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CS
COVER SHEET
Drawing:
S E| ASCOTT EDWARDS ARCHITECTURE LLP|2525 E. Burnside St., Portland, OR 97214phone:(503) 226-3617 www.seallp.com
Date:
Job No:
Drawn By:
Checked By:
Sheet No:
CORNELIUS CITY COUNCIL CHAMBER
1355 N. BARLOW ST.CORNELIUS, OREGON 97113
19053
06.14.2019
AK/CC/SB
CONSTRUCTION SET 07.22.2019
TENANT IMPROVEMENTCORNELIUS CITYCOUNCIL CHAMBER
LOBBY
101
RESTROOM
103
RESTROOM
104
WORK ROOM
105
MINI COURT
107
CLERK/TYPIST
108
CONFERENCE
110
SECURE STORAGE
111
OFFICE
106
COUNCIL CHAMBERS
102
FUTURE
STORAGE
N
N
UP
DN
2 / 32"
2 / 32"
131 OCC
15
1,958 SF
ASSEMBLY
70
70
1 / 32"
1 / 32"
2 OCC
100
119 SF
BUSINESS
1 / 32"
1/ 32"
2 OCC
100
163 SF
BUSINESS
1 / 32"
1 / 32"
3 OCC
100
285 SF
BUSINESS
1 / 32"
1 / 32"
2 OCC
300
362 SF
STORAGE
G1.01
FLS DIAGRAM
CODE SUMMARY SHEET
Drawing:
S E
|
A
SCOTT EDWARDS ARCHITECTURE LLP|
2525 E. Burnside St., Portland, OR 97214
phone:(503) 226-3617 www.seallp.com
Date:
Job No:
Drawn By:
Checked By:
Sheet No:
CORNELIUS
CITY COUNCIL
CHAMBER
1355 N. BARLOW ST.
CORNELIUS, OREGON 97113
19053
06.14.2019
AK/CC/SB
RM
OCCUPANCY:
SEC 302 OCCUPANCY: A-3: ASSEMBLY
B BUSINESS
S-1: STORAGE
ALLOWABLE AREA:
TABLE 503 BASIC ALLOWABLE AREA: A-3 = 6,000 SF / 1 STORY (40' MAX HEIGHT) FOR TYPE VB
EXISTING HEIGHT: 28' (NO INCREASE PROPOSED)
AREA MODIFICATIONS:
TABLE 508.4 SEPARATION OF OCCUPANCIES: A: NO SEPARATION REQUIRED
EXISTING BLDG.: A: NO SEPARATION REQUIRED
CHAPTER 6 - TYPE OF CONSTRUCTION:
SEC 602 CONSTRUCTION TYPE V-B, NON-SPRINKLERED
CHAPTER 8 - INTERIOR FINISHES:
TABLE 803.9 PROPOSED MIN. FLAME SPREAD RATING ; NON-SPRINKLERED
ROOMS AND ENCLOSED SPACES: C
CHAPTER 9 - FIRE PROTECTION SYSTEMS:
SEC 903.2.8 AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED
CHAPTER 10 - MEANS OF EGRESS:
TABLE 1004.1.1 OCCUPANT LOAD: COUNCIL CHAMBERS 102 (A-3 OCC) 1958 SF / 15 = 131
WORKROOM 105 (B OCC) 163 SF/100 2
OFFICE 106 (B OCC) 119 SF/100 2
CONFERENCE 110 (B OCC) 285SF/100 3
SECURE STORAGE 111 (S-1 OCC) 362 SF/300 2
TOTAL 140 OCCUPANTS
TABLE 1005.1 EGRESS WIDTH: OTHER EGRESS COMPONENTS: 140(0.15 ) = 21 INCHES REQUIRED
103 INCHES PROVIDED
EXITS PROVIDED: GROUND FLOOR: 2
SEC 1006 EGRESS ILLUMINATION MEANS OF EGRESS AND EXIT DISCHARGE SHALL BE ILLUMINATED
AT ALL TIMES WHEN OCCUPIED. ILLUMINATION LEVEL SHALL NOT
BE LESS THAN 1 FC AT THE WALKING SURFACE. AN EMERGENCY
POWER SYSTEM SHALL PROVIDE POWER FOR NOT LESS THAN 90
MINUTES.
SEC 1007.1 ACCESSIBLE MEANS OF EGRESS ACCESSIBLE MEANS OF EGRESS NOT REQUIRED PER 1007.1.1
SEC 1008.1.1 SIZE OF DOORS (CLEAR WIDTH) 32" MIN.
SEC 1008.1.2 DOOR SWING EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED
SWINGING TYPE.
SEC 1008.1.5 FLOOR ELEVATION LANDINGS ON EACH SIDE OF THE DOOR ARE REQUIRED AT THE
SAME ELEVATION EXCEPT AT EXTERIOR LANDINGS WITH 2
PERCENT MAX SLOPE.
SEC 1008.1.7 THRESHOLDS 1/2 INCH MAXIMUM ABOVE FINISH FLOOR
SEC 1008.1.9.3.2 LOCKS AND LATCHES EXISTING PANIC HARDWARE PROVIDED
TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL A-3 OCC: 75' = 30'-0" ACTUAL
TABLE 1015.1 MAX LOAD PER SPACE W/ ONE EXIT A-3 OCC: 49 MAX. 131 ACTUAL: 2 EXITS PROVIDED
SEC 1015.2.1.2 EXIT ARRANGEMENT EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL
NOT BE LESS THAN 1/3 OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF
THE AREA SERVED.
TABLE 1016.2 MAXIMUM EXIT ACCESS TRAVEL W/ SPRINKLER A-3 OCC: 200' = 44' ACTUAL
BUILDING CODE SUMMARY:
2014 OREGON STRUCTURAL SPECIALITY CODE
ACCESSIBILITY FOR (E) BUILDINGS
SECTION 3411
TOTAL VALUATION OF PROJECT = 1,958 SF X $43.50 = $525,000
ACCESSIBLY ROUTE PROVIDED, ALL BARRIERS REMOVED
IN
# / IN
# OCC
OLF
SF
USE
USE AREA
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
NUMBER OF EXITS REQ./WIDTH REQ.
EXITS PROVIDED/TOTAL WIDTH PROVIDED
NOTE: VERIFY LOCATION AND QUANTITY OF ALL FIRE
EXTINGUISHERS WITH OWNER AND FIRE MARSHAL
PRIOR TO INSTALLATION.
EXIT SIGNAGE PER 2010 OSSC, SECTION 1011 REQUIREMENTS.
PATH OF EGRESS TRAVEL TO REQUIRED EXIT
EGRESS AISLE WITH EGRESS LIGHTING: PROVIDE
AN AVERAGE OF 1fc UPON INTERRUPTION OF
BUILDING POWER AT EGRESS AISLE PER 2010
OSSC SECTION 1006.4 (EGRESS PATH SHOWN
HATCHED).
DESCRIPTIONSYMBOL
GRAPHIC LEGEND:
1
OCCUPANT LOAD - ARROW INDICATED ASSUMED TRAVEL
DIRECTION
1
NORTH
NEW FLOOR PLAN
1/8" = 1'-0"
DTL #
SHT #
-
BUILDING
SECTION FLAG
INTERIOR
ELEVATION TAG
DTL #
SHT #
FIXTURE/EQUIPMENT TAG -
SEE EQPT SCHEDULE
KEYNOTE
-
-
DOOR TAG - SEE DOOR
SCHEDULE
WINDOW TAG - SEE WINDOW
TYPES
ROOM NAME TAG
ROOM
-
FINISH TAG -
SEE SHEET FINISH SCHEDULE
EXTERIOR
ELEVATION FLAG
DTL #
SHT #
-
BUILDING ASSEMBLY TAG
SEE BUILDING ASSEMBLY SCHEDULE
DTL#
SHT #
DETAIL FLAG
N
S
W E
GRADE BASE POINT / BENCHMARK,
FIRE EXTINGUISHER & CABINET
-
-
-
INTERIOR RELITE TAG - SEE RELITE
TYPES
FE
ARCHITECTURAL GRAPHIC SYMBOLS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM
DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION
WITH THE EXECUTION OF THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR,
WITHIN ONE (1) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION
UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED.
7.
6.
10.
5.
4.
GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING.
GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN CONDITION AT ALL TIMES DURING THE PROJECT.
ALL CONSTRUCTION SHALL COMPLY WITH THE 2014 OSSC, AND ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES.
3.
2.
8.
9.
GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA, AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE WITH DAILY
OPERATION OF ADJACENT PROPERTIES.
11.
GENERAL NOTES:
GENERAL CONTRACTOR TO PREPARE AND SUBMIT A PREFIRE PROTECTION PLAN TO THE FIRE PLAN REVIEWER PRIOR TO ISSUANCE OF PERMIT. A COPY OF THIS PLAN TO
REMAIN ON THE JOB SITE DURING CONSTRUCTION
THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING
THOSE FURNISHED BY SUBCONTRACTORS.
1.
KEY:
DRAWING ISSUED FOR PLAN REVIEW AND BIDDING
DRAWING REVISED AND REISSUED
REVISION NUMBER
DRAWING ISSUED FOR REVIEW / COORDINATION
INDEX
X
06/14/20
19
CS COVER SHEET
G1.01 CODE SUMMARY & GENERAL INFORMATION
A2.11 GROUND FLOOR PLAN AND RCP
A10.01 WINDOW AND DOOR TYPES, SCHEDULES
A0.02
A0.01
A2.10 DEMOLITION FLOOR PLAN AND RCP
SPECIFICATIONS
SPECIFICATIONS
12
A8.01 INTERIOR ELEVATIONS
ATTN:
FAX:
TEL:
ARCHITECT: SCOTT | EDWARDS ARCHITECTURE, LLP
2525 EAST BURNSIDE STREET
PORTLAND, OREGON 97214
503.226.3617
503.226.3715
SUSAN BALOGH
ATTN:
FAX:
TEL:
OWNER: CITY OF CORNELIUS
1355 N BARLOW STREET
CORNELIUS OR 97113
503.357.3011
503.357.3424
MARK CROWELL
TEL:
FAX:
ATTN:
JURISDICTION: CITY OF FOREST GROVE
1924 COUNCIL STREET
FOREST GROVE, OR 97116
503.992-3227
-
CITY OF FOREST GROVE BLDG DEPARTMENT
PROJECT DIRECTORY
VICINITY MAP
ALTERNATES
1. USE KAWNEER OR LIKE STOREFRONT SYSTEM ASSEMBLY AT NEW EXIT DOOR.
2. REPLACE ALL WINDOWS ON CITY COUNCIL SIDE WITH NEW VINYL WINDOWS.
3. IF ALL WINDOWS ARE REPLACED, INSTALL ALL NEW SOLAR SHADES.
4. BUILD NEW STORAGE ROOM (SHOWN DASHED IN).
5. EXISTING HVAC TO BE FUNCTIONAL FOR NEW SPACE.
(MECH. DESIGN BUILD)
NO WORK
THIS AREA
CORNELIUS CIVIC CENTER
1355 N. BARLOW ST.
CORNELIUS, OR 97113