G001.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

/8 /2

:0

:5

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

A D

D

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 ■ ■ ■

A100 OVERALL FLOOR PLANS ■

A150 ENLARGED PLAN - BASEMENT ■ ■ ■

A250 ENLARGED RCP - 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

4 ADDENDUM 4 11/8/24