48" MIN

NEW CONSTRUCTION

M

IN

M

IN

DOOR WIDTH

48" MIN DOOR WIDTH

EXISTING CONSTRUCTION

M

IN

DOOR WIDTH

48" MIN

60" MIN

FRONT APPROACH,

PUSH SIDE

EXISTING BUILDINGS

*IF BOTH CLOSER AND LATCH

ARE PROVIDED

M

IN

12" MIN *

PUSH SIDE

8"

M

IN

12" MIN.

8"

M

IN

PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

CLEAR WIDTH AT DOORWAYS

NEW BUILDINGS EXISTING BUILDINGS

M

IN

FRONT APPROACH

NEW BUILDINGS

M

IN

FRONT APPROACH

EXISTING BUILDINGS

M

IN

FRONT APPROACH

NEW BUILDINGS

M

IN

FRONT APPROACH

EXISTING BUILDINGS

MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT

DOORS OR GATES

M

IN

SIDE APPROACH

INTERNATIONAL

TTY SYMBOL

INTERNATIONAL SYMBOL FOR

ACCESS FOR HEARING LOSS

INTERNATIONAL SYMBOL

FOR ACCESSIBLITY

1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-

SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC. 1117B.5.6.1)

2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC. 1117B5.6.2)

3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT

VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION

OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. (SEC. 1117B.5.6.3)

4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 1117B.5.3)

5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT

CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

(SEC. 1117B.5.5)

6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING

DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN

UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR

PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B, THE MINIMUM

CHARACTER HEIGHT SHALL BE 3". (SEC. 1117B.5.4)

7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE

SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10"

ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A

MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC.