Attachment C - CCFEC-Bid-Docs-Drwgs-03-Arch.pdf

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A. SITE INFORMATION AND DRAWING BACKGROUND IS

BASED ON OWNERS SURVEY DATED 07.14.2022 BY

CENTERLINE CONCEPTS.

B. REFER TO CIVIL PLANS FOR MORE DEMOLITION

INFORMATION.

C. COORDINATE WITH SURVEYOR DISCONNECTION OF

ALL PRIVATE AND PUBLIC UTILITIES IF REQUIRED.

BARN

MAINTENANCE

BUILDING

CLACKAMAS

HALL

SECURITY /

FIRST AID

GROVE MARKETPLACE

BARN BARN

ELY ARENA

ROSEBROOK

COVERED

ARENA

PROJECTOR BUILDING -

TO BE REMOVED AND

GIVEN TO OWNER

PAVEMENT - TO BE

DEMOLISHED. SEE CIVIL.

PAVEMENT - TO BE

DEMOLISHED. SEE CIVIL.

(E) CONCRETE PAD - TO

BE DEMOLISHED

MAIN LAWN

MANHOLE - TO BE

REMOVED. SEE CIVIL.

EXISTING BUILDING

EXISTING CONCRETE SIDEWALK -

SEE CIVIL DRAWINGS

EXISTING FIRE HYDRANT

FH

EXISTING LANDSCAPE -

SEE CIVIL DRAWINGS

EXISTING ASPHALT PAVING -

SEE CIVIL DRAWINGS

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

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AD001

DEMO SITE PLAN

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

GENERAL NOTES

KEYNOTES

SCALE: 1" = 20'-0"AD001

1. EXISTING/DEMO SITE PLAN

NORTH

0 10' 20' 40'

LEGEND

T

POLE

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IMAGINARY SITE PROPERTY BOUNDARY

PROPOSED BUILDING

SITE EGRESS PATH TO RIGHT OF WAY

PROPOSED CONCRETE -

SEE CIVIL DRAWINGS

*P PUBLIC ENTRY ON ACCESSIBLE

ROUTE

ENTRY/EXIT ACCESS TO ACCESSIBLE

MEANS OF EGRESS

EXISTING BUILDING

EXISTING CONCRETE SIDEWALK -

SEE CIVIL DRAWINGS

EXISTING FIRE HYDRANT

FH

EXISTING LANDSCAPE -

SEE CIVIL DRAWINGS

EXISTING ASPHALT PAVING -

SEE CIVIL DRAWINGS

ASPHALT PAVING -

SEE CIVIL DRAWINGS

LANDSCAPE - SEE CIVIL DRAWINGS

GRAVEL - SEE CIVIL DRAWINGS

A. SITE INFORMATION IS BASED ON OWNERS SURVEY

DATED 07.14.2022 BY CENTERLINE CONCEPTS.

B. ALL SURVEY INFORMATION INDICATING ALL EXISTING

CONDITIONS ARE SHOWN FOR REFERENCE ONLY.

C. SEE A100i FOR STANDARD ACCESSIBILITY

REQUIREMENTS.

D. STREET, PARKING, DRIVE CUTS, AND/ OR PUBLIC

RIGHT OF WAY INFORMATION ARE SHOWN FOR

REFERENCE ONLY. SEE CIVIL DRAWINGS FOR

DETAILED INFORMATION.

E. DIMENSIONS SHOWN ON THIS PLAN ARE FOR

GENERAL LAYOUT OF THE BUILDINGS AND SITE

ELEMENTS.

F. SEE CIVIL FOR TYPICAL DIMENSIONS UNO.

A .H

.U A

.H .U

TYP.

TYP.

IMAGINARY PROPERTY LINE

A

C

A.H.UA.H.U

NEW FULL-HEIGHT 1-HR

RATED CMU WALL AT

EXISTING STRUCTURE.

[BY OWNER]. SEE

*P

*PROPOSED MULTI-

PURPOSE BUILDING

76'-10"

47'-1"

SECURITY /

FIRST AID

GROVE

MARKETPLACE

BARN BARN

BARN

MAINTENANCE

BUILDING CLACKAMAS

HALL

ROSEBROOK

COVERED

ARENA

ELY ARENA

A900

TYP.

TYP.

035 035 035 035 035

035 035

035035035 005005005005005005

005 005

TYP.

029 029

MAIN LAWN

/1 A020

EGRESS PATH

TO EXIT GATE

DIM POINT

CORNER OF (E) ARENA BLDG

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

/1

/2

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A R

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A001

SITE

DEVELOPMENT

PLAN

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

NORTH

LEGEND

0 10' 20' 40'

GENERAL NOTES

SCALE: 1" = 20'-0"A001

1. SITE PLAN

KEYNOTES

001 ACCESSIBLE PARKING STALLS W/ SIGNAGE. SIGNAGE

PER STATE STANDARDS.

002 8 FT HIGH CHAIN LINK FENCE. PROVIDE 20'-0"

SWINGING A.H.U ACCESS GATES AS SHOWN.

PROVIDE 3'-0" ACCESS GATE AS SHOWN.

005 PREFIN. DOWNSPOUT

009 NEW CONCRETE PAD FOR TRANSFORMER - VFY SIZE

& LOCATION PER ELECTRICAL

025 FIRE TRUCK LANE - SEE CIVIL DRAWINGS

028 GAS METER - SEE PLUMBING DRAWINGS

029 LINE OF ROOF ABOVE, TYP.

035 PAINTED STL. PIPE BOLLARD - SEE 1/A900

S O

S

ACCESSIBILITY COMPLIANCE CODES AND STANDARDS

2010 STANDARDS FOR ACCESSIBLE DESIGN (SAD) DEPT. OF JUSTICE

2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2018 INTERNATIONAL BUILDING CODE (IBC) CHAPTER 11 AS AMENDED BY AHJ

ACCESSIBILITY STANDARDS AND COMPLIANCE SUMMARY (PER LISTED ABOVE)

1. GENERAL EXCEPTIONS

203 LIMITED ACCESS SPACES AND MACHINERY SPACES.

• THIS PROJECT PROPOSES THE FOLLOWING “NON-OCCUPIABLE” SPACES THAT HAVE LIMITED MEANS

OF ACCESS, SUCH AS LADDERS OR VERY NARROW PASSAGEWAYS, AND THAT ARE VISITED ONLY BY

SERVICE PERSONNEL FOR MAINTENANCE AND WILL NOT COMPLY WITH THESE STANDARDS.

1. CRAWL SPACE FOR MECHANICAL EQUIPMENT.

203, 206 AND 215 EMPLOYEE WORK AREAS. COMMON USE CIRCULATION PATHS IN EMPLOYEE WORK

AREAS.

EMPLOYEE WORK AREAS IN NEW CONSTRUCTION AND ALTERATIONS ARE ONLY DESIGNED AND

CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER AND EXIT THE WORK

AREAS.

• EMPLOYEE WORK AREAS, OR PORTIONS OF EMPLOYEE WORK AREAS, THAT ARE LESS THAN 300

SQUARE FEET AND ARE ELEVATED 7 INCHES OR MORE ABOVE THE GROUND OR WHERE ELEVATION IS

ESSENTIAL TO THE FUNCTION OF THE SPACE, ARE EXEMPT.

• COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS THAT ARE LESS THAN 1,000

SQUARE FEET HAVE PERMANENTLY INSTALLED PARTITIONS, COUNTERS, CASEWORK, OR

FURNISHINGS ARE EXEMPT.

• KITCHENS IN QUICK SERVICE RESTAURANTS, COCKTAIL BARS, AND THE EMPLOYEE SIDE OF SERVICE

COUNTERS ARE COVERED BY THIS EXCEPTION.

• COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS THAT ARE AN INTEGRAL

COMPONENT OF EQUIPMENT ARE EXEMPT.

• COMMON USE CIRCULATION PATHS WITHIN LARGE PIECES OF EQUIPMENT IN FACTORIES, ELECTRIC

POWER PLANTS, AND AMUSEMENT RIDES ARE COVERED BY THIS EXCEPTION.

205 AND 309 OPERABLE PARTS /REACH RANGES.

ALL REQUIRED ACCESSIBLE FIXTURES AND ELEMENTS TO BE INSTALLED PER THE FIXTURE MOUNTING

DIAGRAM AND PER ALL APPLICABLE ACCESSIBILITY STANDARDS.

2. SITE DESIGN

206 AND CHAPTER 4 ACCESSIBLE ROUTES

• AT LEAST ONE ACCESSIBLE ROUTE IS PROVIDED WITHIN THE SITE FROM SITE ARRIVAL POINTS TO AN

ACCESSIBLE BUILDING ENTRANCE

• AT LEAST ONE ACCESSIBLE ROUTE CONNECTS ACCESSIBLE FACILITIES ON THE SAME SITE. THE

FOLLOWING EXCEPTION EXEMPTS SITE ARRIVAL POINTS:

1. ACCESSIBLE FACILITIES WITHIN THE SITE FROM THE ACCESSIBLE ROUTE REQUIREMENTS WHERE

THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY THAT DOES NOT PROVIDE

PEDESTRIAN ACCESS.

AREAS OF SPORT ACTIVITY.

AT LEAST ONE ACCESSIBLE ROUTE CONNECTS ALL ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS, AND

SPACES ON THE SAME SITE.

PUBLIC ENTRANCES.

AT LEAST SIXTY PERCENT (60%) OF PUBLIC ENTRANCES ARE ON AN ACCESSIBLE ROUTE.

• (3) PUBLIC ENTRANCES AND (2) PUBLIC ENTRANCES ARE ACCESSIBLE.

• (1) ACCESSIBLE ROUTE PROVIDED FROM EACH TYPE OF SITE ARRIVAL POINT PROVIDED, INCLUDING

ACCESSIBLE PARKING SPACES, ACCESSIBLE PASSENGER LOADING ZONES, PUBLIC STREETS AND SIDEWALKS, AND PUBLIC TRANSPORTATION STOPS, TO AN ACCESSIBLE PUBLIC ENTRANCE THAT

SERVES THE SITE ARRIVAL POINT.

208 AND 502 PARKING SPACES AND PER CHAPTER 11 OF IBC

MARKED ACCESSIBLE PARKING SPACES AND VAN PARKING SPACES WILL BE PROVIDED. SEE PARKING

SPACES SUMMARY ON SITE PLAN.

3. BUILDING COMPLIANCE

207 ACCESSIBLE MEANS OF EGRESS

ACCESSIBLE MEANS OF EGRESS (AMOE) PROVIDED PER THE NUMBER OF EXITS REQUIRED BY

APPLICABLE BUILDING CODES.

NUMBER OF EXITS REQUIRED - 4 PER BUILDING MIN.

NUMBER OF AMOE PROVIDED - 4 PER BUILDING MIN. LEVEL 1 AT LEVEL OF DISCHARGE HAS AMOE AS

DESCRIBED BELOW.

1. ACCESSIBLE ROUTE.

2. INTERIOR EXIT STAIRWAY

3. HORIZONTAL EXIT.

1009.8 TWO-WAY COMMUNICATION.

A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH

ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT

DISCHARGE COMPLYING WITH SECTIONS 1009.8.1 AND 1009.8.2

SECTIONS 903.3.1.2.1

COVERED BALCONIES OR PATIOS OF TYPE V CONSTRUCTION REQUIRE SPRINKLER PROTECTION.

1. 4" UNIT VISIBLE LETTERING - WITH A MIN. STROKE WIDTH OF 1/2" ON OR

ADJACENT TO THE DOOR

2. 6" BUILDING ADDRESS LETTERING - WITH A MIN. STROKE WIDTH OF 1" -

ILLUMINATED WITH 5FC MINIMUM.

SIGNAGE AS REQUIRED BY LOCAL AHJ

CARD

READER

TYPICAL

DOOR

OPENING

T O

C N

T R

L S

M A

X

9"

CL

ROOM ID

TACTILE

SIGNAGE

BASE OF

CHARACTER

M

A X

M

IN

C L

1. BUILDING AND SITE SIGNAGE PACKAGE MUST MEET ALL APPLICABLE STANDARDS

AND CODES AND PER AHJ.

2. RAISED CHARACTER AND BRAILLE EXIT SIGNS MUST BE PROVIDED AT ALL DOORS

LEADING TO AN AREA OF REFUGE, EXIT STAIRWAY OR RAMP, EXIT PASSAGE WAY

AND EXIT DISCHARGE.

3. THE FOLLOWING LOCATIONS SHOULD BE SIGNED WITH THE INTERNATIONAL

SYMBOL OF ACCESSIBILITY

A. ACCESSIBLE PARKING SPACES

B. ACCESSIBLE RESTROOMS

C. ACCESSIBLE LOADING ZONES

D. ACCESSIBLE ENTRANCES TO A BUILDING IF THE MAIN ENTRANCE IS NOT

ACCESSIBLE

ADA ACCESSIBLE SIGNAGE NOTES

PERMANENT ROOM ID

VISUAL (INFORMATIONAL)

EXEMPT (TEMPORARY)

TACTILE (ROOM NUMBER)

John Smith Director

Accounting

LIST NOT INTENDED TO BE INCLUSIVE OF ALL REQUIRED SIGNAGE)

ACCESSIBILITY DIRECTIONS-IBC 1111.1

ACESSIBLE MEANS OF EGRESS DIRECTIONAL SIGNAGE - IBC 1009.10

DELAYED EMERGENCY EXIT DOORS- IBC 1010.1.9.7

ELECTRICAL CONTROL ROOM-

ELEVATOR EMERGENCY SIGNS – IBC 3002.3

EXITS SIGNS -IBC 1011.1

FIRE DEPARTMENT CONNECTIONS -IFC 509.1

FIRE HOSE CABINET- IBC 905.7.1

FIRE PROTECTION EQUIPMENT ROOMS- IFC 509.1

FLOOR IDENTIFICATION- IBC 1023.9. & 1013.4

ASSEMBLY OCCUPANCY LOAD SIGNAGE PER IBC 1004.3

FIRE SEPARATION DISTANCE:

PER TABLE 705.8, UNLIMITED OPENINGS AREA WITH FIRE SEPARATION DISTANCE IS > 30', FROM EXTERIOR

WALL OF ALL SIDES OF BUILDINGS TO CENTERLINE OF PUBLIC RIGHT-OF-WAY

FIRE RESISTANCE RATING TABLE 601

PRIMARY STRUCTURAL FRAME (HOURS),

EXT BEARING WALLS (HOURS),

INTERIOR BEARING WALLS (HOURS),

FLOOR CONSTRUCTION (HOURS)

ROOF CONSTRUCTION

TYPE X

NO RATING

NO RATING

NO RATING

NO RATING

NO RATING

FIRE-RESISTANCE RATING (FRR) REQUIREMENTS FOR EXTERIOR WALLS (NONBEARING WALL &

PARTITIONS) BASED ON FIRE-SEPARATION DISTANCE (FSD) PER TABLE 602.

FSD Type

FSD < 5' ALL

5' ≤ FSD < 10' OTHERS

10' ≤ FSD < 30' OTHERS

FSD > 30' ALL

NOTES:

(FRR hours) A, B, E, F-2, I, R, S-2, U

(SEE NOTES)

1. TABLE 601 PERMITS NON BEARING WALLS TO BE 0 RATED. EXTERIOR WALLS ARE BEARING WALLS.

2. OPEN PARKING GARAGES COMPLING WITH 406 SHALL NOT BE REQUIRED TO HAVE AWALLS

FIRE-RESISTANCE RATING

INTERIOR FINISHES – MINIMUM FLAME SPREAD CLASSIFICATION PER TABLE 803.11

OCCUPANCY

INTERIOR EXIT STAIRS AND EXIT PASSAGEWAYS

CORRIDORS

ROOMS AND ENCLOSED SPACES

A-3

ROOFING SYSTEM AND COVERING – MINIMUM FIRE CLASSIFICATION PER TABLE 1505.1

TYPE

REQUIRED PROVIDED

x x

AUTHORITY HAVING JURISDICTION

CITY OF CANBY

BUILDING CODE SUMMARY

1-STORY MULTI-STORY BUILDING WITH MEZZANINE (TYPE II-B CONSTRUCTION)

2021 OREGON STRUCTURAL SPECIALTY CODE BASED ON 2018 INTERNATIONAL BUILDING CODE

2019 OREGON FIRE CODE BASED ON 2018 INTERNATIONAL FIRE CODE

2019 OREGON MECHANICAL SPECIALTY CODE BASED ON 2018 INTERNATIONAL MECHANICAL

CODE

2018 INTERNATIONAL FUEL GAS CODE (NATURAL GAS)

2020 OREGON PLUMBING SPECIALTY CODE (OPSC) | BASED ON THE 2021 UNIFORM PLUMBING

CODE

ASHRAE 90.1-2019, THE BASE MODEL CODE FOR THE ENERGY

2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) | BASED ON THE 2021 NATIONAL

ELECTRICAL CODE (NEC)2020

FIRE ALARM AND SPRINKLER CODES:

2013 NFPA 13 FOR FIRE SPRINKLERS

2013 NFPA 72 FOR FIRE ALARMS

EDIT PER PROJECT

CODE REQUIRED PLUMBING FIXTURES

OCCUPANCY GROUP TOTAL

OCC.

OCCUPANT

BREAKDOWN

WATERCLOSETS1 LAVATORIES DRINKING

FOUNTAINS

BATHTUBS/

SHOWERS

OTHER

FEMALEMALE FEMALEMALE FEMALEMALE

TOTAL REQUIRED2

TOTAL PROVIDED

1 URINALS ALLOWED TO SUBSTITUTE FOR WC COUNT UP TO 50% OF REQUIRED WC, PER IPC SECTION 424.2 2 FRACTIONALNUMBERS FOR EACH OCCUPANCY SUMMED, THEN ROUNDED UP TO WHOLE NUMBER, PER SECTION 2902.1.1

OCCUPANCY A-3

OCCUPANCY B

OCCUPANCY S

2,666

1,333

1,333

10.66

.12

.08

20.50

.12

.08

6.67

.08

.08

6.67

.08

.08

5.33

.03

.02

-2,746

AREA AND HEIGHT BASED ON OCCUPANCY, WITH SPRINKLER SYSTEM:

ALLOWABLE BUILDING HEIGHT PER TABLE 504.3 - 55 FT

MAXIMUM BASE HEIGHT PER ZONING DEVELOPMENT STANDARDS ZONE- R-2

ALLOWABLE NUMBER OF STORIES PER TABLE 504.4 - 2

ALLOWABLE AREA PER CALCULATION BELOW:

NS, TABULAR ALLOWABLE AREA FACTOR FOR NON-SPRINKLERED BLDG. PER TABLE 506.2 -

At, TABULAR ALLOWABLE AREA FACTOR (SM) PER TABLE 506.2 - 38,000

SM - SPRINKLERED BLDG. WITH 2 OR MORE STORIES ABOVE GRADE PLANE -

If, FRONTAGE INCREASE -

PUBLIC RIGHT OF WAY ON ALL SIDES, MAXIMUM FRONTAGE INCREASE, - 9,500

Aa, BLDG ALLOWABLE AREA PER SECTION 506.2.1 = [At + (NS x If)] At = 38,000 (A3 – One-story above grade plane)

NS = 9,500

If = [F/P-0.25]W/30 (per 506.3.3)

* W= (L1 x w1 + L2 x w2 + L3 x L3)/F (Equation 5-4) per 506.3. Calculated weighted average for four sides that provide ≥ 20 feet Aa = 38,000 + (9,500 x 0.75) Aa = 38,000 + 7,125 Aa = 45,125 SF Allowable Area BUILDING TOTAL FIRE AREA: MEZZ: 1217 SF +

CANOPY PROJECTION 1534 SF

BUILDING TOTAL FIRE AREA : 44,731 SF < BUILDING ALLOWABLE AREA = 45,125 SF

ACTUAL FLOOR AREA BY LEVEL = 41,980 SF < ALLOWABLE FLOOR AREA BY LEVEL = 45,125 SF

EXIT

68"

41.4"

EXIT

68"

41.4"

EXIT

68"

41.4"

EXIT

68"

41.4"

1/3 OF DIAGONAL SEPARATION

133'-11"

(207)

(207)

(207) (207)

(207) (207) (208) (208) (208)

(207)

OCCUPANCY GROUP: (CHAPTER 3):

A-3, S-1 (SEE CODE ANALYSIS PLANS)

CONSTRUCTION TYPE:

REQUIRED: V-B

PROPOSED: II-B

BASIC ALLOWANBLE FLOOR AREA: (TABLE 503, SEC.503):

A-3: 35,180 SF/2 STORIES

S-1: 3,260 SF/2 STORIES

F-1: 640 SF/2 STORIES

AREA MODIFICATIONS: (SEC.506):

Aa = At + [(At x If)/100] + [(At + Is)/100] If = % INCREASE DUE TO FRONTAGE Is = % INCREASE DUE TO SPRINKLER PROTECTION

FRONTAGE:

If = 100[(F/P) - 0.25] x W/30 = 100x (372' / 372' - 0.25) x 30' / 30' = 75%

AUTOMATIC SPRINKLER SYSTEM: (SEC.506.3, 903.3.1.1):

ONE STORY (A-3) - SPRINKLERED (200% INCREASE)

TOTAL ACTUAL PROPOSED BUILDING AREA:

42,890 SF

ALLOWABLE BUILDING AREA: (SEC.506):

ASSEMBLY, MULTIPURPOSE (A-3): 1,104 SF, OK

STORAGE (S-1): 3,616 SF, OK

BUISNESS. (F-1): 1,142 SF, OK

OCCUPANT LOAD: (SEC.1004 & TABLE 104.1.1)

SEE CODE ANALYSIS PLANS.

BUILDING HEIGHT:

TYPE II-B: 55'

ACTUAL:

TYPE II-B: 32', OK

ALLOWABLE (SEC 503, 504):

ACTUAL NUMBER OF STORIES (SEC.502)

SPRINKLER INCREASE ONE STORY (SEC.506) TOTAL ALLOWABLE NO. OF STORIES:

TYPE II-B: 2 STORIES, OK

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

/1

/2

:0

:2

P

M A u to d e s k D o c s /2

C la c k a m a s C o u n ty

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/2

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A R

C H

R

.r v t

Author

A100

CODE ANALYSIS

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

ACCESSIBILTY COMPLIANCE SPECIAL CODE REQUIREMENTS & NOTES

ADA ACCESSIBLE SIGNAGE

REQUIRED FIRE LIFE SAFETY SIGNAGE

CODE LIFE SAFETY ANALYSIS BUILDING CODE INFORMATION

APPLICABLE BUILDING CODE (OR)

PROPOSED ALT MEANS OR APPEALS ACCEPTED

PLUMBING CALCULATIONS

BUILDING CODE ANALYSIS

LEVEL 1 - MULTI-PORPOSE ROOM

BUILDING INFORMATION

UNDER R

EVIE

W B

Y L

RS

VERTICAL CHANGE IN

LEVEL

/4

M

A X

BEVELED CHANGE IN

LEVEL (a)

/4

M

A X

/2

M

A X

BEVELED CHANGE IN

LEVEL (b)

/4

/2

67" MIN

(a) CIRCULAR (b) T-SHAPED - OPTION 3

64" MIN

M

IN

M

IN

12" MIN

40" MIN

12" MIN

M

IN

NOTE: IT IS RECOMMENDED THAT TOLERANCES BE BUILT INTO THE DESIGN FOR ALL CRITICAL DIMENSIONS TO AID IN CONSTRUCTABILITY

(b) T-SHAPED - OPTION 2

64" MIN

M

IN

M

IN

11" MIN

42" MIN

11" MIN

M

IN

(b) T-SHAPED - OPTION 1

68" MIN

M

IN

M

IN

16" MIN

36" MIN

16" MIN

M

IN

CLEARANCE OF

KNEE / TOE OVERLAP

M A

X

EXIST BLDG

60" MIN

APPROACH DIRECTION PERPENDICULAR TO DOORWAY

PARALLEL TO DOORWAY

(BEYOND LATCH UNLESS NOTED)

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

FROM FRONT

FROM FRONT

FROM HINGE SIDE

FROM HINGE SIDE

60"

52" 5

60"

54"

18"

0" 3

36"

42"

1 ADD 6 INCHES IF CLOSER AND LATCH PROVIDED.

2 ADD 6 INCHES IF CLOSER PROVIDED.

3 ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCHED PROVIDED.

4 BEYOND HINGE SIDE

5 IN EXISTING BUILDINGS AND FACILITIES, THE DIMENSION PERPENDICULAR TO THE DOOR OR GATE FOR THE

FRONT DIRECTION ON THE PUSH SIDE SHALL BE 48 INCHES (1220 MM) MINIMUM

FROM HINGE SIDE

FROM LATCH SIDE

FROM LATCH SIDE

DOOR SIDE

PULL

PUSH

PULL

PULL

PUSH

PULL

PUSH

42" 1

48" 2

42" 2

22" 4

24"

24"

TYPE OF USE

CL

M A

X T

O S

P O

U T

M

IN

PLAN

TO SIDE WALL

15" MIN

M A

X

M

IN

CL

T O

S P

O U

T

M A

X

M

IN

M

A X

T O

S P

O U

T

M

IN

T

O

ELEVATION

NOTE:

1. KNEE CLEARANCE PER ANSI 306.

2. PROVIDE CANE DETECTION BELOW DRINKING FOUNTAINS IF

LEADING EDGE OF FIXTURE IS GREATER THAN 27" AFF

CLEAR FLOOR

SPACE

CENTERED

ON ACCESSIBLE

FIXTURE

M

IN

30" MIN

EXCEPTIONS:

1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4½" MAX.

2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MIN ABOVE THE FINISH FLOOR

OR GROUND.

4" MAX

X

M

IN

M A

X

M

IN

LIMITS OF PROTRUDING OBJECTSVERTICAL CLEARANCE

UNOBSTRUCTED

FORWARD REACH

M

IN

M A

X

20" MAX

M A

X

M A

X

>20" - 25" MAX

OBSTRUCTED

HIGH FORWARD REACH

10" MAX

M

IN

M A

X

UNOBSTRUCTED

SIDE REACH

M A

X

M A

X

10" MAX

M A

X

>10" - 24" MAX

M A

X

OBSTRUCTED

HIGH SIDE REACH

SIZE OF CLEAR

FLOOR SPACE

POSITION OF CLEAR

FLOOR SPACE

(b) PARALLEL

(a) FORWARD

APPROACH

X

36" MIN

(a) FORWARD

(b) PARALLEL

APPROACH

X

60" MIN

MANEUVERING

CLEARANCE IN AN ALCOVE

WHERE REQUIRED

CL OF FIXTURE

WHERE REQUIRED

CL OF FIXTURE

M

IN

30" MIN

12"

RECOMMENDED SIDE

REACH

24" E

X

IS

T B

L D

G

M

IN

PAPER TOWEL

DISPENSER/

RECEPTACLE

COAT/ UTILITY/

ROBE HOOK

SOAP

DISPENSER

HAND

DRYER

O P

E R

A B

L E

P A

R T

M A

X

C L

M A

X

MIRROR @

LAVATORY

M

IN

BATH TOWEL

BAR

LAV

MIRROR IN DRESSING,

FITTING, AND LOCKER ROOMS

MIN

18"

M

IN

TOILET SEAT

COVER

BABY CHANGING

STATION

C L

W O

R K

S U

R F

A C

E

M A

X

M

IN

SANITARY NAPKIN

DISPENSER

O P

E R

A B

L E

P A

R T

M A

X

C L

SANITARY NAPKIN

DISPOSAL

O P

E R

A B

L E

P A

R T

M

IN

MEDICINE

CABINET

U S

A B

L E

S H

E L F

M A

X

M A

X

MEASURED TO

REFLECTIVE

SURFACE PER

A117.1 §603.3

HAND TOWEL

RING

P R

E F

E R

R E

D

M A

X

M A

X O

V E

R

P

O J E

C T

IO

N

/C

U

N T

*LIMIT PROJECTIONS TO 4" BETWEEN 27" AND 80"

* DIAGRAM ASSUMES NO PROJECTIONS REFER TO "F" FOR REACH RANGE REQUIREMENTS AT PROJECTIONS

P R

E F

E R

R E

D F

O R

A D

A

M

IN

A N

D

M A

X T

O P

F

E R

A B

L

A R

T

C O

N T

R O

CL

CENTERLINE

OF CLEAR

FLOOR SPACE

C L

WALL

MOUNTED FIRE

EXTINGUISHER

FIRE ALARM

PULL STATION

C A

B L

O C

K

M

A X

B

A C

K E

T

M

A X

T O

P E

R N

F P

A

M A

X

H A

N D

L E

P E

R N

F P

A

M

A X

T O

ELECTRICAL

OUTLETS / WALL

SWITCHES

ALIGN ADJACENT

OUTLETS / SWITCHES

ELECTRICAL OUTLET

@ 34" H x 24" DEEP

COUNTER

T .O

D

E V

IC

E

FIRE

EXTINGUISHER

CABINET

T .O

D

E V

IC

E

M A

X

THERMOSTAT

(ENVIRONMENTAL

CONTROL)

T .O

S

H E

L F

C L

CLOSET SHELF

AND ROD

FIRE ALARM

STROBE LIGHT

M A

X

B .O

P

A R

C E

L

M

IN

U S

P S

L O

C K

M A

X

C L

MAILBOXES

T O

P S

W

IT

C H

M

A X

T O

C L

CIRCUIT PANEL

(IF PUBLIC ACCESSIBLE)

T .O

D

E V

IC

E

C L

EMERGENCY

POWER OFF

PUSH BUTTON

M A

X

ANNUNCIATOR

PANEL

INTERCOM

STATION

B U

T T

O N

T

O

MOUNTED

PHONE

O R

P E

R N

F P

A

M A

X

CALL BOX/

DOOR ACCESS

O R

B E

L O

W C

L G

O

R P

E R

N F

P A

* CLEAR FLOOR SPACE FOR PARALLEL OR FORWARD APPROACH TO BE PROVIDED AND CENTERED ON THE FIXTURE

T O

P O

F A

U

T T

O N

S

M

IN

A N

D

M A

X T

F

O

P E

R A

B L E

P A

R T

C

O N

T R

O

M

T O

P O

F B

O X

M A

X

T O

P O

F B

O X

M A

X

R E

C O

M M

E N

D E

D

B .O

T

E N

A N

T

M

IN

ELEVATION

TOE CLEARANCE

17" - 25"

M

IN

6" MAX

PLAN

M

IN

25" MAX

8" MIN

M

IN

11" MIN

M

IN

ELEVATION

KNEE CLEARANCE

PLAN

CL

T O

P O

F B

A R

T Y

P

B O

T T

O M

O F

B A

R

' T

Y P

M

IN

PLAN

ELEVATIONS

CL

M

IN

W A

L L

M O

U N

T E

D

M

IN

F L O

O R

M O

U N

T E

D

60" MIN

GRAB BARS,

TYP. SEE

ELEVATIONS

MIN

24"

MIN

12" 6" MAX

CL

T O

P O

F B

A R

T Y

P

OBSTRUCTION

60" MIN TO

WALL,

PARTITION,

OR OTHER

36" MIN

CL

TO OBSTRUCTION

56" MIN. WALL MOUNTED

59" FLOOR MOUNTED

39"-41"

12" MAX 42" MIN

TOILET PAPER DISPENSER

T O

P O

F S

E A

T

AUTO

FLUSH

CONTROL

SENSOR

VALVE (IF

SPEC'D)

54" MIN

18" MAX.

16" MIN.

M A

X

24" MIN

36" MAX

SIDE WALL GRAB BARS

M

IN

REAR WALL GRAB BARS

7"-9"

CL

CENTER OF TP

PER A117.1| -2009 -

PROTRUDING TP

42" MAX

1 1/2" MIN

BETWEEN

GRAB BAR FOR

PROTRUDING

DISPENSERS

CENTER OF

RECESSED TP PER

ANSI

CENTER OF TP

DISPENSER PER

2010 SAD 604.5

57"45"

*COORDINATE GRAB BAR HEIGHT WITH SENSORS OR OTHER CONTROLS

GRAB BARS PER 609 PROVIDE

REQ BACKING AT ALL GRAB

BARS TYP, CENTER 8"

BLOCKING ON GRAB BARS

M

IN

W

IT

H

C

M

P A

R T

M E

N T

S

CL

PLAN

CL

ELEVATION

CLEAR FLOOR

SPACE CENTERED

ON ACCESSIBLE

URINAL

F L

U S

H C

O N

T R

O L

M

A X

T O

T O

R

IM

M A

X

/2

M

IN

32" CLR

URINAL SCREEN

WHEN OCCURS

CL

30" MIN

M

IN

*REFER TO INTERIOR ELEVATIONS FOR MOUNTING OF

NON-COMPLIANT URINAL

2 1/2" MAX 15" - 16"

M A

X

22" - 23"

M A

X

/2

RECTANGULAR

SHOWER SEAT

2 1/2" MAX 15" - 16"

M A

X

15" - 16"

M A

X

/2

L-SHAPED

SHOWER

SEAT

PLAN

ELEVATIONS

BACK WALL END WALL

B A

K

W

A L

L

CLR

60" MIN

S

ID

E W

A L

L (W

S

E A

T

S

ID

E W

A L

L

ADJUSTIBLE VERTICAL BAR OR

FIXED HAND HELD SHOWER

SPRAY UNIT W/ 59" MIN HOSE.

48" MAX AFF

T O

P O

F B

A R

CLR

30" MIN

E N

D W

A L

L

BACK WALL

60" MIN

NOTE: INSIDE

FINISHED

DIMENSIONS

MEASURED AT

THE CENTER

POINTS OF

OPPOSING

SIDES

E N

D W

A L

L

CLR

60" MIN

C L R

M

IN

REQ'D

FOLDING OR

NON-FOLDING

SEAT 6" MAX

T O

P O

F B

A R

T O

P O

F S

E A

T

27" MAX

CONTROL

LOCATION

BETWEEN 38"

MIN - 48" MAX

M

IN

6" MAX

MIN

16"

SEAT WALL

36" CLR

B A

C K

W A

L L

VERIFY

BLOCKING REQ

WITH MANF

GRAB BAR

1/2" MAX LIP

PER SECTION

303 ( REFER TO

DIAGRAM "C" )

GRAB BAR

(LENGTHS

VARY)

PROVIDE REQ

BACKING AT ALL

GRAB BARS TYP

4" MAX

C L C L

CENTER 8"

BLOCKING ON

GRAB BARS

*IN LIEU OF PROVIDING BLOCKING AT LOCATIONS SHOWN, A FULLY BACKED BATHTUB/SHOWER SURROUND MAYBE PROVIDED. VERIFY WITH MANF.

1. ALL INFORMATION SHOWN IS PER ANSI STANDARD

A117.1 _ 2017 ACCESSIBLE AND USABLE BUILDINGS

AND FACILITATES AND THE 2017 " STANDARDS FOR

ACCESSIBILITY DESIGN" GUIDE.

2. ALL DIMENSIONS INDICATED ON THIS SHEET ARE

CLEAR MINIMUM TO FACE OF FINISH, INCLUDING

FLOOR BASE.

3. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON

THIS PROJECT.

4. COMPLY WITH THIS SHEET AT ALL APPLICABLE

LOCATIONS.

5. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO

ENSURE CONFORMANCE WITH REQUIRED MOUNTING

HEIGHTS.

6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS

AS REQUIRED FOR PROPOSED AND FUTURE

ACCESSORIES AND GRAB BARS MOUNTING FIXTURES.

7. PROVIDE GYPSUM WALL BOARD FINISH BEHIND

BATHING FIXTURES AT WALLS DESIGNATED ON

FLOOR PLANS AS FIRE RESISTIVE. NAILING FLANGES

TO BE COVERED WITH ADDITIONAL WALL BOARD

FINISH TO EXTEND TO CEILING AND ADJACENT WALLS

8. ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR

SPACE AS INDICATED ON THIS SHEET.

9. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS

CLEAR FLOOR SPACE.

A. EXCEPTION: DRAINS MAY RESIDE IN CLEAR

FLOOR SPACE PROVIDED DRAIN HOLES DO NOT

EXCEED 1/2" DIA. MAXIMUM; FLOOR SLOPE DOES

NOT EXCEED 2% IN ANY DIRECTION; AND THE

ELEVATION CHANGE AT THE DRAIN LIP DOES NOT

EXCEED 1/8".

10. OPERABLE PARTS SHALL BE OPERABLE WITH ONE

HAND AND SHALL NOT REQUIRE TIGHT GRASPING,

PINCHING, OR TWISTING OF THE WRIST. THE FORCE

REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE

5.0 POUNDS MAXIMUM.

11. REFER TO CODE ANALYSIS A100 SERIES FOR

GENERAL SCOPING OF ACCESSIBILITY

REQUIREMENTS AND SIGNAGE

M

IN

M

IN

MIN

8"

PROVIDE A SHIELD OR

PIPE PROTECTION

KNEE CLEARANCE

TOE CLEARANCE

M A

X

17" MIN

MAX

6"

* EQUIPMENT PERMITTED IN

SHADED AREA - 606.2(A)

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

/1

/2

:0

:2

P

M A u to d e s k D o c s /2

C la c k a m a s C o u n ty

F a ir M u lt i-

P u rp o s e

B u ild in g

/2

C la c k a m a s F a ir g ro u n d s

A R

C H

R

.r v t

LRS

A101

ADA

ACCESSIBILITY

COMPLIANCE

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

C FLOOR SURFACES & CHANGES IN LEVELB TURNING SPACE

A MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS

G DRINKING FOUNTAINF PROTRUDING OBJECTSE REACH RANGES

H CLEAR FLOOR SPACE K RESTROOM FIXTURE MOUNTING HEIGHTS

M GENERAL FIXTURE MOUNTING HEIGHTS

D KNEE & TOE CLEARANCE

L WATER CLOSET

P URINALN SHOWER SEATS O STANDARD ROLL-IN-TYPE SHOWER

GENERAL NOTES

J SINK FRONT APPROACH

UP

O

S

SPACE CONDITIONING CATAGORIES:

NON-RESIDENTIAL CONDITIONED

SPACE

BUILDING ENVELOPE:

CONTINUOUS AIR BARRIER LINE

EXTERIOR ENVELOPE

SEMI-EXTERIOR ENVELOPE

DAYLIGHTING ZONES:

1 2 3 4 5

6 7 8 9 10 11 12

B

A

C

Area

2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

CONSTRUCTION PROVISIONS ARE BASED ON ANSI/ASHRAE/IES STANDARD 90.1-2019 W/ OREGON MODIFICATIONS

ENERGY CODE NOTES AND CALCULATIONS:

GENERAL COMPLIANCE PATH

1. ENERGY COMPLIANCE FOR PROPOSED BUILDING BASED ON COMPLIANCE WITH ASHRAE 90.1 SECTIONS

5,(BUILDING ENVELOPE), 6 (HVAC), 7 (SERVICE WATER HEATING), 8 (POWER), 9 LIGHTING) AND 10 (OTHER)

OR

2. SECTION 11, ENERGY COST BUDGET METHOD

OR

3. NORMATIVE APPENDIX G, PERFORMANCE METHOD

BUILDING ENVELOPE COMPLIANCE PATH

BUILDING COMPLIANCE BASED ON

1. PRESCRIPTIVE BUILDING ENVELOPE COMPLIANCE PATH PER ASHRAE 90.1 SECTION 5.5

OR

2. BUILDING ENVELOPE TRADE-OFF COMPLIANCE PATH PER ASHRAE 90.1-2019 SECTION 5.7.

REFER TO COMCHECK COMPLIANCE REPORT FOR PROPOSED MINIMUM/MAXIMUM THERMAL AND ENERGY

PERFORMANCE REQUIREMENTS FOR COMPLIANCE WITH ENERGY CODE.

REQUIREMENTS FOR ALL COMPLIANCE PATHS: ASHREA 90.1 SECTION 5.1, 5.4, 5.7, 5.8 & 5.9

VERTICAL FENESTRATION AREA CALCULATION

NET EXTERIOR ABOVE GRADE WALL AREA = 22,553 SF

TOTAL VERTICAL FENESTRATION AREA = 576SF

VERTICAL FENESTRATION TO WALL AREA RATIO = 3%

MANDATORY BUILDING ENVELOPE PROVISIONS (ASHRAE 90.1 SECTION 5.4)

INSULATION

INSULATION SHALL COMPLY WITH MINIMUM PRODUCT INFORMATION AND INSTALLATION REQUIREMENTS PER

ASHRAE 90.1 SECTION 5.8.1 & PROJECT MANUAL.

FENESTRATION AND DOOR

FENESTRATION AND DOORS SHALL COMPLY WITH MINIMUM PRODUCT LABELING AND RATING REQUIREMENTS PER ASHRAE 90.1 SECTION 5.8.2. REFER TO DOOR & WINDOW TYPES, SCHEDULES, AND PROJECT MANUAL FOR SPECIFIC

REQUIREMENTS FOR PROPOSED FENESTRATION AND DOOR ASSEMBLIES.

VESTIBULES

VESTIBULES ARE PROVIDED AT BUILDING ENTRANCES PER ASHRAE 90.1 SECTION 5.4.3.3.

VESTIBULES NOT REQUIRED PER EXCEPTIONS AT THE FOLLOWING CONDITIONS:

1. DOORS NOT INTENDED TO BE USED AS BUILDING ENTRANCES

2. DOORS ENTERING DIRECTLY TO DWELLING UNITS

3. DOORS OPENING INTO SEMIHEATED SPACES

4. DOORS THAT OPEN DIRECTLY FROM A SPACE THAT IS LESS THAN 3000 SF IN AREA AND IS SEPARATE FROM

THE BUILDING ENTRANCE.

5. SELF-CLOSING DOORS THAT HAVE AN AIR CURTAIN COMPLYING WITH ASHREA 90.1 SECTION 10.4.5

AIR LEAKAGE - MANDATORY

AIR LEAKAGE CONTROL FOR THE BUILDING ENVELOPE:

1. EXTERIOR BUILDING ENVELOPE SHALL HAVE A CONTINUOUS AIR BARRIER THAT COMPLIES WITH: ASHRAE 90.1

SECTION 5.4.3.1.1 & 5.4.3.1.2

2. MATERIALS AND ASSEMBLIES THAT ARE PART OF CONTINUOUS AIR BARRIER ENVELOPE SHALL COMPLY WITH MINIMUM REQUIREMENTS OF ASHRAE 90.1 SECTION 5.8.3. REFER TO DRAWINGS, AND PROJECT MANUAL FOR SPECIFIC REQUIREMENTS FOR PROPOSED CONTINUOUS AIR BARRIER, FENESTRATION AND DOOR ASSEMBLIES.

3. AIR BARRIER SHALL EITHER BE A) TESTED, OR B) VERIFIED.

A. WHOLE BUILDING PRESSURIZATION TESTING, IF SELECTED AS COMPLIANCE PATH (SEE BELOW), SHALL BE

CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY INDEPENDENT THIRD PARTY. 2021 OEESC BLOWER DOOR RESULTS REPORTING FORM IS REQUIRED TO BE SUBMITTED TO LOCAL BUILDING OFFICIAL AFTER TESTING TO OBTAIN CERTIFICATE OF OCCUPANCY FOR BUILDING. THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN. OF WATER, WITH THIS AIR LEAKAGE RATE NORMALIZED BY THE SUM OF THE

ABOVE-GRADE AND BELOW-GRADE BUILDING ENVELOPE AREAS OF THE CONDITIONED SPACE AND

SEMIHEATED SPACE.

B. BUILDING ENVELOPE VERIFICATION AND INSPECTION, IF SELECTED AS COMPLIANCE PATH (SEE BELOW), SHALL BE CONDUCTED IN ACCORDANCE WITH ASHRAE SECTION 5.9.1 & 4.2.5.1. COMMISSIONING OF ENERGY PERFORMANCE OF BUILDING ENVELOPE IN ACCORDANCE WITH ASHRAE 90.1 SECTION 4.2.5.2 WITH

REPORTING COMPLYING WITH ASHRAE 4.2.5.2.2

4. SEE SELECTED AIR BARRIER COMPLIANCE PATH BELOW

5. DESIGN AND INSTALLATION SHALL MEET MINIMUM REQUIREMENTS PER ASHRAE 90.1 SECTION 5.4.3.1.2 AND THE

CONSTRUCTION DRAWING DETAILS AND PROJECT MANUAL.

TABLE 5.5-4 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4C

NOTES:

a. WHEN USING THE R-VALUE METHOD FOR METAL BUILDING ROOFS, A THERMAL SPACER BLOCK IS REQUIRED

(SEE SECTION A2.3.2)

b. PROPOSED THERMAL VALUES INDICATED ARE MINIMUM/MAXIMUM VALUES BASED ON PRESCRIPTIVE BUILDING ENVELOPE COMPLIANCE PATH OR BUILDING ENVELOPE TRADE-OFF COMPLIANCE PATH. TABLE INDICATES PROPOSED MIN/MAX VALUES ONLY, REFER TO BUILDING PLANS, SECTIONS, ASSEMBLY TYPES, DOOR & WINDOW TYPES, AND SCHEDULES FOR ACTUAL THERMAL PERFORMANCE REQUIREMENTS FOR

INDIVIDUAL BUILDING COMPONENTS.

c.i. = CONTINUOUS INSULATION, NR = NO (INSULATION) REQUIREMENT, FC = FILLED CAVITY, Ls = LINEAR SYSTEM, 1 INCH .= 25.4 MM.

*REFERENCE ANSI/ASHRAE/IES STANDARD 90.1-2019 FOR ADDITIONAL NOTES AND REQUIREMENTS

2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

CONSTRUCTION PROVISIONS ARE BASED ON ANSI/ASHRAE/IES STANDARD 90.1-2019 W/ OREGON MODIFICATIONS

ROOFS

INSULATION

ENTIRELY ABOVE DECK

METAL BUILDINGa

ATTIC AND OTHER

WALLS, ABOVE GRADE

MASS

METAL BUILDING

STEEL FRAMED

WOOD FRAMED AND OTHER

WALL, BELOW GRADE

BELOW-GRADE WALL

FLOORS

MASS

STEEL JOIST

WOOD-FRAMED AND OTHER

SLAB-ON GRADE FLOORS

UNHEATED

HEATED

OPAQUE DOORS

SWINGING

NON-SWINGING

MAX ASSEMBLY

VALUE

U-0.032 U-0.037

U-0.021

U-0.104 U-0.060 U-0.064 U-0.064

C-0.119

U-0.057 U-0.038 U-0.033

F-0.520 F-.0.843

U-0.370 U-0.310

INSULATION

MIN. R-VALUE

R-30 c.i.

R-19 + R-11 Ls or R-25 + R-8 Ls R-49

R-9.5 c.i.

R-0 + R-15.8 c.i.

R-13 + R-7.5 c.i.

R-13 + R3.8 c.i or R-20

R-7.5 c.i.

R-14.6 c.i.

R-30 R-30

R-15 for 24 in.

R-20 for 24 in.

PROPOSEDa

MAX ASSEMBLY VALUE

OR

MIN. R-VALUE

NON-RESIDENTIAL CONDITIONED AREAS

FENESTRATION (PRESCRIPTIVE OPTION)

ASSEMBLY

MAX

U-VALUE

0.36 0.45 0.63

0.50

MAX

SHGC

0.36 0.33 0.33

0.40

MIN

VT/SHGC

1.10 1.10 1.10

NR

ASSEMBLY

MAX

U-VALUE

0.# 0.# 0.# 0.#

MAX

SHGC

0.# 0.# 0.# 0.#

MIN

VT/SHGC

1.# 1.# 1.# 1.#

PROPOSEDe

OPAQUE ELEMENTS (PRESCRIPTIVE OPTION)

VERTICAL FENESTRATION

(MAX 40% OF WALL AREA)

FIXED

OPERABLE

ENTRANCE DOOR

SKYLIGHT

(MAX 3% OF ROOF AREA)

ALL TYPES

HVAC COMPLIANCE PATH (SELECT ONE OPTION AND DELETE OTHERS)

MECHANICAL EQUIPMENT AND SYSTEMS PROVIDING HEATING, COOLING, VENTILATION , OR REFRIGERATION SHALL

MEET BUILDING COMPLIANCE REQUIREMENTS BASED ON ASHRAE 90.1 SECTION 6.2.1 USING:

- (SECTION 6.3) SIMPLIFIED APPROACH OPTION FOR HVAC SYSTEMS (BUILDING IS 2 STORIES OR LESS, HAS LESS THAN 24,000 GROSS SF, AND HVAC EQUIPMENT WILL COMPLY WITH ASHRAE SECTION 6.3.2 CRITERIA)

- (SECTION 6.5) PRESCRIPTIVE COMPLIANCE PATH WITH (SECTION 6.4) MANDATORY PROVISIONS

REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

SERVICE WATER HEATING COMPLIANCE PATH

SERVICE WATER HEATING SYSTEMS & EQUIPMENT SHALL MEET BUILDING COMPLIANCE REQUIREMENTS BASED ON

ASHRAE 90.1 SECTION 7.2.1

REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

POWER COMPLIANCE PATH

POWER DISTRIBUTION SYSTEMS SHALL MEET BUILDING COMPLIANCE REQUIREMENTS BASED ON ASHRAE 90.1

SECTION 8.2.1

REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

LIGHTING COMPLIANCE PATH (SELECT ONE OPTION AND DELETE OTHERS)

INTERIOR SPACE LIGHTING SYSTEMS & EXTERIOR LIGHTING SYSTEMS POWERED THE BUILDING'S ELECTRICAL SERVICE SHALL MEET BUILDING COMPLIANCE REQUIREMENTS BASED ON ASHRAE 90.1 SECTION 9.2.1 USING

- (SECTION 9.3) SIMPLIFIED BUILDING METHOD COMPLIANCE PATH (BUILDING FLOOR AREA IS AT LEAST 80%

OFFICE, RETAIL OR SCHOOL USE AND IS LESS THAN 25,000 GROSS SF)

- (SECTION 9.5) BUILDING AREA METHOD COMPLIANCE PATH WITH (SECTION 9.4) MANDATORY REQUIREMENTS

- (SECTION 9.6) ALTERNATIVE COMPLIANCE PATH: SPACE-BY-SPACE METHOD WITH (SECTION 9.4) MANDATORY

REQUIREMENTS

REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

OTHER EQUIPMENT COMPLIANCE PATH

OTHER EQUIPMENT SYSTEMS (ELECTRICAL MOTORS, SERVICE WATER PRESSURE-BOOSTERS, ELEVATORS, AIR CURTAINS, WHOLE BUILDING ENERGY MONITORING, AND PUMPS) SHALL MEET BUILDING COMPLIANCE

REQUIREMENTS BASED ON ASHRAE 90.1 SECTION 10.2.1

REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

ENERGY CODE COMPLIANCE PATHS FOR BUILDING SYSTEMS PER ASHRAE 90.1-2019

WITH OREGON MODIFICATIONS

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

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Author

A103

ENERGY CODE

COMPLIANCE

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

AIR BARRIER LEGEND

O S

U

IL

D

IN

G C

O D

SCALE: 1/16" = 1'-0"A103

LEVEL 1

BUILDING ENVELOPE - ENERGY CODE COMPLIANCEENERGY CODE COMPLIANCE TABLES

BUILDING SYSTEM ENERGY CODE COMPLIANCE

OREGON ENERGY CODE / ASHRAE 90.1 - 2019

AIR BARRIER AND INSULATION COMPLIANCE DOCUMENTATION-

INDEPENDENT VERIFICATION

PURSUANT TO SECTIONS 4.2.5, 5.4.3, 5.7.3, 5.8.3, 5.9, OF ASHRAE 90.1 - 2019

• AIR BARRIER COMPLIANCE WILL BE DEMONSTRATED BY INDEPENDENT VERIFICATION.

• THE INDEPENDENT VERIFIER IS IDENTIFIED IN THE CONSULTANT LIST ON THE TITLE SHEET.

• THE AIR BARRIER AND INSULATION LOCATION IS SHOWN IN THE DRAWINGS. THE MATERIALS ARE

DOCUMENTED IN THE SPECIFICATIONS.

• THE PROTOCOL FOR INDEPENDENT VERIFICATION IS DOCUMENTED IN THE SPECIFICATIONS.

• THE CONTRACTOR WILL INSTALL THE AIR BARRIER AND WILL PROVIDE ACCESS TO THE WORK AND

SCHEDULE INFORMATION TO THE INDEPENDENT VERIFIER.

• THE INDEPENDENT VERIFIER HAS DOCUMENTED A REVIEW OF THE CONSTRUCTION DOCUMENTS TO

VERIFY COMPLIANCE WITH THE REQUIREMENTS OF THE STATE BUILDING CODE.

• THE INDEPENDENT VERIFIER WILL PROVIDE FIELD VERIFICATION OF THE CONTINUOUS AIR BARRIER

MATERIALS AND ASSEMBLIES DURING CONSTRUCTION, AND WILL SEND OWNER, ARCHITECT,

CONTRACTOR, AND AHJ A REPORT INCLUDING THE RESULTS OF AIR BARRIER VERIFICATION OF THE

BUILDING ENVELOPE WITHIN 90 DAYS OF BUILDING ENVELOPE ACCEPTANCE.

OREGON ENERGY CODE / ASHRAE 90.1 - 2019

AIR BARRIER AND INSULATION COMPLIANCE DOCUMENTATION-

INDEPENDENT TESTING

PURSUANT TO SECTIONS 4.2.5, 5.4.3, 5.7.3, 5.8.3, 5.9, OF ASHRAE 90.1 - 2019

• AIR BARRIER COMPLIANCE WILL BE DEMONSTRATED BY INDEPENDENT TESTING.

• THE INDEPENDENT TESTING AGENCY IS IDENTIFIED IN THE CONSULTANT LIST ON THE TITLE SHEET.

• THE AIR BARRIER AND INSULATION LOCATION IS SHOWN IN THE DRAWINGS. THE MATERIALS ARE

DOCUMENTED IN THE SPECIFICATIONS.

• THE PROTOCOL FOR INDEPENDENT TESTING IS DOCUMENTED IN THE SPECIFICATIONS.

• THE CONTRACTOR WILL INSTALL THE AIR BARRIER AND WILL PROVIDE ACCESS TO THE WORK AND

SCHEDULE INFORMATION TO THE INDEPENDENT TESTING AGENCY.

• THE INDEPENDENT TESTING AGENCY WILL TEST THE COMPLETED BUILDING TO DETERMINE THE AIR

BARRIER LEAKAGE RATE DOES NOT EXCEED 0.4 CFM/SQ FT, PER THE REQUIREMENTS OF THE

STATE BUILDING CODE. THE TESTING AGENCY WILL THEN SEND OWNER, ARCHITECT,

CONTRACTOR, AND AHJ A REPORT INCLUDING THE RESULTS OF AIR BARRIER TESTING WITHIN 90

DAYS OF BUILDING ENVELOPE ACCEPTANCE.

• IF AIR LEAKAGE EXCEEDS 0.40 CFM, BUT DOES NOT EXCEED 0.60 CFM/SF, THEN REMEDIATION IS

REQUIRED TO MEET THE AIR LEAKAGE RATE REQUIRED BY CODE AND THE REMEDIATION STEPS

WILL BE DOCUMENTED IN THE REPORT, BUT NO ADDITIONAL TEST IS REQUIRED.

• IF AIR LEAKAGE EXCEEDS 0.60 CFM/SF, THEN REMEDIATION IS REQUIRED TO MEET THE AIR LEAKAGE RATE REQUIRED BY CODE AND THE BUILDING MUST BE RETESTED. THE REMEDIATION STEPS WILL

BE DOCUMENTED IN THE REPORT IN ADDITION TO THE RESULTS OF THE FINAL TEST.

Select one, delete the other

UNDER R

EVIE

W B

ELY

ARENA

B A R N

CLACKAMAS

HALL

B L O C K

W A L L

CURB

CU

RB

101.2'

. 3

24.4'

MISALIGNED, CRACKED AND EVIDENCE OF

NEGATIVE GRADE

TURNS TO JOIN 12" CONCRETE

UP

S O

S

31' -0"

53' - 6 31/32"

/1

30' -10 31/32"

A. THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODE REQUIREMENTS BUT IS

NOT INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS.

B. SEE CODE ANALYSIS SHEET FOR OTHER CODE ANALYSIS INFORMATION INCLUDING BUT

NOT LIMITED TO ACCESSIBILITY, PLUMBING, REQUIRED SIGNAGE, APPEALS, ALTERNATE

MEANS AND AREA CALCULATIONS, AS APPLICABLE PER THIS PROJECT.

C. SEE CODE ANALYSIS SHEET FOR APPLICABLE HORIZONTAL AND VERTICAL ASSEMBLIES

FOR THE APPLICABLE CONSTRUCTION TYPE PER TABLE 601.

D. SEE ACCESSIBILITY COMPLIANCE SHEETS, INCLUDING ADA, FHA, AND ANSI COMPLIANCE

FOR ACCESSIBILITY COMPLIANCE GENERAL THRESHOLDS AND REQUIREMENTS.

E. SEE ENERGY CODE SHEET FOR ENERGY CODE COMPLIANCE.

F. SEE WALL AND HORIZONTAL ASSEMBLY SHEETS FOR DETAILED ASSEMBLY REQUIREMENTS.

G. SEE WALL HEIGHTS, JOINTS. FIRESTOPPING AND SUSPENDED CEILING CODE

REQUIREMENTS SHEETS FOR COMPLIANCE OF THOSE ELEMENTS.

H. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE, PUBLIC WAY LOCATIONS

1. SEE SPECIFIC WALL TYPE AND LISTED ASSEMBLIES ON FLOOR PLANS AND A140 WALL TYPE

SHEETS.

2. SEE CODE ANALYSIS PLANS FOR EACH SPECIFIC DESIGNATED FIRE RESISTIVE RATED (FRR) WALL

TYPE AND LOCATION.

3. AT FRR WALL TYPES DESIGNATED BELOW WITH NOTE: “ADDITIONAL PROTECTION FEATURES

REQUIRED”, SEE DOOR AND WINDOW SCHEDULES FOR RATINGS, MECHANICAL DRAWINGS,

PENETRATION DETAILS, JOINT DETAILS, AND FOR CONTINUITY REQUIREMENTS, SEE ASSOCIATED

VERTICAL SECTIONS AND DETAILS (AND HORIZONTAL ASSEMBLIES WHERE REQUIRED.)

4. SPECIFIC FRR WALLS TYPES OCCURRING IN COMBINATION WITH OTHER SPECIFIC FRR WALL TYPES

TO COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS OF EACH.

5. AT FRR WALLS TYPES DESIGNATED BELOW, IN ACCESSIBLE CONCEALED SPACES PER FRR 703.7, PROVIDE PERMANENT SIGNAGE NOTATING "FIRE AND OR SMOKE BARRIER - PROTECT ALL

OPENINGS".

FIRE WALL (MOST RESTRICTIVE) SEE FRW RATING REQ.

NOTES 1-5 ABOVE. SEE AXXX FOR FIRE WALL DETAILS.

1-HOUR FRR FIRE BARRIER WALL OR IN COMBINATION WITH

OTHER FRR WALL TYPE(S) (WHERE OCCURS). AND

CONFORMING TO THE MOST STRINGENT REQUIREMENTS OF

EACH. ADDITIONAL PROTECTION FEATURES REQUIRED. SEE

FRW RATING REQ. NOTES 1-5 ABOVE.

HOUR RATING S - SMOKE PROTECTION IF REQUIRED

AS - AUTOMATIC SPRINKLER SYSTEM

WALL TYPE

FIRE RESISTANCE WALL TYPE LEGEND

NON-RATED(NR) WALL NO ADDITIONAL PROTECTION FEATURES

FROM FRW RATING REQ. NOTE 3 ABOVE ARE REQUIRED

1-HOUR FRR FIRE PARTITION OR IN COMBINATION WITH OTHER

FRR WALL TYPE(S) (WHERE OCCURS). AND CONFORMING TO

THE MOST STRINGENT REQUIREMENTS OF EACH. ADDITIONAL

PROTECTION FEATURES REQUIRED. SEE FRW RATING REQ.

NOTES 1-5 ABOVE.

ROOM OCCUPANT LOAD (OR TOTAL FLOOR OCCUPANT LOAD) PER SECTION 1004.

EXIT SIGN W/ INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS,

EVERY 100' IN CORRIDORS, AND IN SPACES WHERE 2 MORE ARE REQUIRED PER

SECTION 1025.2.6. SEE ELECTRICAL DRAWINGS. (W/ POCHE INDICATING "EXIT"

TEXT SIDE OF SIGN.)

HORIZONTAL EXIT AND EGRESS DIRECTION (WITH ACCUMULATIVE OCCUPANT

LOAD)

REQUIRED EXIT AND EGRESS DIRECTION (WITH ACCUMULATIVE OCCUPANT

LOAD)

REQUIRED EXIT ACCESS AND EGRESS DIRECTION (WITH ACCUMULATIVE

OCCUPANT LOAD)

ACCUMULATIVE OCCUPANT LOAD (NUMBER OF OCCUPANTS) WITH EGRESS

DIRECTION AT ARROW LOCATION. DESIGNATED WHERE (2) OR MORE MEANS OF

EGRESS ARE REQUIRED PER TABLE 1004.5

ACCESSIBLE MEANS OF EGRESS REQUIRED

COMMON PATH OF TRAVEL - PER 1006.2.1 (CP=X')

ACCESSIBLE MEANS OF EGRESS

MAX. TRAVEL DISTANCE (TD = X')

WIDTH FACTOR PER OCCUPANT LOAD

(X Occ)

START

END

START

AMOE:X

EA

EXIT

73"

50"

EGRESS WIDTH PROVIDED

OCCUPANT EGRESS LOAD

REQUIRED EGRESS WIDTH

0.2"/OCC

(0.2"/180)

AUTOMATIC SPRINKLER SYSTEM (AS) IS PROVIDED AT INCIDENTAL

USE IN LIEU OF FIRE RESISTIVE PROTECTION AT WALLS AND

HORIZONTAL ASSEMBLIES. INCIDENTAL USE SHALL BE SEPARATED

FROM REMAINDER OF BUILDING BY CONSTRUCTION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE, PER SECTION 509.

AS

IUB

SS

AUTOMATIC SPRINKLER SYSTEM PROVIDED, SMOKE PARTITION

REQUIRED

AU ACCESSORY OCCUPANCIES: ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING

OR PORTION THEREOF W/ NO SEPARATION REQUIRED IF TOTAL ACCESSORY USES

OCCUPY UNDER 10% OF MAJOR OCCUPANCY CLASSIFICATION AREA PER FLOOR PER

SECTION 508.2

NU NON-SEPARATED OCCUPANCIES: THIS MIXED OCCUPANCY BUILDING OR PORTIONS OF

INCORPORATES NON-SEPARATED OCCUPANCIES PER SECTION 508.3.

THE ALLOWABLE BUILDING AREA, HEIGHT & NUMBER OF STORIES OF THE BUILDING OR

PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE

OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION PER

SECTION 503.1. NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES

508.3.3

NOTE 1: OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED & REQUIREMENT OF THIS CODE

SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY

CLASSIFICATION OF THAT SPACE.

FIRE WALL PER CHAPTER 7. EXTERIOR WALL AND OPENING PROTECTION AT EXTERIOR WALLS ON

BOTH SIDES OF FIRE WALL ARE REQUIRED TO BE 1 HOUR RATED WITH 3/4 HOUR PROTECTION

WITHIN 4'-0" AT WALLS GREATER THAN 180 DEGREES PER CHAPTER 7.

TWO ADJACENT FLOORS ALLOWED TO BE OPEN TO EACH OTHER PER CHAPTER 7

A MAXIMUM OF 50% OF THE EXIT STAIR ENCLOSURES ARE PERMITTED TO EGRESS THROUGH THE LEVEL OF DISCHARGE, AS PART OF THE EXIT DISCHARGE, PER CHAPTER 10, PROVIDED THAT THE PATH FROM THE EXIT TO THE EXTERIOR IS READILY VISIBLE AND UNOBSTRUCTED, MAINTAINS THE

EXIT RATING, AND IS SPRINKLERED. SECTION 1028, EXCEPTIONS: 1, 1.1, 1.2 & 1.3

UNPROTECTED OPENINGS IN STAIRS AND WITHIN 10'-0" OF STAIRS WALLS 180 DEGREES OR LESS

PER SECTION 1023.7

182 SF

1 Occ / 150 SF

(2 Occ)

OFFICE

31080 SF

1 Occ / 15 SF (2072 Occ)

MULTIPURPOSE

802 SF

1 Occ / 300 SF

(3 Occ)

SUPPORT - NORTH

4163 SF

1 Occ / 7 SF (595 Occ)

GALLERY

381 SF

1 Occ / 150 SF

(3 Occ)

OFFICE

(207)

326 SF

1 Occ / 300 SF

(2 Occ)

STORAGE

(356)

(207)

WALL: 0 HR fire-resistant rated per Table 602 since > 30' from imaginary property line.

OPENINGS: Unprotected (UP), Sprinklered (S) No Limit to allowable opening area per Table 705.8 (30' or greater). ~20% provided (See elevations)

WALL: 0 HR fire-resistant rated per Table 602 since > 10' and < 30' from imaginary property line.

OPENINGS: Unprotected (UP), Sprinklered (S) No Limit to allowable area per Table 705.8 (20' to less than 25').

~12% provided (See elevations)

WALL: 0 HR fire-resistant rated per Table 602 since > 30' from imaginary property line.

OPENINGS: Unprotected (UP), Sprinklered (S) No Limit to allowable opening area per Table 705.8 (30' or greater). ~5% provided (See elevations)

WALL: 0 HR fire-resistant rated per Table 602 since > 10' and < 30' from imaginary property line.

OPENINGS: Unprotected (UP), Sprinklered (S) 75% allowable opening area per Table 705.8 (15' to less than 20').

~10% provided (See elevations)

WALL: 1 HR fire-resistant rated per Table 602 since < 5' from imaginary property line.

OPENINGS: Unprotected (UP), Nonsprinklered (S) No allowable openings per Table 705.8 (less than 3'). ~20% provided Existing openings to be closed.

WALL: Not required to be fire-resistant rated per Table 602 since > 10' and < 30' from imaginary property line and Type V-B construction.

OPENINGS: Unprotected (UP), Nonsprinklered (NS) 45% allowable opening area per Table 705.8 (20' to less than 25').

~40% provided (existing)

WALL: 0 HR fire-resistant rated per Table 602 since > 30' from imaginary property line.

OPENINGS: Unprotected (UP), Nonsprinklered (NS) No Limit to allowable opening area per Table

705.8 (30' or greater).

WALL: 1 HR fire-resistant rated per Table 602 since ≥ 5' and <10' from imaginary property line.

OPENINGS: Unprotected (UP), Nonsprinklered (NS) 10% allowable opening area per Table 705.8 (5' to less than 10'). No openings provided

WALL: 0 HR fire-resistant rated per Table 602 since > 30' from imaginary property line.

OPENINGS: Unprotected (UP), Nonsprinklered (NS) No limit to allowable opening area per Table

705.8 (30' or greater).

~99% provided

WALL: 0 HR fire-resistant rated per Table 602 since > 10' and < 30' from imaginary property line.

OPENINGS: Unprotected (UP), Sprinklered (S) No limit to allowable opening area per Table 705.8 (20' to less than 25'). 0% provided (See elevations)

(207) (207)

(207) (207) (208) (208) (208)

ROSEBROOK ARENA

ELY ARENA

MAINTENANCE

BARN

CLACKAMAS HALL

EXIT TRAVEL DISTANCE =

118' - 7"

EXIT TRAVEL DISTANCE =

143' - 3"

(9)

(356)

NEW PROPOSED ROAD

29'-8 5/8"

/1

4'-2"

(3) (356)

68 SF

1 Occ / 300 SF

(1 Occ)

STORAGE

97 SF

1 Occ / 300 SF

(1 Occ)

ELECTRICAL ROOM

32 SF

1 Occ / 300 SF

(1 Occ)

ELEC

31 SF

1 Occ / 300 SF

(1 Occ)

ELEC

33 SF

1 Occ / 300 SF

(1 Occ)

ELEC

30 SF

1 Occ / 300 SF

(1 Occ)

ELEC

31 SF

1 Occ / 300 SF

(1 Occ)

ELEC

32 SF

1 Occ / 300 SF

(1 Occ)

ELEC

(356)(207)

OCCUPANCY LEGEND

A-3

B

S-1

613 SF

1 Occ / 300 SF

(3 Occ)

MEZZANINE - SUPPORT

1339 SF

1 Occ / 300 SF

(5 Occ)

MEZZANINE - STORAGE

(7)

0-HR PRIMARY STRUCTURE, PER TABLE 601 (TYP)

1-HR EXTERIOR BEARING WALLMAINTENCE BUILDING AND BARN

ONLY PER TABLE 602 REQUIRED, WHERE X>5 FT

0-HR INTERIOR BEARING WALLS PER TABLE 601

0-HR INTERIOR NON-BEARING WALLS PER TABLE 601

0-HR ROOF-CEILING HORIZONTAL ASSEMBLY PER TABLE 601

0-HR FLOOR-CEILING HORIZONTAL ASSEMBLY PER TABLE 601

BASIC ALLOWABLE FLOOR AREA:

(TABLE 503)

A-3: 38,000

NOTES:

1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION. CODE

INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC

REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS

AREA MODIFICATIONS: (SEC. 506, SEC. 506.2, SEC. 506.3):

A-3: 9,500 (507.7)

ALTERNATE PROJECTIONS (SEC. 903.1.1):

AUTOMATIC FIRE-EXTINGUISHING SYSTEMS 904 SHALL BE

PERMITTED INSTEAD OF AUTOMATIC SPRINKER PROTECTION

WHERE RECOGNIZED BY THE BUILDING OFFICIAL

OCCUPANCY LEGEND NOTE:

MEANS OF EGRESS AREAS SUCH AS CORRIDORS, STAIRS,

ETC., AND OTHER NON-SPECIFIC USE AREAS SUCH AS

EXTERIOR COVERED AREAS ARE ASSIGNED THE

ADJACENT OCCUPANCY DESIGNATION FOR CHAPTER 5

FLOOR & BUILDING AREA LIMITATIONS ONLY.

SEE A100 FOR FSD DISTANCES AND PROTECTED OPENING REQUIREMENTS

A-3

B

S-1

PROJECT NUMBER:

SHEET TITLE:

DRAWN BY:

CONSULTANT:

SHEET:

PRELIMINARY

NOT FOR

CONSTRUCTION

Suite 300 503.221.2077

Portland OR 97209 www.lrsarchitects.com

A R C H I T E C T S 720 NW Davis 503.221.1121

KEY PLAN:

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A R

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CMD

A110

CODE ANALYSIS

PLAN

BID SET

CLACKAMAS

COUNTY

FAIRGROUNDS

MULTI-PURPOSE

BUILDING

694 NE 4TH AVENUE

CANBY, OR 97013

222033

5.05.2023

LRS Architects, Inc. © 2023

OCCUPANT LOAD SCHEDULE

LEVEL NAME

ACTUAL

AREA TYPE FUNCTION OF SPACE NET OR GROSS

Area Per Occupant Tag

(HIDE)

OCCUPANT

LOAD

LEVEL 1

LEVEL 1 OFFICE 182 SF B BUSINESS AREAS GROSS 150 SF 2

LEVEL 1 MULTIPURPOSE 31080 SF A-3 ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED (TABLES AND CHAIRS)) NET 15 SF 2072

LEVEL 1 SUPPORT - NORTH 802 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 3

LEVEL 1 GALLERY 4163 SF A-3 ASSEMBLY WITHOUT FIXED SEATS (CONCENTRATED (CHAIRS ONLY-NOT FIXED)) NET 7 SF 595

LEVEL 1 OFFICE 381 SF B BUSINESS AREAS GROSS 150 SF 3

LEVEL 1 STORAGE 326 SF S-1 MERCANTILE (STORAGE, STOCK, SHIPPING AREAS) GROSS 300 SF 2

LEVEL 1 STORAGE 68 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELECTRICAL ROOM 97 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 32 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 31 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 33 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 30 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 31 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

LEVEL 1 ELEC 32 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 1

MEZZANINE

MEZZANINE MEZZANINE - SUPPORT 613 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 3

MEZZANINE MEZZANINE - STORAGE 1339 SF S-1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM GROSS 300 SF 5

GENERAL NOTESFIRE RESISTANCE WALL RATING REQUIREMENT (FRR)

MEANS OF EGRESS LEGEND FIRE & SMOKE ASSEMBLIES

MIXED OCCUPANCY

EXAMPLE PLAN NOTES

SCALE: 1/16" = 1'-0"A110

1. LEVEL 1 CODE ANALYSIS PLAN

SCALE: 1/16" = 1'-0"A110

2. MEZZANINE

CONFIRM NOT NEEDED

CONSTRUCTION TYPE IIB

BUILDING CODE AREA CALCULATIONS

OCCUPANCY LEGEND

SEE A100 FOR FSD DISTANCES AND

PROTECTED OPENING REQUIREMENTS

WHERE SHOULD THIS GENERAL NOTE

REFERENCE THE A100 SHEET?

UNDER R

EVIE

W B

A. METHODS FOR CHOOSING TESTED FIRE RATED ASSEMBLIES SHALL COME FROM FIRE-

RESISTANCE DESIGN DOCUMENTED BY APPROVED SOURCES AS FOLLOWS:

1. IBC PRESCRIPTIVE DESIGNS PER IBC SECTION 721.

2. APPROVED FIRE-RESISTANCE DESIGN FROM AN APPROVED TESTING AGENCY. TESTED

ASSEMBLIES INCLUDED FOR THIS PROJECT THAT ARE NOT FROM THE ABOVE 4 METHODS

ARE BASED ON THE FOLLOWING:

a. GA-600-2015 TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED.

b. CURRENT UL TESTED ASSEMBLIES, GENERIC OR PROPIERTARY AS NOTED.

3. CALCUALTIONS PER IBC SECTION 722.

4. ENGINEERING ANALYSIS PER ASTM E119 OR UL 263

5. ALTERNATE PROTECTION METHOD AS ALLOWED BY SECTION 104.11

B. 5/8” TYPE 'X' GYPSUM WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE SPECIFIED.

PROVIDE TILE BACKER BOARD WITH EQUIV. FACE RATING AS REQUIRED TO MAINTAIN FIRE

RATING ON ALL WALLS WITH TILE.

C. REFER TO STRUCTURAL DRAWINGS FOR LOAD BEARING AND SHEAR WALL REQUIREMENTS

AND LOCATIONS.

D. CONFORM TO THE REQUIRED TESTED COMPONENTS PER THE DESIGNATED TESTING.

SUBSITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL OF THE ARCHITECT AND THE AHJ.

E. SPECIFIED FLOOR-CEILING AND ROOF-CEILING FRAMING SIZES OR TRUSS DIMESNSIONS ARE

MINIMUMS. GREATER JOIST OR TRUSS SIZES (DEPTHS) SHALL BE PERMITTED TO BE USED IN

METAL- OR WOOD-FRAMED SYSTEMS. INDICATED JOIST AND TRUSS SPACINGS ARE

MAXIMUMS.

F. ASSEMBLIES EQUAL TO OR LESS THAN 1 HOUR FIRE REISISTIVE RATING CAN BE SHOWN TO

MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER IBC

SECTION 703 AND SECTION 722.

G. ASSEMBLIES STATED AS "BASED ON" A LISTED ASSEMBLY MIGHT VARY DUE TO THE ADDITION OF COMPONENTS THAT ARE NOT PART OF THE TESTED ASSEMBLY. PER GA-600-2015 P.10 ITEM

14, 24, 25, "ADDITIONAL LAYERS SHALL BE PERMITTED TO BE ADDED TO ANY SYSTEM."

FASTENERS SPECIFIED FOR THE ATTACHMENT OF GYP BOARD APPLIED OVER THE ADDITIONAL

LAYER(S) OF ELEMENTS SHALL BE INCREASED BY NOT LESS THAN THE THICKNESS OF THE

ADDITIONAL LAYER(S).

H. SEE SPECIFICATIONS FOR APPLICATION OF FINISH REQUIREMENTS PER LOCATION.

I. SEE SHEET A103 FOR ENERGY CODE COMPLIANCE SUMMARY FOR THERMAL INSULATION

REQUIREMENTS. ACOUSTICAL BATTS SHALL FILL THE WALL CAVITY FULL (UNO) FOR BEST

PERFORMANCE.

C 4 T

1 S

STUD SIZE / CORE THICKNESS

(STRUCTURAL WALL IS PRIMARY)

WOOD:

2 = 2x2 4 = 2x4 6 = 2x6 8 = 2x8

O = OTHER, SEE WALL TYPE

STEEL:

2 = 1 5/8"

2.5 = 2 1/2"

3 = 3 5/8" (OR 3 1/2" SEE STRUCT)

4 = 4"

5.5 = 5 1/2" 6 = 6"

O = OTHER, SEE WALL TYPE

CMU:

ANY = CMU NOMINAL WIDTH IN INCHES

FIRE-RATING

N = NON RATED/ NON BEARING

1 = 1 HOUR

2 = 2 HOUR

3 = 3 HOUR

4 = 4 HOUR

S = SMOKE

INSULATION TYPE

A = ACOUSTIC INSULATION.

FILL ALL CAVITIES FULL

T = THERMAL

- = NONE

SEE WALL TYPES FOR THERMAL

INSULATION R-VALUE & THICKNESS

WALL ASSEMBLY TYPE

NUMBER = EXTERIOR WALL TYPE

LETTER = INTERIOR WALL TYPE

WALL STUD FINISH HEIGHT

E = EXTERIOR

X = SHAFT/ EXTEND THRU

CONCEALED SPACE

S = TO STRUCTURE ABOVE

C = TO CEILING

A = ABOVE CEILING

NOTES:

1. SEE ENERGY COMPLIANCE SCHEDULE FOR MIN THERMAL INSULATION

R-VALUES & ALL CAVITIES TO BE FILLED FULL WITH NO VOIDS

2. REFER TO A155 FOR METAL STUD WALL TERMINATION AND

ACOUSTICAL AND FIRE JOINT STOPPING REQUIREMENTS

GENERIC WALL ASSEMBLY BASED ON UL LISTING W404

GIRTS: "Z" OR "C" SHAPED GIRTS, MINIMUM 0.056 IN THICK STEEL, MINIMUM 8" DEEP, WITH MINIMUM 2" WIDE FLANGES. GIRTS PLACED HORIZONTALLY AND SPACED MAXIMUM 90" O.C. GIRTS ARE SECURED TO