2024_0913 Clatsop Security Bid Set_ARCH.pdf

UP

C R

CR

XX X

XXXX XX

XXXXXX XXX

OCC:

OLF:

OT:

AREA:

473 SF

B ACC

CONF. RM.

89 SF

WOMEN

68 SF

MEN

OCC:

OLF:

OT:

AREA:

272 SF

B ACC

CONF.

OCC:

OLF:

OT:

AREA:

155 SF

B

CLERK OFFICE

OCC:

OLF:

OT:

AREA:

415 SF

B

JURY ROOM

OCC:

OLF:

OT:

AREA:

230 SF

B

JUDGE CHAMBERS

OCC:

OLF:

OT:

AREA:

110 SF

B

ADMIN. ASSIST.

OCC:

OLF:

OT:

AREA:

140 SF

B ACC

TEL. SERVER RM.

28 SF

ELECT.

35 SF

ELEV. EQUIP.

48 SF

JURY R.R.

48 SF

JUDGE R.R.

1554 SF

CORRIDOR

OCC:

OLF:

OT:

AREA:

355 SF

B

VAULT

OCC:

OLF:

OT:

AREA:

174 SF

B

OFFICE

OCC:

OLF:

OT:

AREA:

146 SF

B ACC

COURT STO.

OCC:

OLF:

OT:

AREA:

487 SF

B

COURT STAFF

OCC:

OLF:

OT:

AREA:

92 SF

B ACC

W.H.

OCC:

OLF:

OT:

AREA:

255 SF

B ACC

ELECTRICAL

OCC:

OLF:

OT:

AREA:

126 SF

B

OFFICE

OCC:

OLF:

OT:

AREA:

527 SF

B ACC

BOILER RM.

OCC:

OLF:

OT:

AREA:

122 SF

B ACC

MAINT. STO.

OCC:

OLF:

OT:

AREA:

76 SF

B ACC

SPRINKLER

OCC:

OLF:

OT:

AREA:

109 SF

B

WORK RM.

OCC:

OLF:

OT:

AREA:

493 SF

B ACC

SERVER

OCC:

OLF:

OT:

AREA:

1436 SF

A-3

COURTROOM

OCC:

OLF:

OT:

AREA:

816 SF

B

VAULT

437 SF

HALL

AREA:

OT:

OLF:

OCC:

DA STO.

198.75 SF

B

111 SF

HALL

OCC:

OLF:

OT:

AREA:

90 SF

B

HOLDING

OCC:

OLF:

OT:

AREA:

78 SF

B

HOLDING

OCC:

OLF:

OT:

AREA:

137 SF

B

HOLDING

OCC:

OLF:

OT:

AREA:

114 SF

B

WITNESS WAITING

OCC:

OLF:

OT:

AREA:

83 SF

B

OFFICE

OCC:

OLF:

OT:

AREA:

351 SF

B

SCREENING

2 1

PROPERTY LINE

1/2 HOUR FIRE PARTITION

1 HOUR FIRE PARTITION

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

3 HOUR FIRE BARRIER

4 HOUR FIRE BARRIER

1 HOUR FIRE WALL

2 HOUR FIRE WALL

3 HOUR FIRE WALL

4 HOUR FIRE WALL

1 HOUR SMOKE BARRIER

0 HOUR SMOKE PARTITION

1 HOUR FIRE RESISTANCE RATED CONSTRUCTION

2 HOUR FIRE RESISTANCE RATED CONSTRUCTION

3 HOUR FIRE RESISTANCE RATED CONSTRUCTION

EXTERIOR EGRESS PATH TO ROW WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR EXITING -

REFER TO ELECTRICAL DRAWINGS).

EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH REQUIRED

(PROVIDE MINIMUM ILLUMINATION FOR EXITING - REFER TO

ELECTRICAL DRAWINGS).

ACCESSIBLE ROUTE OF TRAVEL

COMMON PATH OF EGRESS TRAVEL

EXIT ACCESS DISTANCE

RATED SHAFT (WALL CONSTRUCTION TO MEET FIRE BARRIER

REQUIREMENTS)

OCCUPANT LOAD AT OPENING

CUMULATIVE OCCUPANT LOAD AT OPENING

BUILDING EXIT

BUILDING CODE APPEAL

MAGNETIC HOLD OPEN

AREA REQUIRING SMOKE DETECTION

SPRINKLER, SEE FIRE PROTECTION DRAWINGS

AREA NAME

MANUAL PULL STATION REQUIRED

STANDPIPE

LIGHTED EXIT SIGN - SHADING INDICATES LIGHTED FACE(S)

DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW

ON SIGN

LIGHTED EXIT SIGN - CEILING MOUNTED

LIGHTED EXIT SIGN - WALL MOUNTED

FIRE EXTINGUISHER

FIRE EXTINGUISHER AND CABINET

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER AND CABINET

TWO-WAY ACCESSIBLE COMMUNICATIONS

ACCESSIBLE ENTRANCE

LEGEND - CODE COMPLIANCE SYMBOLS

44"

E.A. X'-XX"

C.P. X'-XX"

44"

# HR

AREA

MH

2W

FEC

(E)FE

(E)FEC

FE

LEGEND - FLOOR PLAN - CODE PLAN

NOT IN CONTRACT /

WORK LIMIT LINE

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

/1

/2

:5

:0

A

M

B

ID

S E

T

C la ts o p C o u n ty

C ir c u it C o u rt S e c u ri ty I m p ro v e m e n ts C la ts o p

C o u n ty

C o m m e rc ia l S t.

A s to ri a

O

R

G001

SE/PS

13 SEPT 2024

2101028-2

GENERAL

INFORMATION &

CODE

COMPLIANCE

Clatsop County Circuit Court Security Improvements Clatsop County

SHEET INDEX

SHEET NUMBER SHEET NAME P

E

R M

IT

B

ID

S E

T

GENERAL

G001 GENERAL INFORMATION & CODE COMPLIANCE ■ ■

G802 ACCESSIBILITY DIAGRAMS, PUBLIC/ COMMON AREA ■ ■

ARCHITECTURE

AE100 EXISTING FLOOR PLAN - BASEMENT ■ ■

AD100 DEMOLITION PLAN - BASEMENT ■ ■

A001 SYMBOLS AND ANNOTATION ■ ■

A003 ASSEMBLIES - INTERIOR METAL ■ ■

A051 SITE PLANS AND DETAILS ■ ■

A150 ENLARGED PLAN - BASEMENT ■ ■

A651 RECEPTION COMPOSITE ■ ■

A701 EXTERIOR DETAILS ■ ■

A801 INTERIOR DETAILS ■ ■

A902 DOOR, ROOM, & FINISH SCHEDULES ■ ■

MECHANICAL

M000 COVER SHEET ■ ■

MD100 BASEMENT DEMOLITION PLAN ■ ■

M100 BASEMENT FLOOR PLAN ■ ■

M300 SCHEDULES ■ ■

PLUMBING

P000 COVER SHEET ■ ■

PD100 BASEMENT DEMOLITION PLAN ■ ■

P100 BASEMENT FLOOR PLAN ■ ■

ELECTRICAL

E000 COVER SHEET ■ ■

ED100 BASEMENT LIGHTING DEMOLITION PLAN ■ ■

ED200 BASEMENT POWER DEMOLITION PLAN ■ ■

E100 BASEMENT LIGHTING PLAN ■ ■

E200 BASEMENT POWER PLAN ■ ■

E300 DETAILS ■ ■

VICINITY MAP

DISCLAIMER

THE WRITTEN AGREEMENT, DRAWINGS, SPECIFICATIONS AND ANY ADDENDA COMPRISE

THE CONTRACT FOR THIS PROJECT. THEY SHALL BE TREATED AS ONE ENTITY, EQUALLY,

WITHOUT PRIORITY. ITEMS, ELEMENTS, FIXTURES, SYSTEMS AND EQUIPMENT SHOWN

SHALL BE FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE.

THEREFORE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND

ALL THESE DOCUMENTS IN ORDER TO COMPLETE THE WORK. IF A CONTRACTOR CHOOSES

TO NOT THOROUGHLY REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS, THEY DO SO

AT THEIR OWN RISK AND AGREE TO FURNISH & INSTALL ALL ITEMS NOTED ABOVE AT NO

ADDITIONAL COST OR DELAY TO THE OWNER. (THE ONLY EXCEPTION TO THIS IS THAT THE

SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.)

PROJECT DIRECTORY

CLATSOP COUNTY

800 Exchange St, Suite 400 Astoria, OR 97103

TEL: (503) 325-8555

ATTN:

David Dieffenbach, Capital Improvements PM ddieffenbach@co.clatsop.or.us

SERA Design and Architecture, Inc 600 SW 10th Ave., Suite 500

TEL: (503) 445-7372

ATTN: Bill Poulos billp@seradesign.com

OWNER

DEVELOPER

CONTRACTOR:

ARCHITECT OF

RECORD:

CUNDIFF ENGINEERING, INC

7007 SW Cardinal Lane, Suite 145 Portland, OR 97224

TEL: (503) 521-7260

ATTN: Chris Boyd, Vice President, Project Manager chrisb@cundiffmep.com

CUNDIFF ENGINEERING, INC

7007 SW Cardinal Lane, Suite 145 Portland, OR 97224

TEL: (503) 521-7260

ATTN: Chris Boyd, Vice President, Project Manager chrisb@cundiffmep.com

CUNDIFF ENGINEERING, INC

7007 SW Cardinal Lane, Suite 145 Portland, OR 97224

TEL: (503) 521-7260

ATTN: Pedro Alzaga, President pedroa@cundiffmep.com

MECHANICAL

ENGINEER:

PLUMBING

ENGINEER:

ELECTRICAL

ENGINEER:

GENERAL NOTES

A. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS.

B. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY

REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE

OVER DETAILS NOTED AS "TYPICAL" OR "TYP".

C. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

DETAILS.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND COURTROOM

OPERATIONS. NIGHT TIME AND WEEKEND WORK WILL BE REQUIRED. CONTRACTOR TO

PROVIDE WORKPLAN FOR OWNER APPROVAL TO PERFORM WORK WITHOUT DISRUPTION

TO COURT SERVICES.

E. CONTRACTOR SHALL MAINTAIN EXISTING ACCESSIBLE MEANS OF ENTRY AND EGRESS

THROUGHOUT CONSTRUCTION ACTIVITY. CONTRACTORS SHALL PROVIDE ALTERNATE,

FULLY ACCESSIBLE MEANS OF ENTRY AND EGRESS IF CONSTRUCTION ACTIVITY

OBSTRUCTS OR OTHERWISE MAKES THE EXISTING ACCESSIBLE ROUTE UNUSABLE.

GENERAL NOTES - DEMOLITION

A. REFER TO SPECIFICATION SECTION 02 41 00 - DEMOLITION AND 01 70 00 - EXECUTION AND

CLOSEOUT REQUIREMENTS AND 01 35 91 PERIOD TREATMENT PROCEDURES FOR

ADDITIONAL INFORMATION.

B. DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND PROVIDE A GENERALIZED SCOPE OF

WORK . DEMOLITION DRAWINGS ARE TO BE USED IN CONJUNCTION WITH BALANCE OF

CONTRACT DOCUMENTS.

C. COORDINATE DEMO WORK WITH NEW CONSTRUCTION. DEMOLITION AND REMOVAL WORK

SHALL BE DONE AS NEATLY AND CAREFULLY AS POSSIBLE TO PREVENT DAMAGE TO

ADJACENT SURFACES AND/OR EQUIPMENT. CUTTING SHALL BE DONE IN NEAT, STRAIGHT,

TRUE LINES USING THE PROPER CUTTING TOOLS WITH MINIMAL OR NO DAMAGE TO

REMAINING MATERIAL. PRIOR TO CUTTING STRUCTURAL ITEMS THE CONTRACTOR SHALL

HAVE THE STRUCTURAL ENGINEER REVIEW REMOVAL METHODS.

D. ALL HISTORIC DOORS, TRIM, WINDOW COMPONENTS, WALL BASE, AND OTHER FINISHES

NOTED FOR DEMOLITION SHALL BE SALVAGED AND DELIVERED TO OWNER. CONTRACTOR

SHALL USE NECESSARY CARE TO PRESERVE THE INTEGRITY OF SALVAGED HISTORIC

ELEMENTS AND FINISHES FOR FUTURE USE.

GENERAL NOTES - CODE SUMMARY

A. CODE SUMMARY KEYED NOTES APPLY TO G001. ALL KEYED NOTES MAY NOT OCCUR ON

THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED.

B. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR CONSTRUCTION,

WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SHALL MAKE ALLOWANCES FOR

CONNECTION, HOOK UP, ETC. AS REQUIRED SO THAT ITEMS, EQUIPMENT, ETC. ARE FIT

FOR INTENDED PURPOSE.

C. SEE ELECTRICAL AND MECHANICAL PLANS FOR ADDITIONAL SYMBOLS

D. PROVIDE LISTED FIRESTOP, CONTINUOUS AT PERIMETER GAPS OF ALL RATED

CONSTRUCTION AS REQUIRED TO MAINTAIN THE SPECIFIED RATING.

E. SQUARE FOOTAGE AREA CALCULATIONS ARE BASED ON THE BUILDING CODE

DEFINITIONS OF GROSS AND NET AREAS AS USED TO DETERMINE OCCUPANT LOADS

ONLY AND ARE NOT A REPRESENTATION OF LEASABLE AREA.

F. DOCUMENTATION OF EXISTING CONDITIONS BASED ON 2006 CONSTRUCTION

DOCUMENTS PERMIT SET.

ROOM EXITING SCHEDULE - BASEMENT

NAME AREA OCC TYPE

OCC LOAD

FACTOR OCC LOAD

ADMIN. ASSIST. 110 SF B 150 1

BOILER RM. 527 SF B ACC 300 2

CLERK OFFICE 155 SF B 150 2

CONF. 272 SF B ACC 15 19

CONF. RM. 473 SF B ACC 15 32

CORRIDOR 1554 SF B 0

COURT STAFF 487 SF B 150 4

COURT STO. 146 SF B ACC 300 1

COURTROOM 1436 SF A-3 40 36

DA STO. 199 SF B 300 1

ELECT. 28 SF B ACC 300 1

ELECTRICAL 255 SF B ACC 300 1

ELEV. EQUIP. 35 SF B ACC 300 1

HALL 437 SF B 0

HALL 111 SF B 0

HOLDING 90 SF B 150 1

HOLDING 78 SF B 150 1

HOLDING 137 SF B 150 1

JUDGE CHAMBERS 230 SF B 150 2

JUDGE R.R. 48 SF B 0

JURY R.R. 48 SF B 0

JURY ROOM 415 SF B 15 28

MAINT. STO. 122 SF B ACC 300 1

MEN 68 SF B 0

OFFICE 174 SF B 150 2

OFFICE 126 SF B 150 1

OFFICE 83 SF B 150 1

SCREENING 351 SF B 150 3

SERVER 493 SF B ACC 300 2

SPRINKLER 76 SF B ACC 300 1

TEL. SERVER RM. 140 SF B ACC 300 1

VAULT 355 SF B 300 2

VAULT 816 SF B 300 3

W.H. 92 SF B ACC 300 1

WITNESS WAITING 114 SF B 150 1

WOMEN 89 SF B 0

WORK RM. 109 SF B 150 1

FIRE PROTECTION

FIRE EXTINGUISHERS: CLASS A/B/C/D

CHAPTER 9

AUTOMATIC SPRINKLER SYSTEM

STANDPIPE SYSTEM

FIRE ALARM SYSTEM

SMOKE DETECTION SYSTEM

REQUIRED PROPOSED TYPE/CLASS

YES PER 903.2.8, 903.2.10 YES NFPA 13/13R

YES PER 905.1 YES CLASS I / II / III

YES PER 907.2 YES NFPA 72

YES PER 907.2 YES NFPA 72

*PROVIDE FIRE PROTECTION PER IFC 907.

ALLOWABLE AREA

BUILDING FLOOR AREA IS UNCHANGED.

ALLOWABLE AREA PER FLOOR (TABLE 506.2):

B OCCUPANCY AND V-B CONSTRUCTION, SM SPRINKLERED = 27,000 SF PER STORY

A-3 OCCUPANCY AND V-B CONSTRUCTION, SM SPRINKLERED = 18,000 SF PER STORY

EXISTING FLOOR AREA:

BASEMENT: 11,600 SF

LEVEL 01: 11,600 SF

LEVEL 02: 11,600 SF

CHAPTER 5

BUILDING CONSTRUCTION

CONSTRUCTION TYPE: V-B

CHAPTER 5, 6 & 7

BUILDING HEIGHT (PER TABLE 504.3) 60 UNCHANGED

ALLOWABLE PROPOSED

NUMBER OF STORIES (PER TABLE 504.4) 3 STORIES UNCHANGED

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

BUILDING ELEMENT

ALLOWABLE PROPOSED

STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

INTERIOR

0 HOUR

0 HOUR

0 HOUR

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

0 HOUR

0 HOUR

0 HOUR

UNCHANGED

UNCHANGED

UNCHANGED

UNCHANGED

UNCHANGEDSCOPE NARRATIVE

THE WORK IS A RENOVATION OF THE EXISTING CLATSOP COUNTY CIRCUIT COURTHOUSE IN ASTORIA, OREGON. THE SCOPE OCCURS MOSTLY IN THE BASEMENT LEVEL OF THE BUILDING, WHERE AN EXISTING STORAGE ROOM AT THE SOUTH OF THE BUILDING IS CONVERTED TO A SECURITY SCREENING ROOM WHERE VISITORS CAN GO THROUGH A SECURITY REVIEW PRIOR TO ENTRY. THE LIBRARY/MEETING ROOM SPACE AT THE NORTH SIDE OF THE BUILDING IS RENOVATED INTO HOLDING ROOMS FOR USE OF THE SHERIFF'S OFFICE ESCORTING PERSON IN THEIR CUSTODY TO COURT. OTHER MINOR SCOPES INCLUDE REPLACING AN EXISTING FLOOR DRAIN AT THE SOUTH ENTRY STAIR, REPLACING THE SASHES IN EXTERIOR WINDOWS ON THE MAIN LEVEL, AND INSTALLING BULLET-RESISTANT GLAZING AT THE LEVEL

TWO RECEPTION AREA.

APPLICABLE BUILDING REGULATIONS

2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2018 INTERNATIONAL BUILDING

CODE WITH OREGON AMENDMENTS

2019 OREGON FIRE CODE (OFC) BASED ON 2018 INTERNATIONAL FIRE CODE

2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) BASED ON 2018 INTERNATIONAL MECHANICAL CODE

AND INTERNATIONAL FUEL GAS CODE

2017 OREGON PLUMBING SPECIALTY CODE (OPSC) BASED ON 2015 UNIFORM PLUMBING CODE

2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) BASED ON 2017 NFPA 70 NATIONAL ELECTRIC CODE

2011 OREGON ELEVATOR SPECIALTY CODE

2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) BASED ON ASHRAE STANDARD

90.1-2016.

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH OSSC CH 34 AMENDMENTS

DISABLED ACCESS REQUIREMENTS

THE DESIGN COMPLIES WITH THE FOLLOWING PROVISIONS AS APPLICABLE:

CHAPTER 11, ADAAG, OTHER

BUILDING CODE NOTED HERE: CHAPTER 11

AMERICANS WITH DISABILITES ACT ACCESSIBILITY GUIDELINES (ADAAG) AS PUBLISHED IN THE FEDERAL

REGISTER JULY 23, 2004 AND AMENDED MARCH 15, 2012.

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

GENERAL INFORMATION

PERMIT APPLICANT: SERA ARCHITECTS, INC 503.445.7372

ON BEHALF OF CLATSOP COUNTY

LEGAL DESCRIPTION:

PARCEL I:

MCCLURES LOT 1 THRU 8, BLOCK 28, ASTORIA, OREGON

TAXLOT NUMBER: 80908CB07100

TAX ACCOUNT ID #: 22553

CONTAINING 40,000 SF (0.92 ACRES)

SEISMIC ZONE:

DESIGN CATEGORY D

PROJECT ADDRESS: 749 COMMERCIAL ST, ASTORIA, OREGON 97103

INTERIOR ENVIRONMENT

OCCUPIED ROOMS: MECHANICAL VENTILATION PROVIDED IN ACCORDANCE WITH MECHANICAL CODE

TOILET & BATH ROOMS: MECHANICAL VENTILATION PROVIDED PER 1202.5.2.1

CHAPTER 12

MEANS OF EGRESS

EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.3):

STAIRWAYS: (0.3"/OCC) EXISTING EGRESS STAIRS ARE UNCHANGED

OTHER EGRESS COMPONENTS: (0.2"/OCC)

CHAPTER 10

NUMBER OF EXITS (1006):

NUMBER OF EXITS REQUIRED PER STORY PER TABLE 1006.3.2 = 2

EXISTING EXIT QUANTITY AND LOCATIONS ARE UNCHANGED.

ILLUMINATED EXIT SIGNS: REQUIRED PER 1013.3

COMMON PATH OF EGRESS TRAVEL DISTANCE (1006.2.1)

OCC B = 100'-0" OCC A = 75'-0"

EXIT ACCESS TRAVEL DISTANCE (1017):

OCC B = 300'-0" OCC A = 250'-0"

EXISTING EXIT LOCATIONS AND TRAVEL DISTANCES ARE UNCHANGED.

PLUMBING FIXTURE SUMMARY

CHAPTER 29 AND PLUMBING CODE

EXISTING PLUMBING FIXTURES

LAVATORIES DRINKING

FOUNTAINS

DEMOLISHED PLUMBING FIXTURES

NEW PLUMBING FIXTURES

URINALS

WATER

CLOSETS

023220

025TOTAL PLUMBING FIXTURES 223

ELEVATORS CHAPTER 7, 10, & 30

EXISTING ELEVATOR: CONVENTIONAL IN-GROUND HYDRAULIC ELEVATOR

YEAR INSTALLED: 1981

LANDINGS/OPENINGS: 3

MACHINE ROOM: ADJACENT TO BOTTOM LANDING

ELEVATOR MODERNIZATION: BY OTHERS

NOTE: CONTRACTOR TO COORDINATE INTEGRATION OF ELEVATOR WITH BUILDING FIRE ALARM SYSTEM.

1/8" = 1'-0"

BASEMENT CODE PLAN

3 RE-BID UPDATES 9/11/24

18" MAX

16" MIN -

X

TOILET COMPARTMENT NOTES:

1. PROVIDE TOE CLEARANCE 9" AFF AT FRONT AND AT LEAST ONE SIDE PARTITION.

2. DOOR SHALL BE SELF CLOSING, WITH A COMPLIANT DOOR PULL ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

3. SEE WATER CLOSET DIAGRAM FOR GRAB BAR LOCATIONS AND TOILET PAPER DISPENSER MOUNTING HEIGHTS.

X= 56" MIN AT WALL MOUNTED WATER CLOSET

X= 59" MIN AT FLOOR MOUNTED WATER CLOSET

60" MIN

18" MAX

16" MIN -

60" MIN

X

M A

X 4"

FO DOOR

32" MIN

4" MAX

ALTERNATE

DOOR LOCATION

CLEARANCE

6" TOE

T O

E C

LE

A

R A

N C

E 6"

M

IN

AMBULATORY TOILET COMPARTMENT

M

IN

EQ EQ

36" EXACT

F O

D O

O R

M

IN

4" M

A X

CLR

48" MIN

B O

T H

S

ID

E S

M

IN

CLEARANCE

6" TOE

56" MIN

M

IN

B O

T H

S

ID

E S

M A

X

F O

D O

O R

M

IN

DOOR SHALL NOT SWING

INTO REQUIRED CLEARANCE

AREA

36" MIN

18" MAX

16" MIN -

M

IN

M A

X

M

IN

T O

B A

R

M

IN

M A

X

T O

S E

A T

M

IN

M

A X

BACK WALLPLAN VIEW

12" MIN 24" MIN

FLUSH

CONTROL ON

TRANSFER

SIDE

18" MAX

16" MIN -

M

IN

60" MIN

TYPICAL SINGLE OCCUPANT RESTROOM TOILET PAPER DISPENSER MOUNTING HEIGHT

WATER CLOSET NOTES:

1. DOOR MAY SWING THROUGH THE TURNING SPACE AND FIXTURE CLEAR

SPACE WHEN 30"X48" CLEAR FLOOR SPACE IS PROVIDED CLEAR OF DOOR

SWING AND RESTROOM IS FOR INDIVIDUAL USE.

2. ADJACENT FIXTURES CANNOT ENCROACH ON CLEAR FLOOR SPACE.

SIDE WALL CLOSEST TO WATER CLOSET

V E

R T

G R

A B

B A

R

M

IN

V E

R T

G R

A B

B A

R

M

IN

M A

X

41" MAX

39" MIN -

TP DISPENSER RANGE

M

IN

1/

2" M

IN

42" MAX

T O

S E

A T

M

IN

M

A X

7" MIN - 9" MAX

M A

X

M

IN

MIN

54"

MAX

12"

SIDE WALL

T O

O P

E R

A B

LE

C

O N

T R

O

LS

M A

X

TO FO URINAL

13 1/2" MIN

MIN

Y

EQ EQ

PLAN VIEW

M

IN

X

WHEN X < 24", Y= 30" MIN

WHEN X > 24", Y= 36" MIN

T O

R

IM

M A

X

T O

S P

O U

T O

U T

LE

T

M A

X

30" MIN

M

IN

FREE-STANDING FIXTURE

30" MIN

M

IN

FIXTURE IN ALCOVE

M A

X

5" MAX

15" MIN

EQ EQ

T O

S P

O U

T O

U T

LE

T

M

IN

M

A X

5" MAX

15" MIN

ACCESSIBLE

FOUNTAIN

EQ EQ

N O

T E

DRINKING FOUNTAIN NOTES:

1. PROVIDE SKIRT AT STANDING DRINKING FOUNTAIN IF BOTTOM

LEADING EDGE IS GREATER THAN 27"

2. PROVIDE KNEE AND TOE CLEARANCE AT ACCESSIBLE FOUNTAIN, SEE

ACCESSIBILITY SHEETS

3. EQUIPMENT PERMITTED IN SHADED AREA

N O

T E

S

SHOWER WITH SEAT

M

IN

48" MIN

M

IN

N O

T E

M

A X

CONTROL WALL BACK WALL

T O

B A

R

M

IN

M A

X

M

IN

4" MAX

3" M

IN

M A

X

1/2" MAX

THRESHOLD

SEAT WALL

F O

LD

IN

G

S E

A T

3" MAX

ALIGN CLEARANCE WITH

CONTROL WALL

16" MAX

15" MIN -

(NOTE 2)

15" MAX

TRANSFER SHOWERS NOTES:

1. PROVIDE COMPLIANT SHOWER SPRAY UNIT WITH VERTICAL BAR. THE HAND SHOWER POSITIONED AT THE LOWEST POINT ON THE SLIDE BAR SHALL BE WITHIN REACH RANGE

2. CONTROL AND HAND SHOWER TO BE LOCATED 15" MAX FROM THE CENTERLINE OF THE CONTROL WALL TOWARD THE SHOWER OPENING

3. LOCATE CONTROL AND HAND SHOWER ON THE SIDE WALL OPPOSITE THE SEAT

1 1/2" MAX 2 1/2" MAX

E X

A C

T

36" EXACT

M A

X

NOTE 3

60" MIN

M

IN

SHOWER WITH SEAT

M

IN

M A

X

27" MAX

CONTROL WALL SEAT WALL

F O

LD

IN

G

A

T NOTE 3

MIN

16"

T O

B A

R

M

IN

M A

X

SIDE WALL

1/2" MAX

THRESHOLD

6" MAX6" MAX

16" MAX

15" MIN -

STANDARD ROLL-IN SHOWER NOTES:

1. PROVIDE COMPLIANT SHOWER SPRAY UNIT WITH VERTICAL BAR. THE HAND SHOWER POSITIONED AT THE LOWEST POINT ON THE SLIDE BAR SHALL BE WITHIN REACH RANGE.

2. LAVATORY ALLOWED IN CLEARANCE, PROVIDED IT IS NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE CONTROLS, OR, NOT ON THE SIDE OF THE CLEARANCE ADJACENT

TO THE SHOWER SEAT.

3. LOCATE CONTROL AND HAND SHOWER ON BACK WALL ADJACENT TO SEAT.

COMPLIANT

LAVATORY

(NOTE 2)

2 1/2" MAX

1 1/2" MAX 3" MAX

M A

X

M

IN

60" MIN

M

IN

N O

T E

M

A X

T O

B A

R

M

IN

M A

X

SHOWER WITH SEAT

NOTE 2

BACK WALLSIDE WALL SEAT WALL

FOLDING

SEAT

M A

X

M

IN

3" MAX

OPEN

6" MAX6" MAX6" MAX

36" MIN

36" MAX

24" MIN -

1/2" MAX

THRESHOLD

27" MAX

16" MAX

15" MIN -

1 1/2" MAX

MAX

2 1/2"

60" CLR

E X

A C

T

ALTERNATE ROLL-IN SHOWER NOTES:

1. PROVIDE COMPLIANT SHOWER SPRAY UNIT WITH VERTICAL BAR. THE HAND SHOWER POSITIONED AT THE LOWEST POINT ON THE SLIDE BAR SHALL BE WITHIN REACH RANGE.

2. LOCATE CONTROL AND HAND SHOWER ON SIDE WALL ADJACENT TO SEAT

N O

T E

M

A X

LENGTH OF TUB

M

IN

T U

B W

ID

T

H

LENGTH OF TUB

M

IN

T U

B W

ID

T

H

R E

M O

V A

B

LE

A

T S E

A T

CONTROL WALL

12" MAX

MIN

24"

MAX

24"

BACK WALL SIDE WALL

MIN

12"

24" MIN

6" M

A X

3" M

IN

M

IN

MAX

4"

CONTROL LOCATION

M A

X 8"

M

IN

T O

S E

A T

M

IN

M

A X

CONTROL WALL BACK WALL SIDE WALL

24" MIN

M A

X 3"

M

IN

M

IN

4" MAX

CONTROL

M A

X 8"

M

IN

T O

S E

A T

M

IN

M

A X

12" MAX

15" MAX

TUB/SHOWER WITH PERMANENT SEATTUB/SHOWER WITH REMOVABLE SEAT

TUB/SHOWER NOTES:

1. PROVIDE COMPLIANT SHOWER SPRAY UNIT WITH VERTICAL BAR. THE HAND SHOWER POSITIONED AT THE

LOWEST POINT ON THE SLIDE BAR SHALL BE WITHIN REACH RANGE

MIN

12"

MIN

15"

16" MAX

15" MIN -

T O

B A

R

M

IN

M A

X

T O

B A

R

M

IN

M A

X

N O

T E

M

A X

N O

T E

M

A X

R E

F

LE

C T

IN

G

S U

R F

A C

E

M

A X

, B O

REAR WALL

PIPE PROTECTION/

INSULATION

MIRROR

MIN

30"

M

IN

PLAN VIEW

EQ EQ

COMPLIANT FAUCET

SIDE WALL

T O

R

IM

M A

X

PROVIDE KNEE AND TOE

CLEARANCE, SEE

ACCESSIBILITY

DIAGRAMS

6" M

A X

M

IN

GENERAL NOTES

ALL AREAS TO COMPLY WITH AMERICANS WITH DISABILITIES

ACT AND SECTIONS OF CODE(S) REFERENCED IN THIS

DRAWING SET.

UNLESS NOTED OTHERWISE, ALL DIMENSIONS ON THIS SHEET

ARE MEASURED FROM FACE OF FINISH. CLEAR DIMENSIONS

SHOULD BE MEASURED FROM FACE OF BASE BOARDS, CHAIR

RAILS, WAINSCOT, ETC. DIMENSIONS NOT ON THIS SHEET

MAY BE MEASURED DIFFERENTLY.

VERIFY COMPONENT DIMENSIONS AND LEVELING

REQUIREMENTS ARE WITHIN ALLOWABLE DIMENSIONS.

DIMENSIONS AND CONFIGURATIONS SHOWN ARE FOR

REFERENCE ONLY. ACTUAL DIMENSIONS AND

CONFIGURATIONS MAY VARY. MINIMUMS AND MAXIMUMS

INDICATED IN THE DOCUMENTS MAY BE MORE STRINGENT

THAN THOSE DIMENSIONS INDICATED ON THIS SHEET.

CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DIMENSIONS

THAT DO NOT MEET OR EXCEED THE GUIDELINES ON THIS

SHEET.

VERIFY CLEARANCES WITH MANUFACTURER'S PRODUCT SIZES

AND REQUIREMENTS TO ENSURE ACCESSIBLE CLEARANCES

ARE MET.

PROVIDE BACKING AS INDICATED FOR INSTALLED OR FUTURE

GRAB BARS. GRAB BARS SHALL WITHSTAND MINIMUM 250 LBS

OF FORCE, SEE SPECIFICATIONS.

COMMON USE AREAS THAT ARE LEASABLE OR AVAILABLE TO

THE PUBLIC AT LARGE (RATHER THAN SOLELY FOR THE USE

OF RESIDENTS AND THEIR GUESTS) MUST COMPLY WITH ADA

2010.

BUILDINGS WITH FEDERAL ASSISTANCE MUST COMPLY WITH

ADA AND SECTION 504 OF HUD WHICH REQUIRES COMPLIANCE

WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS).

1.

2.

3.

4.

5.

6.

7.

8.

SEE REACH RANGE DIAGRAMS

FOR OUTLET MOUNTING

HEIGHTS

M

IN

CABINET LOWERS

CABINET UPPERS

PLAN AT CORNER COUNTER

36" MIN

24" MAX

M A

X

CABINET

LOWERS

CABINET

UPPERS

PLAN AT STRAIGHT COUNTER

12" MIN

X

Y

WHEN X < 48", Y = 12" MIN

SEE REACH RANGE DIAGRAMS

FOR OUTLET MOUNTING HEIGHTS

48" MIN

M

IN

REF

SEE REACH RANGE DIAGRAMS

FOR OUTLET MOUNTING HEIGHTS

30" MIN

M

IN

M

IN

48" MIN

48" MIN

M

IN

WALL OVEN NOTE:

FRONT OR PARALLEL APPROACH MUST BE CLEAR OF OVEN DOOR.

DW

30" MIN

M

IN

DISHWASHER NOTE:

FRONT OR PARALLEL APPROACH MUST BE CLEAR OF DISHWASHER DOOR.

M

IN

48" MIN

48" MIN

M

IN

60" CLR

DW

REF

X

WORK

SURFACE

MIN

24"

FACE OF APPLIANCES

OR COUNTERS

(EXCLUDING HANDLES)

X

X = 30" MIN CLR

X = 36" MIN CLR IF USED FOR THE T-SHAPED TURNING SPACE

40" MIN

FACE OF APPLIANCES

OR COUNTERS

(EXCLUDING HANDLES)

WORK

SURFACE

DW

REF

X

X = 30" MIN CLR

X = 36" MIN CLR IF USED FOR THE T-SHAPED TURNING SPACE

X

60" CLR

G802

PLAN

(TOP LOADING)

PLAN

(FRONT LOADING)

ELEVATION

(FRONT LOADING)

EQ EQ

48" MIN

M

IN

SECTION

(TOP LOADING)

M A

X

T O

O P

E R

A B

LE

P

A R

T S

M A

X

24" MAX

OF APPLIANCE

M A

X

M

IN

- T O

O P

E R

A B

LE

P

A R

T S

M A

X

ADDED PEDESTAL

WHERE NECESSARY

24" MAX

48" MIN

M

IN

OF DOOR OPENING

OF CLEARANCE

STOVETOP CLEARANCE

48" MIN

(NOTE 2)

X

WORK SURFACE

M A

X

MAX

24"

REMOVABLE

CASEWORK AND

TOE KICK WHERE

NECESSARY FOR

FRONT

APPROACH

FINISHED FLOOR

AND WALL

RANGE/COOKTOP AND WORKSURFACE NOTES:

1. OVEN DOOR IN OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE.

2. BOTTOM HINGED DOOR OVENS SHALL HAVE A WORK SURFACE POSITIONED ADJACENT TO ONE

SIDE OF THE DOOR.

X = 30" MIN

X = 36" MIN IF USED FOR THE T-SHAPED TURNING SPACE. SEE ACCESSIBILITY DIAGRAMS FOR TURNING SPACE REQUIREMENTS

OVEN CLEARANCE

48" MIN

SWITCH FOR VENTILATION

HOOD WHERE PROVIDED

M

IN

W O

R K

S U

R F

A C

E C

LE

A

R A

N C

E

M

IN

FRONT APPROACH ONLY

15" 15"

X = 30" MIN

X = 36" MIN IF PART OF T-SHAPED TURNING SPACE, SEE ACCESSIBILITY SHEETS FOR TURNING SPACE

M A

X

MAX

24"

REMOVABLE

CASEWORK AND

TOE KICK

FINISHED FLOOR

AND WALL

PROVIDE KNEE AND TOE

CLEARANCE, SEE

ACCESSIBILITY

DIAGRAMS

M

IN

X

PIPE PROTECTION/

INSULATION

REFRIGERATOR NOTES:

1. 50% OF FREEZER SPACE SHALL BE 54" MAX AFF AT PUBLIC AREAS.

2. SIDE-BY-SIDE REFRIGERATORS REQUIRE A CLEAR FLOOR SPACE FOR EACH DOOR.

3. BOTTOM FREEZER REFRIGERATORS REQUIRE A CLEAR FLOOR SPACE WITH THE FREEZER DOOR/DRAWER FULLY OPEN.

TOP FREEZER

REF

48" MIN

M

IN

BOTTOM FREEZER

REF

OF APPLIANCE

(NOTE 3)

48" MIN

(N O

T E

M

IN

SIDE-BY-SIDE

REF

OF REFRIGERATOR COMPARTMENT

(NOTE 2)

48" MIN

(N O

T E

M

IN

OF FREEZER COMPARTMENT

(NOTE 2)

48" MIN

FRZ

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

/1

/2

:5

:0

A

M

B

ID

S E

T

C la ts o p C o u n ty

C ir c u it C o u rt S e c u ri ty I m p ro v e m e n ts C la ts o p

C o u n ty

C o m m e rc ia l S t.

A s to ri a

O

R

G802

SE/PS

13 SEPT 2024

2101028-2

ACCESSIBILITY

DIAGRAMS,

PUBLIC/ COMMON

AREA

WO

1/2" = 1'-0"

TOILET COMPARTMENT

1/2" = 1'-0"

WATER CLOSET

1/2" = 1'-0"

URINAL

1/2" = 1'-0"

ACCESSIBLE WATER COOLERS AND DRINKING FOUNTAINS

1/2" = 1'-0"

TRANSFER SHOWERS

1/2" = 1'-0"

STANDARD ROLL-IN SHOWER

1/2" = 1'-0"

ALTERNATE ROLL-IN SHOWER

1/2" = 1'-0"

TUB/SHOWER

1/2" = 1'-0"

LAVATORY

1/2" = 1'-0"

OUTLETS/SWITCHES OVER CABINETS

1/2" = 1'-0"

WALL OVEN

1/2" = 1'-0"

DISHWASHER

1/2" = 1'-0"

U-SHAPED KITCHEN

1/2" = 1'-0"

PASS THROUGH KITCHEN

1/2" = 1'-0"

WASHER AND DRYER

1/2" = 1'-0"

RANGE/COOKTOP AND WORKSURFACE

1/2" = 1'-0"

KITCHEN SINK

1/2" = 1'-0"

REFRIGERATOR

A

B

C

D

E

H

G

F

24 356

JURY ROOM

CLERK OFFICE

CONF.

STORAGE

BREAK RM.

MEN

WOMEN

TEL. SERVER RM.

ADMIN. ASSIST.

JUDGE CHAMBERS

VAULT

HALL

ELEV. EQUIP.

ELECT.

JURY R.R.

JUDGE R.R.

COURTROOM

1,432

WITNESS RM.

LAW LIBRARY

WITNESS RM.

SERVER

WORK ROOM

MAINT. STO.

SPRINKLER MAIN

BOILER

W.H.

83VESTIBULE

OFFICE

CORRIDOR

COURT STAFF

OFFICE

COURT STO.

VAULT

CONF. RM.

ELEV.

VEST.

COPIER

ELECT. BOXES

FREIGHT

ELEV.

Room

WITNESS WAITING

OFFICE

120'-0"

24'-0" 24'-9" 11'-3" 11'-3" 48'-9"

'-9

3'

-9

8' -9

'-9

'-1

1"

'-9

'-4

UP

UP

UP

LEGEND - EXISTING PLAN

N.I.C. AREAS

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

/1

/2

:5

:0

A

M

B

ID

S E

T

C la ts o p C o u n ty

C ir c u it C o u rt S e c u ri ty I m p ro v e m e n ts C la ts o p

C o u n ty

C o m m e rc ia l S t.

A s to ri a

O

R

AE100

SE/PS

13 SEPT 2024

2101028-2

EXISTING FLOOR

PLAN -

BASEMENT

GENERAL NOTES - EXISTING FLOOR PLAN

A. EXISTING PLAN KEYED NOTES APPLY TO AE101 SERIES SHEETS. KEYED NOTES MAY NOT

OCCUR ON THIS SHEET AND DO NOT APPLY TO OTHER SHEETS EXCEPT THOSE NOTED.

B. ALL DIMENSIONS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.

1/8" = 1'-0"

EXISTING FLOOR PLAN - BASEMENT

LEGEND - DEMOLITION PLAN

EXISTING DOOR TO BE REMOVED

SEE GENERAL NOTES THIS PAGE FOR ADDITIONAL INFORMATION

EXISTING TO BE REMOVED

SEE A001 FOR ADDITIONAL ARCHITECTURAL SYMBOL CONVENTIONS

EXISTING SLAB TO BE REMOVED

N.I.C. AREAS

A

B

C

D

E

H

G

F

24 3

ELEV. EQUIP.

12 12

A051

2A

6'-2"

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

/1

/2

:5

:0

A

M

B

ID

S E

T

C la ts o p C o u n ty

C ir c u it C o u rt S e c u ri ty I m p ro v e m e n ts C la ts o p

C o u n ty

C o m m e rc ia l S t.

A s to ri a

O

R

AD100

SE/PS

13 SEPT 2024

2101028-2

DEMOLITION

PLAN -

BASEMENT

GENERAL NOTES - DEMOLITION PLAN

A. DEMOLITION PLAN KEYED NOTES APPLY TO SHEETS AD100 SERIES. KEYED NOTES MAY

NOT OCCUR ON THIS SHEET AND DO NOT APPLY TO OTHER SHEETS EXCEPT THOSE

NOTED.

B. COORDINATE SELECTIVE DEMOLITION WITH OWNER AND ARCHITECT WHERE REQUIRED.

C. PRIMARY AND SECONDARY STRUCTURAL ELEMENTS, AND THEIR RELATED FIRE

PROTECTION WHERE OCCURS, ARE TO REMAIN, UNO. IN THE EVENT THAT EXISTING

DAMAGE IS DISCOVERED, OR NEW DAMAGE IS CAUSED BY DEMOLITION ACTIVITY NOTIFY

ARCHITECT AND OWNER IMMEDIATELY.

D. ALL HISTORIC DOORS, TRIM, WINDOW COMPONENTS, WALL BASE, AND OTHER FINISHES

NOTED FOR DEMOLITION SHALL BE SALVAGED AND DELIVERED TO OWNER. CONTRACTOR

SHALL USE NECESSARY CARE TO PRESERVE THE INTEGRITY OF SALVAGED HISTORIC

ELEMENTS AND FINISHES FOR FUTURE USE.

E. REVIEW HISTORIC PROCEDURES SPEC FOR DEFINITIONS AND UPDATE GENERAL AND

KEYED NOTES TO CONFORM.

1/4" = 1'-0"

ENLARGED DEMOLITION PLAN - BASEMENT

KEYED NOTES - ENLARGED DEMOLITION PLAN

1 REMOVE EXISTING POURED-IN-PLACE RAMP AS REQUIRED TO INSTALL CONCRETE

SUBFLOOR FLUSH TO THE EXISTING ADJACENT SURFACE.

2 RELOCATE (E) ELECTRICAL OUTLETS TO CENTERLINE OF ROOM. MAINTAIN (E) HEIGHT.

3 REMOVE EXISTING PLUMBING FIXTURE. CAP ALL UTILITIES IN WALL OR FLOOR AS

APPROPRIATE.

4 RELOCATE EXISTING DOOR, FRAME, AND HARDWARE TO EAST SIDE OF ROOM.

5 REMOVE AND REINSTALL GUN LOCKERS. SEE FLOOR PLAN FOR NEW LOCATION.

COORDINATE REMOVAL AND SAFING OF ALL FIREARMS WITH OWNER.

6 REMOVE PORTION OF SOFFIT ABOVE. ALIGN EXTENTS OF SOFFIT DEMOLITION WITH WALL

DEMOLITION.

7 PROTECT EXISTING GYPSUM FINISH ON COLUMNS.

8 PROTECT EXISTING FLOOR AND CEILING FINISHES.

9 REMOVE EXISTING FLOOR FINISH.

10 REMOVE EXISTING CEILING FINISH.

11 SALVAGE EXISTING CROWN MOLDING AND DELIVER TO OWNER.

12 REMOVE INTERIOR WALL BOARD, FRAMING, AND INSULATION. ALL EXISTING MASONRY TO

REMAIN. NOTIFY OWNER AND ARCHITECT OF CONDITION OF EXISTING MASONRY WALL.

13 DEMOLISH EXISTING SLABS NEEDED FOR NEW PLUMBING CONNECTIONS TO EXISTING

WASTE LINES, SEE PLUMBING DRAWINGS.

14 REMOVE EXISTING LOWER LANDING, DRAIN, AND CLEANOUT. PREPARE PIPING TO

RECIEVE NEW DRAIN AND CLEANOUT.

15 REMOVE EXISTING WOOD CASING AT EXISTING OPENING

J

LEGEND - MATERIAL SYMBOLS

ACOUSTIC CEILING

TILE

ALUMINUM

BRICK

CARPET

CONCRETE

MASONRY

CONCRETE

PRECAST

CONCRETE

EARTH FILL

EARTH

UNDISTURBED FILL

FIREPROOFING

INSULATION - BATT

OR ACOUSTIC

GRASS

GRAVEL

INSULATION -

FOAM BOARD

INSULATION -

FOAMED IN PLACE

MORTAR OR GROUT

PLASTER OR

STUCCO

PLASTIC

GYPSUM BOARD

GLULAM WOOD

STEEL

STONE

TILE

WOOD

WOOD FRAMING

PLYWOOD

SAND

SHAFTWALL

SHINGLE

INSULATION -

MINERAL FIBER

WOOD BLOCKING

EXISTING

NOT IN CONTRACT /

WORK LIMIT LINE

DIMENSIONING NOTES

1. DO NOT SCALE DRAWINGS FOR ELEMENT SIZES OR LOCATIONS. DIMENSIONS ARE

INDICATED IN THE DRAWINGS.

2. INTERIOR WALLS ARE DIMENSIONED TO FACE OF STUD, UNLESS NOTED OTHERWISE.

3. EXTERIOR WALLS ARE DIMENSIONED TO FACE OF EXTERIOR SHEATHING AND/OR

CLADDING, UNLESS NOTED OTHERWISE.

4. DIMENSIONS MEASURED FROM AN EXISTING WALL ARE MEASURED FROM FACE OF

EXISTING FINISH.

5. THE TERM "EQUAL" OR "EQ" IS USED IN LIEU OF ACTUAL DIMENSIONS WHERE EQUAL

SPACING OF ELEMENTS IS REQUIRED.

6. THE TERM "CLEAR" OR "CLR" IS USED TO DENOTE A MINIMUM DIMENSIONAL REQUIREMENT

BETWEEN FOREMOST PROTRUDING COMPONENTS OF BUILDING ELEMENTS. NOTE THAT

ACTUAL SPACING COULD BE GREATER.

7. THE TERM "+/-" IS USED TO DENOTE A FLEXIBLE PORTION OF THE DIMENSION STRING.

8. WALLS SHOWN CENTERED ON A COLUMN GRID LINE AS INDICATED BELOW ARE TO BE

LOCATED SO THAT THE CENTERLINE OF WALL ASSEMBLY COINCIDES TO THAT OF THE GRID,

UNLESS NOTED OTHERWISE.

DIM POINT SYMBOL

COL

COLUMN CENTERLINE

WALL OR PARTITION

COL

COLUMN CENTERLINE

WALL OR PARTITION

D

IM

8. WALLS SHOWN WITH A FINISH FACE ON A COLUMN GRID LINE AS INDICATED BELOW ARE

TO BE LOCATED SO THE THE FINISH FACE OF WALL ASSEMBLY COINCIDES TO THE GRID,

UNLESS NOTED OTHERWISE.

9. THE TERM "DP" IS USED TO INDICATE A DIMENSION POINT REFERENCED FROM ANOTHER

LOCATION IN THE DRAWINGS. DIMENSIONS MAY NOT BE REPEATED.

COL

B. DOORS REQUIRING CLEAR FLOOR AREAS WILL INDICATE MINIMUM DISTANCES TO BE

MAINTAINED TO THEIR CRITICAL JAMB. (18" AT THE LATCH PULL SIDE AND 12" AT THE LATCH

PUSH SIDE), UNLESS NOTED OTHERWISE. ACTUAL DISTANCE MAY BE GREATER.

10. DOORS AND OPENINGS IN WALLS:

A. DOORS LOCATED BY A WALL AT A RIGHT ANGLE AT THEIR HINGE SIDE, AND NO WALL

WITHIN 12" OF THE LATCH SIDE, ARE TO BE INSTALLED 4" FROM THE FINISH SURFACE OF THE

PERPENDICULAR WALL, UNLESS NOTED OTHERWISE. THIS CONDITION IS TYPICAL AND WILL

NOT BE DIMENSIONED.

D. OPENINGS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE DIMENSIONED TO THE

JAMB CLEAR OPENING.

C. OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4" FROM THE

FINISH SURFACE OF THE PERPENDICULAR WALL TO THE CLEAR OPENING, UNLESS NOTED

OTHERWISE.

6" FOF

[1'-6" MIN]

1'-8 5/8"

[1'-0" MIN]

1'-2"

CLEAR

4'-0"

4" FOF

3'-0"

CLEAR

4'-0"

DP

LEGEND - CONVENTIONS AND SYMBOLS

SURFACE SLOPE TAG

ASSEMBLY TYPE - REFER

TO ASSEMBLIES

ASSEMBLY TAG325M5

DRAWING SCALE

DOOR NUMBER -

REFER TO DOOR SCHEDULE

OPH

C.5

WINDOW TYPE -

REFER TO WINDOW SCHEDULE

WINDOW TAG

OPPOSITE HAND

WHERE OCCURS

DRAWING IDENTIFICATION

DRAWING NUMBER

UNIT

PROJECT GRID/COLUMN LINE A

ROOM NUMBER

ROOM NAME

ROOM TAG

REVISION NUMBER

REVISION CLOUD

DRAWING REVISION

SPOT ELEVATION (E)

SPOT ELEVATION

SPOT ELEVATION - SURVEY

LEVEL 1

134'-0"

VALLEY

SLOPE DOWN

SLOPE UP

STEP IN PLANE

RIDGE

LEVEL INFORMATION

WALL (E)

WALL

WALL (TEMPORARY)

SLOPE

1/2" / 12"

KEYED NOTE

PROPERTY LINE

PROJECT NORTH

SEE CIVIL FOR TRUE

NORTH

DRAWING TITLE

NORTH ARROW

WORK LIMIT LINE

GLAZING TAG

GLAZING TYPE TAG

REFER TO SCHEDULE OF FINISHES

MATCHLINE

1/A151A

PLAN NUMBER

GLASS SYMBOL

R-1

FF-##

x2

CPT-2 FINISH TAG

HANDRAIL/GUARD TAG

FURNITURE TAG

EQ-## EQUIPMENT TAG

MATERIAL DESIGNATION

REFER TO SCHEDULE OF FINISHES

FURNITURE DESIGNATION

REFER TO FURNITURE SCHEDULE

EQUIPMENT DESIGNATION

REFER TO EQUIPMENT SCHEDULE

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

QUANTITY IF GREATER THAN ONE

A101

A101

A101

A301

A601

DETAIL NUMBER

DETAIL CALLOUT

BUILDING SECTION

WALL OR PARTIAL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SHEET NUMBER

ELEVATION NUMBER

DOOR (E)

DOOR

PROJECT GRID/COLUMN LINE (E) A

L3.1 LOUVER TAG

W2.19

WINDOW MARK

GL-1

DISCIPLINE

SHEET SERIES

SHEET SEQUENCE

SHEET NUMBER - KEY

LEGEND - PLUMBING FIXTURE SYMBOLS

LAVATORY, WALL MOUNTED

LAVATORY, UNDERCOUNTER MOUNTED

PLAN ELEVATION

LAVATORY, OVERCOUNTER MOUNTED

SINK, UNDERCOUNTER MOUNTED

SINK, OVERCOUNTER MOUNTED

SERVICE SINK, WALL MOUNTED

DRINKING FOUNTAIN, DOUBLE

DRINKING FOUNTAIN, DOUBLE WITH

BOTTLE FILLER

WATER CLOSET, FLOOR MOUNTED

WATER CLOSET, WALL MOUNTED

URINAL, WALL MOUNTED

TUB/SHOWER

SHOWER

FLOOR DRAIN

MOP SINK

DESCRIPTION

FD

FS FLOOR SINK

WATER CLOSET, TANKLESS, FLOOR MOUNTED

OUTLET - DUPLEX

OUTLET - DUPLEX - GFI

OUTLET - QUAD

OUTLET - QUAD - GFI

PHONE

DATA

OUTLET - TV

OUTLET - DUPLEX - FLOOR

OUTLET - QUAD - FLOOR

SWITCH

OUTLET - DATA - FLOOR

OUTLET - PHONE - FLOOR

J BOX

J BOX - FLOOR

ALARM STROBE

DOORBELL

SMOKE DETECTOR

THERMOSTAT

ALARM HORN AND STROBE

S

DB

H

J

SD

T

3 WAY SWITCH

4 WAY SWITCH

LEGEND - ELECTRICAL FIXTURE

PLAN ELEVATION DESCRIPTION

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

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INTERIOR DESIGN

PORTLAND|OAKLAND

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C o u n ty

C o m m e rc ia l S t.

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A001

SE/PS

13 SEPT 2024

2101028-2

SYMBOLS AND

ANNOTATION

--- NONE

& AND

@ AT

± APPROXIMATELY

C CENTERLINE

Ø DIAMETER

# NUMBER

" INCH(ES)

' FOOT (FEET)

ACSF ACCESS FLOORING

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

B/ BOTTOM OF

BOB BOTTOM OF BEAM

BOT BOTTOM

BOS BOTTOM OF STEEL

CODE APPLICABLE REGULATIONS GOVERNING CONTRACT SCOPE

OF WORK, SEE CODE COMPLIANCE SUMMARY SHEETS

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

DP DIMENSION POINT

DS DOWN SPOUT

DW DISHWASHER

DWG DRAWING

(E) EXIST(ING)

EJ EXPANSION JOINT

EQ EQUAL

ETR EXISTING TO REMAIN

EXP EXPOSED STRUCTURE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEV

F/ FACE OF

FOB FACE OF BEAM

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

GA GAUGE

GB GYPSUM BOARD

GALV GALVANIZED

HB HOSE BIB

HS HEAT STRENGTHENED

ID INSIDE DIAMETER

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MO MASONRY OPENING

MW MICROWAVE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OAE OR APPROVED EQUAL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OF/CI OWNER FURNISHED, CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED, OWNER INSTALLED

OPH OPPOSITE HAND

OTS OPEN TO STRUCTURE

PFN PREFINISHED (ALTERNATE PREFIN)

PLAS PLASTER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

RO ROUGH OPENING

ROW RIGHT OF WAY

SF SQUARE FOOT (FEET)

SHTHG SHEATHING

SIM SIMILAR

SST STAINLESS STEEL (BASE, WALL PANEL, OR COVERING)

STN STAIN

T TEMPERED

T/ TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOD TOP OF STEEL DECK

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

T/M TO MATCH

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

ABBREVIATIONS

L

FINISH AND MATERIAL CODES

ACT-# SUSPENDED ACOUSTICAL CEILING

AWCS-# ACOUSTICAL WALL OR CEILING SYSTEM

BR-# BRICK

CHW-# CABINET HARDWARE

CMU-# CONCRETE MASONRY UNIT

CONC-# CONCRETE

CORK-# CORK

CPT-# CARPET

CTP-# COUNTERTOP

EP-# EPOXY PAINT

F-# FABRIC

FAF-# FLUID - APPLIED FLOORING

FCP-# FIBER CEMENT PANEL

FCS-# FIBER CEMENT SIDING

FRP-# FIBERGLASS REINFORCED PLASTIC PANELING

GL-# GLAZING

GLF-# GLAZING FILM

HPC-# HIGH-PERFORMANCE COATING

MIR-# MIRROR

MTL-# METAL

MTLB-# METAL BASE

MTLC-# METAL CEILING

MTLP-# METAL PANELING

P-# PAINT

PL-# PLASTIC LAMINATE

RAF-# RESILIENT ATHLETIC FLOORING

RB-# RESILIENT BASE

RF-# RESILIENT FLOORING

SS-# STAINLESS STEEL

SSF-# SIMULATED STONE FABRICATIONS

ST-# STONE CLADDING

STN-# STAIN

T-# TILE

TF-# THERMOFOIL

TZ-# TERRAZZO

VDB-# VISUAL DISPLAY BOARD

VP-# VENEER PLASTERING

WCV-# WALL COVERING

WD-# WOOD

WDB-# WOOD BASE

WDC-# WOOD CEILING

WDF-# WOOD FLOORING

WDP-# WOOD PANELING

WS-# WOOD SIDING

WOM-# WALK OFF MAT

WP-# WALL PROTECTION

WT-# WINDOW TREATMENT

INTERIOR

STRUCTURE OR ADJACENT ASSEMBLY

DIM POINT

FACE OF STUDREQUIRED

SHIM AS

09 21 16 - METAL FRAMING

09 21 16 - 5/8" GYPSUM BOARD

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

MEMBER

FRAMING

DIM POINT

FACE OF STUD

09 21 16 - 5/8" GYPSUM BOARD09 21 16 - 5/8" GYPSUM BOARD

(1) LAYER EACH SIDE

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

DIM POINT

FACE OF STUD

BRACING AT VERTICAL

MIDPOINT AND TOP OF EACH

STUD, 48" O.C. MAX.

09 21 16 - 5/8" GYPSUM BOARD09 21 16 - 5/8" GYPSUM BOARD

(1) LAYER EACH SIDE

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

SEE PLANS

INSULATION

PER ASSEMBLY TAG

3 5/8"

09 21 16 - METAL FRAMING

09 21 16 - METAL FRAMING

NOTE: PROVIDE FIRE BLOCKING AT 10'

INTERVALS, HORIZONTAL AND VERTICAL

DIM POINT

FACE OF STUD

09 21 16 - 5/8" GYPSUM BOARD

09 21 16 - 5/8" GYPSUM BOARD (2) LAYERS

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

(2) LAYERS

DIM POINT

FACE OF STUD

09 21 16 - 5/8" GYPSUM BOARD (2) LAYERS09 21 16 - 5/8" GYPSUM BOARD (2) LAYERS

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

KICKERS TO STRUCTURE

ABOVE

CEILING, REFER TO

REFLECTED CEILING PLAN

SEE ASSEMBLIES

09 21 16 - METAL TRACK

6"

ACOUSTIC INSULATION,

WHERE OCCURS

09 21 16 - METAL FRAMING09 21 16 - METAL FRAMING

SEE ASSEMBLIES

09 21 16 - METAL TRACK

TOP OF WALL

DIM POINT

09 21 16 - PARTIAL HEIGHT

WALL FRAMING SUPPORT

STUD REINFORCMENT.

BASE WHERE OCCURS, SEE FINISH SCHEDULE

PROVIDE CONTINUOUS EDGE BEAD,

OR FINISHED (NON-CUT) GB EDGE

WHERE WALL IS TO RECEIVE BASE

EXISTING STRUCTURE OR

ADJACENT ASSEMBLY BELOW

SEE ASSEMBLIES

1/ 2"

M A

X FINISH FLOOR AS SCHEDULED

09 21 16 - METAL TRACK

09 21 16 - J TRIM

07 92 00 - ACOUSTIC SEALANT

EACH SIDE, WHERE WALL FINISH TO

UNDERSIDE OF SLAB IS VISIBLE.

PROVIDE, AT MINIMUM, NON-CUT GB

EDGE WHERE CONDITION IS NOT VISIBLE

STRUCTURE OR ADJACENT

ASSEMBLY ABOVE

SEE ASSEMBLIES

09 21 16 - J TRIM

EACH SIDE, PAINTED (SEE NOTE 2)

07 92 00 - ACOUSTIC SEALANT

AT FIRE RATED CONDITION:

1. HEAD OF WALL JOINT ASSEMBLY 1-HR

RATING BASED ON UL HW-D-0209

2. 07 84 00 - FIRESTOPPING REPLACES

ACOUSTIC SEALANT

09 21 16 - SLOTTED DEFLECTION HEAD

1/ 2"

T Y

P

1"

09 21 16 - METAL FRAMING

09 21 16 - 5/8" GYPSUM BOARD

07 21 00 - ACOUSTIC BATT

INSULATION

SEE RCP

09 21 16 - METAL FRAMING

ATTACHED TO STRUCTURE

ASSEMBLY ABOVE

- 4"

06 10 00 - PLYWOOD SHEATHING

09 21 16 - 5/8" GYPSUM BOARD

09 21 16 - METAL FRAMING

07 21 00 - ACOUSTIC BATT

INSULATION

SEE RCP

- 4"

INTERIOR

STRUCTURE OR ADJACENT ASSEMBLY

DIM POINT

FACE OF STUDREQUIRED

SHIM AS

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

06 10 00 - PLYWOOD SHEATHING - 5/8"

DIM POINT

FACE OF STUD

(1) LAYER EACH SIDE

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

INSULATION

PER ASSEMBLY TAG

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

(1) LAYER EACH SIDE

06 10 00 - PLYWOOD SHEATHING06 10 00 - PLYWOOD SHEATHING

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

- 5/8"

DIM POINT

FACE OF STUD

09 21 16 - METAL FRAMING

ACOUSTIC INSULATION,

FILL FRAMING CAVITIES

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

09 21 16 - 1" GYPSUM SHAFTLINER

1"

09 21 16 - C-H STUD 2-1/2"

3-5/8"

1" AIR GAP

06 10 00 - 5/8" PLYWOOD

NOTE: PROVIDE FIRE BLOCKING AT 10'

INTERVALS, HORIZONTAL AND VERTICAL

DIM POINT

FACE OF STUD

(1) LAYER EACH SIDE

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

(1) LAYER EACH SIDE

06 10 00 - PLYWOOD SHEATHING06 10 00 - PLYWOOD SHEATHING

09 21 16 - 5/8" ABUSE-RESISTANT GYPSUM BOARD

- 5/8"

TOP OF WALL AT 42" AFF

SEE HEAD DETAIL 1C

09 21 16 - PARTIAL HEIGHT WALL FRAMING

SUPPORT STUD REINFORCMENT.

DIM POINT

FACE OF STUD

09 21 16 - METAL FRAMING

PER ASSEMBLY TAG

09 21 16 - 5/8" GYPSUM BOARD

(1) LAYER EACH SIDE

TOP OF WALL AT 42" AFF

SEE HEAD DETAIL 1C

09 21 16 - PARTIAL HEIGHT WALL FRAMING

SUPPORT STUD REINFORCMENT.

A. ALL FIRE PARTITIONS AND FLOORS SHALL BE CAULKED AROUND PERIMETER WITH AN UL

APPROVED NON-HARDENING SEALANT AND COMPLY WITH AN APPROVED ASSEMBLY.

B. REFERENCE CODE COMPLIANCE SUMMARY AND PLANS FOR RATED WALL LOCATIONS.

C. REFERENCE STRUCTURAL FOR CONCRETE MASONRY UNIT, BEARING AND SHEAR WALL

REQUIREMENTS.

D. METAL STUD MATERIAL THICKNESS IS DESIGN-BUILD. CONTRACTOR TO COORDINATE

METAL STUD MATERIAL THICKNESS AND SPACING OF INDIVIDUAL WALLS TO MEET

ALLOWABLE LIMITING WALL HEIGHT CRITERIA. SIZING SHALL MEET THE REQUIREMENTS

OF THE TESTED ASSEMBLY AS APPLICABLE.

E. PROVIDE DEFLECTION HEADS AT NON-BEARING WALLS WHICH TERMINATE AT THE

UNDERSIDE OF STRUCTURE.

F. FILL FULL WIDTH AND DEPTH OF STUD CAVITY WHERE ACOUSTIC INSULATION INDICATED.

123C1

FRAMING MEMBER MATERIAL

AND SIZE (WALL ONLY)

INSULATION DESIGNATION

1 5/8" METAL STUD

METAL FRAMING

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD

8" METAL STUD

7/8" FURRING CHANNEL

1 1/2" FURRING CHANNEL

2 1/2" METAL C-H SHAFT WALL STUD

4" METAL C-H SHAFT WALL STUD

6" METAL C-H SHAFT WALL STUD

WOOD FRAMING*

NOMINAL 2x4, 3x4, OR 4x4 WOOD STUD

NOMINAL 2x6, 3x6, OR 4x6 WOOD STUD

NOMINAL 2x8, 3x8, OR 4x8 WOOD STUD

NOMINAL 2x10, 3x10, OR 4x10 WOOD STUD

CEMENTITIOUS WALLS**

CONCRETE

NOMINAL 4" CMU

NOMINAL 6" CMU

NOMINAL 8" CMU

NOMINAL 10" CMU

NOMINAL 12" CMU

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

T

U

V

X

*REFERENCE STRUCTURAL DOCUMENTS FOR BEARING AND SHEAR WALL REQUIREMENTS

**REFERENCE STRUCTURAL DOCUMENTS FOR BEARING AND REINFORCING REQUIREMENTS

0 = NONE

1 = ACOUSTIC INSULATION (SECTION 07 21 00 - THERMAL INSULATION)

2 = THERMAL BATT INSULATION (SECTION 07 21 00 - THERMAL INSULATION)

3 = FOAM BOARD INSULATION (SECTION 07 21 00 - THERMAL INSULATION)

4 = SPRAY APPLIED INSULATION (SECTION 07 21 29 - SPRAYED INSULATION)

5 = MINERAL FIBER INSULATION (SECTION 07 21 00 - THERMAL INSULATION)

ASSEMBLY NUMBER

INT = INTERTEK - YORK, PA

NGC = NGC TESTING SERVICES - BUFFALO, NY

RAL = RIVERBANK ACOUSTICAL LABORATORIES - GENEVA, IL

WEAL = WESTERN ELECTRO ACOUSTICAL LABORATORY, INC - SANTA CLARITA, CA

** ALL LABORATORIES LISTED ABOVE ARE NVLAP CERTIFIED

NOTES:

1. REFER TO SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES FOR WET AREA MATERIALS

AND TYPICAL LOCATIONS

2. VERTICAL EXTENT OF WET AREA TO BE FROM FLOOR TO 3'-0" ABOVE COUNTER OR

FIXTURE RIM, MIN.

3. DIAGRAM BELOW REFERS TO PLUMBING FIXTURES LOCATED IN NON WET AREA ROOMS.

EXTENT OF

WET AREA

TYPICAL PLUMBING

FIXTURE AT WALL

36" MIN 36" MIN

EXTENT OF

WET AREA

TYPICAL PLUMBING

FIXTURE AT CORNER

AT GREATER

THAN 18", USE TYP

SINK AT WALL

36" MIN

M

IN

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

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C o u n ty

C o m m e rc ia l S t.

A s to ri a

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SE/PS

13 SEPT 2024

2101028-2

ASSEMBLIES -

INTERIOR METAL

GENERAL NOTES - WALL ASSEMBLIES

ASSEMBLY TAG - KEY

FRAMING MEMBER SIZE DESIGNATION

INSULATION DESIGNATION

ACOUSTIC LABORATORY LEGEND

WET AREA LOCATIONS

METAL FURRING

NOT RATED

METAL PARTITION

NOT RATED

METAL PARTITION - DOUBLE STUD

NOT RATED

METAL PARTITION

NOT RATED

METAL PARTITION

NOT RATED

HEAD DETAIL AT BRACED PARTITION

1B

BRACED

HEAD DETAIL AT PARTIAL HEIGHT

1C

SILL DETAIL AT CONCRETE

1D

HEAD DETAIL AT NON-RATED PARTITION

1A

NOT RATED

GYPSUM BOARD FRAMED TO STRUCTURE

C04

GYPSUM BOARD FRAMED

C05

METAL PARTITION

NOT RATED

METAL PARTITION

NOT RATED

ACOUSTIC PARTITION

NOT RATED

METAL PARTITION - PARTIAL HEIGHT

NOT RATED

METAL PARTITION - PARTIAL HEIGHT

NOT RATED

LEGEND - SITE PLAN

ASPHALT PAVING

EXISTING PAVING AND/OR LANDSCAPE AREA

EXISTING CONCRETE PAVING TO REMAIN

CONCRETE PAVING

EXISTING STRUCTURE TO REMAIN

PARKING AND DRIVE STRIPING

LANDSCAPE AREAS

EXISTING HISTORIC JAIL

(FILM MUSEUM)

NOT IN SCOPE

A051

2A

COURTHOUSE

DN

A051

A051

A

4 356

24'-0" 24'-9" 11'-3"

UP

UP

UP

H

24 3

COURTROOM

8 9

UP

HOLDING

11'-3" 11'-3"

6"

MAINTENANCE

EXTERIOR

STORAGE

A

4 356

24'-0" 24'-9" 11'-3"

UP

UP

UP

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

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C o u n ty

C o m m e rc ia l S t.

A s to ri a

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A051

SE/PS

13 SEPT 2024

2101028-2

SITE PLANS AND

DETAILS

GENERAL NOTES - SITE PLAN

A. SITE PLAN KEYED NOTES APPLY TO A050 SHEET SERIES. ALL KEYED NOTES MAY NOT

OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE

NOTED.

KEYED NOTES - SITE PLAN

1 INSTALL TRENCH DRAIN IN TOP LANDING. INSTALL PIPING BENEATH STAIRS TO CONNECT

DRAIN CATCH BASIN AND EXISTING DRAIN PIPE AT LOWER LANDING.

2 DEMOLISH AND POUR BACK CONCRETE STAIRS. MAINTAIN A MINIMUM 1'-0" CLEARANCE

OF EXISTING SITE WALLS. INSTALL EPOXY DOWELLS ON EACH SIDE OF NEW STAIRS TO

EXISTING CONCRETE.

3 ADA COMPLIANT TRAFFIC-RATED CATCH BASIN AT LOWER LANDING.

4 03 30 00 - CONCRETE SLAB, NEW CONCRETE LANDING. 4" THICKNESS WITH #4

REINFORCING BAR AT 16" O.C.

5 HEAT PUMP OUTDOOR UNIT NIC, BY OTHERS

6 EXISTING RAMP.

7 EXISTING MECH UNIT

8 EXISTING LAWN AND PLANTING

9 EXISTING CONCRETE WALK

10 ALTERNATE #1: INSTALL TRENCH DRAIN IN TOP LANDING. DEMOLISH PAVING AS

REQUIRED TO INSTALL DRAIN PIPE TO CONNECT TRENCH DRAIN TO CATCH BASIN AT

EAST EDGE OF PARKING AREA, APPROXIMATELY 80' - VIF

11 REMOVE AND REPLACE EXISTING CONCRETE LANDING. COORDINATE WITH WORK OF

ALTERNATE #1 AND/OR BASE BID, AS SELECTED BY OWNER

12 EXISTING CATCH BASIN

13 05 50 00 - PAINTED METAL HANDRAIL

1" = 20'-0"

SITE PLAN

1/4" = 1'-0"

SOUTH ENTRY WITH ALTERNATE #1

2A

1/4" = 1'-0"

NORTH YARD PLAN

1/4" = 1'-0"

SOUTH ENTRY

C R

CR

A

B

C

D

E

H

G

F

24 3

M A

G

STORAGE

COURT STAFF

WAITING

SCREENING

TEL. SERVER RM.

ELECT.

ELEV. EQUIP.

JURY R.R.

JUDGE R.R.

HALL

CONF.

COURTROOM

HOLDING

HOLDING

OFFICE

ELECTRICAL

MAINTENANCE

WORK RM.

11'-3" 11'-3"

'-9

3'

-9

8' -9

'-9

'-1

1"

'-9

'-4

A801

5' -5

/2

CLEAR

5'-4"

10 6

002C2

002C2

002C2

002C2

002C2

002C2

007E1

009C0

008C1

008C1

008C1

007B1

007E1

A801

002C2

6' -1

009C0

010C0

S L

O P

E

1'-6"

E

E

HOLDING

007C1

007C1

F O

F (V

IF

5' -2

M

IN

001C2 001C2

002C2

002C2

CORRIDOR

HALL

009C0

A801

002C1

HALL

5' -0

010C0

7' -2

C

LE

A

R

VESTIBULE

C

3' -0

F

O F

1'-5 1/2"

1'-8" MIN

1 23

FOF (VIF)

5'-2" MIN

3'-0" FOF

3' -0

F

O F

3'-0" FOF

FOF

1'-8"

5'-2" FOF

6' -6

M

IN

C

LE

A

R

007C1

3' -2

F

O F

C

007E1

7'-0" CLEAR

7' -0

V

IF

F O

F

1' -4

4'-8" MIN CLR

007C1

6'

-7

A801 9

C

LR

M

IN

6"

11 LEGEND - FLOOR PLAN

N.I.C. AREAS

AREA OF ADDED INTERIOR CONCRETE SLAB FLOOR

CR CARD READER

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

D es ig n an d

A rc hi te ct ur e, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

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C o u n ty

C o m m e rc ia l S t.

A s to ri a

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A150

RG

13 SEPT 2024

2101028-2

ENLARGED PLAN

- BASEMENT

GENERAL NOTES - ENLARGED PLAN

A. ENLARGED PLAN KEYED NOTES APPLY TO A150 SERIES SHEETS. ALL KEYED NOTES MAY

NOT OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE

NOTED.

B. SEE SHEET G801 FOR TYPICAL ACCESSIBILITY CLEARANCES AND MOUNTING HEIGHT

INFORMATION

C. SEE THE ROOM FINISH SCHEDULE FOR ADDITIONAL FINISH AND MATERIAL INFORMATION

D. REFERENCE SHEET A801 FOR DETAILS OF TRANSITIONS BETWEEN FLOORING MATERIALS

E. IN ADDITION TO ANY CONDUIT INSTALLATION, CONTRACTOR SHALL PULL ALL CABLING

FOR ALL LOW-VOLTAGE DEVICES, CAMERAS, DATA-PORTS, AND ALL OTHER LOCATIONS

REQUIRED LOW-VOLTAGE CONNECTIONS. CONTRACTOR SHALL INSTALL ALL OUTLETS

AND COVER PLATES AT LOW-VOLTAGE LOCATIONS.

1/4" = 1'-0"

ENLARGED FLOOR PLAN - BASEMENT

KEYED NOTES - ENLARGED PLAN

1 ALIGN

2 OFOI MAGNETOMETER

3 EXISTING RAMP

4 22 00 00 - COMBI-TOILET AND GRAB BARS

5 22 00 00 - ACCESSIBLE COMBI-TOILET

6 OFCI FURNITURE. VERIFY WITH OWNER WHICH FURNITURE IS TO BE SECURED TO THE

FLOOR.

7 STAIRS ABOVE

8 05 50 00 PAINTED METAL HANDRAIL. EXTEND RAILING BOTTOM HORIZONTALLY MIN 12"

BEYOND RAMP END. RAILING TOP RETURNS PERPENDICULAR TO WALL.

9 08 80 00 - GL-3 GLASS WINDOW SET IN WOOD FRAME. SEE 2/A801 FOR TYP DETAIL

10 10 51 23 - STORAGE LOCKERS

11 PATCH AND REPAIR PAINT AND TRIM ON LOBBY SIDE OF ELEVATOR DOORS AS

REQUIRED.

12 NOT USED

13 0 71 00 - ELECTRIC HARDWARE WITH REMOTE PUSH-BUTTON RELEASE.

14 INFILL WALL, NEW PAINT AND TRIM TO MATCH EXISTING. PATCH AND REPAIR EXISTING

FLOORING.

15 RELOCATE EXISTING DOOR, FRAME CASING, AND HARDWARE. PATCH AND REPAIR

EXISTING WALL AND FLOORING.

16 LOCATE POWER AND DATA WITH ACCESS TO DATA AT DESK. SEE ELECTRICAL DRAWINGS

17 INSTALL JUNCTION BOX AND ELECTRICAL CONDUIT ABOVE CEILING FROM HOLDING

ROOM TO CORRIDOR FOR OFOI SECURITY CAMERA EQUIPMENT AND WIRING. VERIFY BOX

LOCATIONS WITH OWNER PRIOR TO INSTALLATION.

18 RELOCATE (E) GUN LOCKERS AND PLYWOOD BACKING HERE.

19 CORNER GUARDS INSTALLED AT COLUMNS.

20 RELOCATE TV MOUNTING AND ASSOCIATED POWER AND CABLE CONNECTIONS

CENTERED ON WALL.

22 RELOCATE EXISTING ADA DOOR ACTUATOR BUTTON TO FACE OF FURRING WALL.

23 MATCH ADJACENT BASE AND TRIM.

24 06 20 00 - NEW WOOD CASING AROUND EXISTING OPENING, WD-2

25 ALIGN FACE-OF-FINISH WITH EXISTING ON BOTH SIDES OF PARTITION

26 CONTINUE GYPSUM BOARD AND PLYWOOD AROUND COLUMN. FRAME WITH HAT

CHANNEL AND/OR WOOD FURRING

27 HORIZONTAL AND VERTICAL GRAB BARS, SEE G802 FOR LOCATION REQUIREMENTS

28 NEW PARTITION SHALL NOT BE ATTACHED TO EXISTING PARTITION. MAINTAIN MIN 1/2"

GAP BETWEEN EXISTING PARTITION AND NEW FRAMING. PROVIDE FIRE BLOCKING AT 10'

INTERVALS HORIZONTAL AND VERTICAL BETWEEN EXISTING AND NEW PARTITIONS.

29 FRAME WALLS WITH 1-1/2" +/- CLEAR BETWEEN WALL BOARD/SHEATHING AND FACE OF

COLUMN.

30 VERIFY IN FIELD DIFFERENCE IN FINISHED FLOOR ELEVATION LEVEL AND NOTIFY

ARCHITECT. ADJUST RAMP LENGTH TO MAINTAIN RAMP SLOPE LESS THAN OR EQUAL TO

SLOPE INDICATED

12 36 00 - COUNTERTOP WITH

HARDWOOD EDGE BANDING, PLASTIC

LAMINATE TOP, STAIN EDGE BANDING

TO MATCH ADJACENT TRIM

08 56 53 - BULLET RESISTANT SLIDING

TRANSACTION WINDOW, OPERABLE

PANEL. ALT #2: WOOD PANEL IN LIEU

OF BULLET RESISTANT GLAZING

06 20 00 - REINSTALL EXISTING

WOOD BASE, INFILL WITH NEW TO

MATCH EXISTING AS REQUIRED

REINSTALL EXISTING COUNTERTOP.

TRIM TO FIT NEW WALLS

PAINT NEW WALL TO

MATCH EXISTING

06 20 00 - SHELVING BEYOND

08 56 53 - BULLET RESISTANT

TRANSACTION WINDOW, FIXED PANEL

A651

A651

EXISTING WOOD COILING DOOR TO REMAIN

EXISTING WOOD COILING DOOR

WOOD TRACKS TO REMAIN

EXISTING WOOD TRIM TO REMAIN

12 36 00 - COUNTERTOP WITH

HARDWOOD EDGE BANDING, PLASTIC

LAMINATE TOP, STAIN EDGE BANDING

TO MATCH ADJACENT TRIM

EXISTING WOOD TRIM

REMOVE AND REINSTALL

08 56 53 - BULLET RESISTANT SLIDING

TRANSACTION WINDOW

6'-8" COUNTERTOP

EXISTING MARBLE BASE

EXISTING DOOR,

PROTECT IN PLACE

06 20 00 -…