Addendum 1- CCFEC_Bid_Docs_Drwgs.pdf
PDF 13 MB Posted
- Solicitation number
- S-C01010-00007195
- Issued by
- Clackamas County, Canyonville City, Oregon
About this file
This document is Addendum 1 to the bid documents for Bid #2023-54 Clackamas County Fairgrounds Multiuse Building Project. The project is being solicited by Clackamas County, Oregon through its Board of County Commissioners. The sealed bids are due by July 13, 2023 at 2:00 PM Pacific Time at the specified BidLocker URL. The project involves the construction of a multiuse building at the Clackamas County Fairgrounds. The addendum may contain revisions, clarifications, or additional information to the original bid documents, drawings, and specifications.
The pricing terms, set-asides, incumbent information, funding sources and amounts, and other salient details are not included in this addendum. The addendum focuses on providing supplemental information to the original bid package rather than repeating the complete bid requirements.
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STREET ADDRESS: 694 NE 4TH AVE, CANBY, OR USA 97013
PROJECT DESCRIPTION: NEW 1 STORY MULTI-PURPOSE BUILDING WITH MEZZANINE. ADA
PARKING STALLS AT GROUND FLOOR.
SITE AREA: ~74,448 S.F. (APPROX. AFFECTED AREA - SEE SITE PLANS)
GROSS FLOOR AREA: 42,890 S.F.
CONSTRUCTION TYPE: TYPE II-B CONSTRUCTION
OCCUPANCIES: A-3, B, S-1
A. PRE-ENGINEERED METAL BUILDING (PEMB)
B. FIRE DETECTION AND PROTECTION SYSTEM
ZONE: R-1 LOW DENSITY RESIDENTIAL
BUILDING LOT COVERAGE AREA: SEE SITE PLANS
LOADING & UNLOADING: NOT REQUIRED
TRASH / RECYCLING AREA: NOT REQUIRED; TRASH AND RECYCLING ARE CENTRALIZED ON
FAIRGROUNDS CAMPUS AND MANAGED BY THE FAIR STAFF.
PARKING: NOT REQUIRED; PARKING LIMITED TO ESTABLISHED PARKING ZONES
OUTSIDE THE FAIRGROUNDS.
CONTACT PERSON:
T:
OWNER
CLACKAMAS COUNTY FAIR
694 NW 4TH AVE.
CANBY,OR, 97013
BRIAN CROW
brianc@ccfairevents.com
WWW.CLACKAMASCOUNTYFAIR.COM
503.266.1136
CONTACT PERSON:
T:
F:
ARCHITECT
LRS ARCHITECTS
720 NW DAVIS ST, STE 300
PORTLAND, OR 97209
BRIAN DUELTGEN
bdueltgen@lrsarchitects.com
WWW.LRSARCHITECTS.COM
503.265.1562
503.221.2077
CONTACT PERSON:
T:
CIVIL
3J CONSULTING
9600 SW NIMBUS AVE, STE 100
BEAVERTON, OR 97008
AARON MURPHY
aaron.murphy@3J-consulting.com
WWW.3JCONSULTING.COM
503.946.9365
CONTACT PERSON:
T:
STRUCTURAL
IMEG CORP.
1022 SW SALMON ST, STE 300
PORTLAND, OR 97205
NATHAN HOESLY
nathan.j.hoesly@imegcorp.com
WWW.IMEGCORP.COM
503.274.1843
CONTACT PERSON:
T:
MECHANICAL
INTERFACE ENGINEERING INC.
100 SW MAIN ST, STE 1600
PORTLAND, OR 97204
MICHELLE SETTERBERG
michelles@interfaceeng.com
WWW.INTERFACEENGINEERING.COM
503.382.2656
CONTACT PERSON:
T:
ELECTRICAL
INTERFACE ENGINEERING INC.
100 SW MAIN ST, STE 1600
PORTLAND, OR 97204
DENNIS OBRITSCHKEWITSCH
denniso@interfaceeng.com
WWW.INTERFACEENGINEERING.COM
503.382.6698
CONTACT PERSON:
T:
PLUMBING
INTERFACE ENGINEERING INC.
100 SW MAIN ST, STE 1600
PORTLAND, OR 97204
RYAN MCCLAIN
ryanm@interfaceeng.com
WWW.INTERFACEENGINEERING.COM
503.382.2266
CONTACT PERSON:
T:
F:
SURVEY
CENTERLINE CONCEPTS
19376 MOLALLA AVE, STE 120
OREGON CITY, OR 97045
TOBY BOLDEN
WWW.CENTERLINECONCEPTS.COM
503.650.0188
503.650.0189
CONTACT PERSON:
T:
F:
GEOTECHNICAL
LANDSLIDE TECHNOLOGY
10250 SW GREENBURG RD,
STE 111
PORTLAND, OR 97223
WADE OSBORNE
wadeo@landslidetechnology.com
WWW.LANDSLIDETECHNOLOGY.COM
503.452.1100
503.452.1528
CONTACT PERSON:
T:
TRAFFIC
KITTELSON & ASSOCIATES, INC
851 SW 6TH AVE, STE 600
PORTLAND, OR 97204
CHRIS BREHMER
cbrehmer@kittelson.com
WWW.KITTELSON.COM
503.535.7433
SITE LOCATION
◘ ISSUED / DELETED
● REVISED ® ISSUED FOR REFERENCE ONLY
SHEET TITLE:
DRAWN BY:
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
:4
:4
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
CMD
G000
COVER SHEET
BID SET
CLACKAMAS COUNTY FAIRGROUNDS
MULTI-PURPOSE BUILDING
694 NE 4TH AVENUE
CANBY, OR 97013
BID SET - 5.05.2023
5.05.2023
LRS Architects, Inc. © 2023
LRS PROJECT NUMBER: 222033
NOT TO SCALE
PROJECT SUMMARY
DEFERRED SUBMITTALS
ZONING INFORMATION
PROJECT DIRECTORY
VICINITY MAP
NORTH
SHEET NUMBER SHEET NAME B
ID
S E
T
.0
.2
0 GENERAL
G000 COVER SHEET ◘
G002 ARCHITECTURAL DRAWING INFO ◘
SUR01 TOPOGRAPHIC SURVEY - 1 OF 11 ◘
SUR02 TOPOGRAPHIC SURVEY - 2 OF 11 ◘
SUR03 TOPOGRAPHIC SURVEY - 3 OF 11 ◘
SUR04 TOPOGRAPHIC SURVEY - 4 OF 11 ◘
SUR05 TOPOGRAPHIC SURVEY - 5 OF 11 ◘
SUR06 TOPOGRAPHIC SURVEY - 6 OF 11 ◘
SUR07 TOPOGRAPHIC SURVEY - 7 OF 11 ◘
SUR08 TOPOGRAPHIC SURVEY - 8 OF 11 ◘
SUR09 TOPOGRAPHIC SURVEY - 9 OF 11 ◘
SUR10 TOPOGRAPHIC SURVEY - 10 OF 11 ◘
SUR11 TOPOGRAPHIC SURVEY - 11 OF 11 ◘
1 CIVIL
C000 COVER SHEET ◘
C002 LEGENDS & SYMBOLS ◘
C100 EXISTING CONDITIONS PLAN ◘
C101 DEMOLITION PLAN ◘
C110 ESCP COVER SHEET ◘
C111 EXISTING CONDITIONS & DEMOLITION ESCP PHASE I ◘
C112 GRADING ESCP PHASE II ◘
C113 UTILITY INSTALLATION ESCP PHASE III ◘
C114 VERTICAL CONSTRUCTION ESCP PHASE IV ◘
C115 FINAL LANDSCAPING AND STABILIZATION ESCP PHASE V ◘
C116 EROSION CONTROL DETAILS ◘
C117 EROSION CONTROL DETAILS ◘
C210 OVERALL SITE PLAN ◘
C211 SITE PLAN I ◘
C212 SITE PLAN II ◘
C220 HORIZONTAL CONTROL PLAN I ◘
C221 HORIZONTAL CONTROL PLAN II ◘
C230 GRADING PLAN I ◘
C231 GRADING PLAN II ◘
C250 FIRE ACCESS PLAN ◘
C300 COMPOSITE UTILITY PLAN ◘
C400 STORM PLAN I ◘
C401 STORM PLAN II ◘
C500 SEWER PLAN I ◘
C501 SEWER PLAN II ◘
C600 WATER PLAN ◘
C901 PUBLIC UTILITY DETAILS ◘
C910 SITE DETAILS ◘
C911 SITE DETAILS ◘
C920 UTILITY DETAILS ◘
C921 UTILITY DETAILS ◘
C922 UTILITY DETAILS ◘
C923 UTILITY DETAILS ◘
3 ARCHITECTURAL
AD001 DEMO SITE PLAN ◘
A001 SITE DEVELOPMENT PLAN ◘
A020 MAINTENANCE BUILDING - PARTIAL PLANS, ELEVATIONS AND SECTIONS
A100 CODE ANALYSIS ◘
A101 ADA ACCESSIBILITY COMPLIANCE ◘
A103 ENERGY CODE COMPLIANCE ◘
A110 CODE ANALYSIS PLAN ◘
A140 ASSEMBLY TYPES ◘
A160 METAL STUD WALL TERMINATION ◘
A200 OVERALL FIRST FLOOR PLAN ◘
A201A LEVEL 1 PLAN - WEST ◘
A201B LEVEL 1 PLAN - EAST ◘
A240 ENLARGED PLANS ◘
A301 ROOF PLAN ◘
A401 REFLECTED CEILING PLANS ◘
A501 EXTERIOR ELEVATIONS ◘
A601 BUILDING SECTIONS ◘
A610 WALL SECTIONS ◘
A611 WALL SECTIONS ◘
A614 MEZZANINE STAIR ◘
A701 DOOR SCHEDULE AND TYPES ◘
A710 WINDOW TYPES ◘
A800 INTERIOR SCHEDULES ◘
A810 INTERIOR FINISH PLAN ◘
A820 INTERIOR ELEVATIONS ◘
A900 SITE DETAILS ◘
A920 PLAN DETAILS ◘
A930 ROOF DETAILS ◘
A940 CEILING DETAILS ◘
A950 EXTERIOR DETAILS ◘
A960 STAIR DETAILS ◘
A970 EXTERIOR DOOR AND WINDOW DETAILS ◘
A971 INTERIOR DOOR DETAILS ◘
A980 INTERIOR DETAILS ◘
DRAWING INDEX LEGEND
SHEET NUMBER SHEET NAME B
ID
S E
T
.0
.2
4 STRUCTURAL
S001 GENERAL NOTES AND SHEET INDEX ◘
S002 SPECIAL INSPECTIONS, SYMBOLS AND ABBREVIATIONS ◘
S010 LOADING PLANS ◘
S011 LOADING PLANS ◘
S201A FOUNDATION PLAN - WEST ◘
S201B FOUNDATION PLAN - EAST ◘
S300 TYPICAL CONCRETE DETAILS ◘
S301 FOUNDATION SECTIONS ◘
5 MECHANICAL
M000 SYMBOL LIST AND GENERAL NOTES - MECHANICAL ◘
M101 ZONE PLAN - MECHANICAL ◘
M102 MEZZANINE ZONE PLAN - MECHANICAL ◘
M201 ENLARGED MECHANICAL PLAN - WEST ◘
M202 ENLARGED MECHANICAL PLAN - EAST ◘
M203 MEZZANINE PLAN - MECHANICAL ◘
M301 ROOF PLAN - MECHANICAL ◘
M701 SCHEDULES - MECHANICAL ◘
M901 SECTIONS - MECHANICAL ◘
M902 DETAILS - MECHANICAL ◘
6 PLUMBING
P000 SYMBOL LIST AND GENERAL NOTES - PLUMBING ◘
P201 OVERALL UNDERGROUND PLAN ◘
P202 OVERALL PLUMBING FLOOR PLAN ◘
P203 ENLARGED PLAN AND RISER - NORTHEASTERN PLUMBING UNDERGROUND ◘
P204 ENLARGED PLAN AND RISER - NORTHEASTERN PLUMBING ◘
P205 ENLARGED PLAN AND RISER - SOUTHEASTERN PLUMBING UNDERGROUND ◘
P206 ENLARGED PLAN AND RISER - SOUTHESTERN PLUMBING ◘
P701 SCHEDULES - PLUMBING ◘
P902 DETAILS - PLUMBING ◘
7 ELECTRICAL
E000 SYMBOL LIST AND GENERAL NOTES - ELECTRICAL ◘
E101 SITE PLAN - ELECTRICAL ◘
E201 POWER PLAN - WEST ◘
E202 POWER PLAN - EAST ◘
E203 MEZZANINE PLAN - POWER ◘
E204 ENLARGED PLANS AND SECTIONS - ELECTRICAL ◘
E205 ENLARGED PLANS & SECTIONS - ELECTRICAL ◘
E301 ROOF PLAN - POWER ◘
E401 FIRST FLOOR PLAN - LIGHTING ◘
E402 MEZZANINE PLAN - LIGHTING ◘
E701 LUMINIARE SCHEDULE - LIGHTING RELAY SCHEDULE ◘
E702 EQUIPMENT CONNECTION SCHEDULE - LIGHTING CONTROL MATRIX ◘
E703 PANELBOARD SCHEDULES ◘
E704 PANELBOARD SCHEDULES ◘
E801 DETAILS - ELECTRICAL ◘
E802 DETAILS - ELECTRICAL ◘
E901 SINGLE LINE DIAGRAMS - ELECTRICAL ◘
E902 PHOTOVOLTAIC DIAGRAM ◘
(NOTE: PERSPECTIVE IS APPROXIMATE- REFER TO DRAWINGS)
1 ADDM 1 7/11/23
ADDM 1 - 7/11/23
SP
ADA
PB B
HO
CB
T
V
EC
FA
MP
EP
CA
FEC
SEMI-RECESSED MOUNTED FIRE EXTINGUISHER CAB
FIRE EXTINGUISHERS
FIRE DEPARTMENT CONNECTIONS
FDC DOUBLE SIAMESE CONNECTION
ROOF DRAIN AND OVERFLOW COMBINATION
FLOOR DRAIN ROUND
FLOOR DRAIN SQUARE
WATER CLOSET - FLOOR-MOUNTED
URINAL - WALL MOUNTED
WATER HEATER
HOSE BIB
ADA WATER FOUNTAIN
HB
WH
FD
FD
RD/OD
DOOR NUMBER
A
0 COLUMN GRID
A101
ENLARGED PLAN/DETAIL CALLOUT
A500
EXTERIOR BUILDING ELEVATION
A800
4 INTERIOR ELEVATIONS
A101
SIM
BUILDING SECTION
A101
WALL SECTION
A101
SIM
SECTION/ELEVATION DETAIL CALLOUT
/1 A101
/1 A101
SHEET MATCHLINE REFERENCE
18' - 0" CEILING ELEVATION TAG
F-1 MATERIAL FINISH TAG
FLOOR FINISH TAG
B 3 A
2 S
WALL TAG
W WINDOW/LOUVER TAG
ROOM NAME ROOM TAG
99 KEY NOTE TAG
1 RFI- REVISION TAG
ELEVATION/LEVEL MARK
0'-0"
LEVEL 1
ARCHITECTURAL ELEVATION
0' - 0"
(TYP) - A REPEATED CONDITION THAT IS EXACTLY
THE SAME THAT IS REFERENCED AS "TYPICAL " AT
A MINIMUM AT ONE LOCATION PER SHEET.
(SIM) - A CONDITION THAT IS SIMILAR BUT NOT
EXACTLY THE SAME AS THE TYPICAL CONDITION.
THE DETAIL THEN SHOWS THE SIMILAR
CONDITION.
FLOOR/ROOF TAG
1F/R 2 S
FW
IBC WALL TYPE KEYNOTE TAG
FF-1
FILL
CONCRETE FILL
SOIL
FIBER CEMENT BOARD
GYPSUM BOARD
RIGID INSULATION
SAND
ALUMINUM
BRICK
MASONRY - CONCRETE BLOCK
STEEL
WOOD - FINE GRAIN PAVEMENT
MASONRY - STONE PLYWOOD (SECTION)
GLUE LAMINATE BEAM (SECTION)
ROUGH LUMBER SECTION (CONTINUOUS)
ROUGH LUMBER SECTION (BLOCKING)
MILLWORK (SECTION)
GYPSUM BOARD (SECTION)
STEEL DECKING (SECTION)
STEEL PIPE COLUMN (PLAN)
STEEL TUBE COLUMN (PLAN/SECTION)
STEEL CHANNEL (SECTION)
WIDE FLANGE STEEL MEMBER
GRAB BAR, AS SPECIFIED. PROVIDE SOLID
BLOCKING. NUMBER SPECIFIES LENGTH IN INCHES
TOILET PAPER HOLDER, AS SPECIFIED.
PAPER TOWEL DISPENSER
CORNER GUARD AT ALL CORNERS, TYP AS
SPECIFIED. ALL GUARDS TO BE 4'-0" HIGH UNO
SINK-MOUNT SOAP DISPENSER, AS SPECIFIED.
TOILET SEAT COVER DISPENSER, AS SPECIFIED.
SPEAKERS
CARD ACCESS
ADA AUTOMATIC DOOR OPENER
DOOR BELL / VERIFY LOCATIONS OF PUSH
BUTTON
CALL BOX W/ ACCESS CONTROL
ELECTRICAL PANEL
LOW VOLTAGE MEDIA PANEL
EMERGENCY CALL
FIRE ALARM CONTROL PANEL
MAGNETIC DOOR HOLD OPEN
VIDEO CAMERA (CCTV)
THERMOSTAT
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
:4
:4
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
Author
G002
ARCHITECTURAL
DRAWING INFO
BID SET
CLACKAMAS
COUNTY
FAIRGROUNDS
MULTI-PURPOSE
BUILDING
694 NE 4TH AVENUE
CANBY, OR 97013
222033
5.05.2023
LRS Architects, Inc. © 2023
PROJECT ABBREVIATIONS
FIRE PROTECTION SYMBOLS
PLUMBING SYMBOLS
ANNOTATION SYMBOLS
ARCHITECTURAL MATERIALS & SYMBOLS STRUCTURAL SYMBOLSTOILET ACCESSORIES SYMBOLS LOW VOLTAGE SYMBOLS
# NUMBER OR POUND
& AND
(D) DEMOLISH
(E) EXISTING
(F) FUTURE
(N) NEW
(R) REMOVE
(W) WIDTH
@ AT
AB ANCHOR BOLT
ACOUST ACOUSTICAL
ACP ACOUSTICAL CEILING PANEL
AD AREA DRAIN
ADD ADDENDUM
ADJ ADJUSTABLE
AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL
AF ACCESS FLOORING
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
AP ACCESS PANEL
APPROX APPROXIMATELY
ASSY ASSEMBLY
AUTO AUTOMATIC
AUX AUXILIARY
AVG AVERAGE
AWB AIR/WATER BARRIER
BB BULLETIN BOARD
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BO BOTTOM OF
BR BED ROOM
BRK BRICK
BTWN BETWEEN
BUR BUILT UP ROOFING
CAB CABINET
CB CATCH BASIN
CCTV CLOSED CIRCUIT TELEVISION
CER CERAMIC
CF CUBIC FEET
CFLG COUNTERFLASHING
CG CORNER GUARD
CI CONTINUOUS INSULATION
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLKG CAULKING
CLOS CLOSET
CLR CLEAR
CLT CROSS LAMINATED TIMBER
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
COORD COORDINATE
CPT CARPET
CS CONCRETE SEALER
CSK COUNTERSUNK
CT CERAMIC TILE
CTR CENTER
CW COLD WATER
CY CUBIC YARDS
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DO DOOR OPENING
DR DOOR
DS DOWNSPOUT
DSP DRY STANDPIPE
DTL DETAIL
DW DISHWASHER
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EF EXHAUST FAN
EIFS EXTERIOR INSULATED FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSED
EOS EDGE OF SLAB
EP ELECTRICAL PANEL BOARD
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FC FIBER CEMENT
FCP FIRE COMMAND POST
FD FLOOR DRAIN
FDC FIRE DEPTARTMENT CONNECTION
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FH FIRE HYDRANT
FHC FIRE HOSE CONNECTION
FIN FINISH
FIXT FIXTURE
FJ FINGER JOINT
FLAM FLAMMABLE
FLASH FLASHING
FLR FLOOR/FLOORING
FLUOR FLUORESCENT
FO FACE OF
FOB FACE OF BUILDING
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FOSH FACE OF SHEATHING
FP FIREPLACE
FRP GLASS FIBER REINFORCED PANEL
FRPT FIRE RETARDANT PRESSURE TREATED
FRR FIRE RESISTANCE RATED
FRT FIRE RETARDANT TREATED
FS FLOOR SINK
FSD FIRE SMOKE DAMPER
FT FOOT
FTG FOOTING
FUR FURRING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GL GLASS
GLAM GLUE LAMINATED
GND GROUND
GR GRADE
GYP GYPSUM
GYPBD GYPSUM WALL BOARD
H HIGH
HB HOSE BIBB
HC HOLLOW CORE
HD HEAVY DUTY
HDR HEADER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING, VENTING & AIR CONDITIONING
HW HOT WATER
HWY HIGHWAY
ID INSIDE DIAMETER
IN INCHES
INCAN INCANDESCENT
INCL INCLUDE/INCLUDED/INCLUDING
INFO INFORMATION
INSUL INSULATE/INSULATED/INSULATING
INT INTERIOR
INV INVERT
JST JOIST
JT JOINT
KB KNOX BOX
KD KNOCK DOWN
KO KNOCK OUT
KP KICK PLATE
L LENGTH
LAM LAMINATE/LAMINATED
LAV LAVATORY
LB POUND
LF LINEAR FEET
LG LARGE
LH LEFT HAND
LHR LEFT HAND REVERSE
LIN LINEAR
LKR LOCKER
LSL LAMINATED STRAND LUMBER
LSS LIFE SAFETY SYSTEMS
LT LIGHT
LVL LEVEL
M METER
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MCJ MASONRY CONTROL JOINT
MDH MAGNETIC DOOR HOLDER
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MEMB MEMBRANE
MEP MECHANICAL ELECTRICAL PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MICRO MICROWAVE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MM MILLIMETER
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
MW MOULDED WOOD
N NORTH
N/A NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
O/ OVER
OA OVERALL
OC ON CENTER(S)
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFD OVERFLOW DRAIN
OFOI OWNER FURNISHED, OWNER INSTALLED
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
P PAINT
PEMB PRE-ENGINEERED METAL BUILDING
PERF PERFORATED
PERP PERPINDICULAR
PF PREFINISHED
PFM PREFINISHED METAL
PH PREHUNG
PIP POURED IN PLACE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLT PLATE
PNL PANELING
PNT POINT
PPM PREPRIMED METAL
PR PAIR
PRCST PRECAST
PREFAB PRE-FABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
PTN PARTITION
PVC POLYVINYL CHLORIDE
PWD PLYWOOD
QLTY QUALITY
QTY QUANTITY
R RISER
RA RETURN AIR
RAD RADIUS
RAF RAISED ACCESS FLOORING
RB RESILIENT BASE
RC RESILIENT CHANNEL
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECYCLE/RECYCLED/RECYCLING
REF REFERENCE
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCED/REINFORCING
REQD REQUIRED
RET RETAINING
REV REVISE/REVISED/REVISION
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RM ROOM
RO ROUGH OPENING
RS ROOFING SYSTEM
S SOUTH
SAM SELF-ADHERED MEMBRANE
SC SOLID CORE
SCHED SCHEDULED
SCONC SEALED CONCRETE
SDF STATIC DISSIPATIVE FLOORING
SECT SECTION
SF SQUARE FEET
SFT STONE FLOOR TILE
SHFT SHAFT
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SM SHEET METAL
SMF SHEET METAL FLASHING
SPEC SPECIFICATION
SPKLR SPRINKLER
SQ SQUARE
SS SOLID SURFACING
SSK SERVICE SINK
SSTL STAINLESS STEEL
ST STONE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUC STRUCTURE/STRUCTURAL
SUSP SUSPEND/SUSPENDED
SYM SYMMETRICAL
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TA TOILET ACCESSORY
TC TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
TFC TRANSPARENT FINISH - CLEAR
TFMR TRANSFORMER
TFOB TO FACE OF BUILDING
THK THICK/THICKNESS
TJ TOOL(ED) JOINT
TKBD TACKBOARD
TL TILE
TO TOP OF
TOC TOP OF CONCRETE
TOD TOP OF DECK/SHEATHING
TOG TOP OF FINISH GRADE
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPL TOP OF PLATE
TOR TOP OF ROOF
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPG TEMPERED GLASS
TS TUBE STEEL
TYP TYPICAL
UG UNDERGROUND
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
VEN VENEER
VERT VERTICAL
VFY VERIFY
VG VERTICAL GRAIN
VIF VERIFY IN FIELD
VTR VENT TO ROOF
W WEST
W/ WITH
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WLCV WALL COVERING
WLD WELD/WELDED
WOM WALK OFF MAT
WP WATERPROOF(ING)
WR WASTE RECEPTACLE
WRB WATER/WEATHER RESISTANT BARRIER
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
YD YARD
1 ADDM 1 7/11/23
M A Y 8 , 2 0 18
L A U R A E L I Z A B E T H O X S EN
89566PE
EXPIRES: 12/31/24
OREGON
ENGINEER
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GIS
TERED PROFESSIONAL
CL
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5/5/2023
LAND USE
22799
LEO, SMT
AJM, LEO
100, 700
P:
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D W
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
REVISIONS
PUBLISH DATE
ISSUED FOR
SHEET NUMBER
PROJECT INFORMATION
CI
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FT
SCALE: 1" = 60'
60' 120'
N
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S
THIS PLAN HAS BEEN PREPARED FOR INFORMATIVE
PURPOSES ONLY. SITE BACKGROUND INFORMATION AND
FEATURES HAVE BEEN GENERATED FROM A
COMBINATION OF TOPOGRAPHIC SURVEY DATA
PROVIDED BY CENTERLINE CONCEPTS LAND SURVEYING
INC. AND SITE ASSESSMENT / OBSERVATION. NO
WARRANTY OR GUARANTEE OF ACCURACY IS
EXPRESSED OR IMPLIED. CONTRACTOR SHALL VERIFY
PRESENCE, LOCATION, AND DEPTH OF EXISTING
UTILITIES PRIOR TO COMMENCEMENT OF WORK. NOTIFY
OWNER AND ENGINEER FOR ANY CONFLICTS WITH
PROPOSED DESIGN.
EXISTING CONDITIONS PLAN
FLOOD HAZARD NOTE
THE SITE IS LOCATED WITHIN ZONE X
(UN-SHADED) PER FLOOD INSURANCE RATE MAP
(FIRM) COMMUNITY-PANEL NUMBER
FEMA'S DEFINITION OF ZONE X (UN-SHADED) IS AN AREA
OF MINIMAL FLOOD HAZARD, USUALLY DEPICTED ON
FIRMS AS ABOVE THE 500-YEAR FLOOD LEVEL. ZONE X IS
THE AREA DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOOD AND PROTECTED BY LEVEE FROM 100-YEAR
FLOOD. IN COMMUNITIES THAT PARTICIPATE IN THE NFIP,
FLOOD INSURANCE IS AVAILABLE TO ALL PROPERTY
OWNERS AND RENTERS IN THESE ZONES.
41005C0276D
UTILITY NOTES
1. THE UNDERGROUND UTILITIES AS SHOWN ON THIS MAP ARE SHOWN BASED ON A
COMBINATION OF INFORMATION, INCLUDING VISIBLE ABOVE GROUND STRUCTURES,
AVAILABLE AS BUILT AND GIS MAPPING FROM LOCAL JURISDICTIONS, AS WELL AS
SURFACE MARKINGS BY ONE CALL TICKET NUMBER 22135997 DATED MAY 25, 2022.
2. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED.
3. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE.
4. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR
CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING
THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. THIS SURVEY DOES
NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR.
5. INVERT ELEVATIONS AND PIPE SIZES SHOWN ARE APPROXIMATE ONLY, BASED ON
FIELD OBSERVATIONS AS WELL AS AVAILABLE AS-BUILT DATA. ALL PIPE SIZES
SHALL BE FIELD VERIFIED BY THE OWNER, ENGINEER, CONTRACTOR, AND
GOVERNING AGENCY PRIOR TO ANY CONSTRUCTION ACTIVITY. SURVEYOR DOES
NOT WARRANT THE ACCURACY OF ANY PIPE SIZES SHOWN ON THIS SURVEY.
6. **NO UTILITY ASBUILTS WERE PROVIDED BY CLIENT OR CITY/COUNTY AGENCY.
ASBUILTS WERE REQUESTED WITH CITY OF CANBY, CITY OF CANBY HAS NOT
ASBUILTS AVAILABLE. UTILITIES SHOWN ARE APPROXIMATE BASED ON FOUND
ABOVE GROUND STRUCTURES AND LIMITED PRIVATE UTILITIES ON SITE. ANY
CONSTRUCTION OR DESIGN WILL NEED TO CONFIRM SIZES AND CONNECTIONS.
SURVEYOR'S NOTES
1. SURVEY AS SHOWN WAS PREPARED FROM A LEGAL DESCRIPTION AS CONTAINED IN
CHICAGO TITLE COMPANY OF OREGON PRELIMINARY TITLE REPORT ORDER NO.
472522003810, WITH AN EFFECTIVE DATE OF JULY 6, 2022.
2. SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR CLARITY.
3. DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF
UNLESS OTHERWISE NOTED. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN
AND ARE USED TO DENOTE ANGLES ONLY. MONUMENTS WERE FOUND AT POINTS
WHERE INDICATED.
4. MY BASIS OF BEARINGS IS NORTH 89°56'00" EAST ALONG THE SOUTH LINE OF NE 4TH
AVENUE PER PARTITION PLAT NO. 2018-084, CLACKAMAS COUNTY SURVEY RECORDS.
5. GROSS LAND AREA OF LEGAL DESCRIPTION TRACTS:
TRACT 1: 143, 736 SF OR 3.3 ACRES
TRACT 2: 119,714 SF OR 2.7 ACRES
TRACT 3: 19,365 SF OR 0.5 ACRES
TRACT 4: 10,267 SF OR 0.2 ACRES
TRACT 5: 39,169 SF OR 0.9 ACRES
TRACT 6: 40,377 SF OR 0.9 ACRES
TRACT 7: 71,355 SF OR 1.6 ACRES
TRACT 8: 6,047 SF OR 0.1 ACRES
TRACT 9: 1,687,829 SF OR 38.7 ACRES
TOTAL GROSS AREA OF ALL TRACTS: 2,137,859 SF OR 49.1 ACRES
6. ACCORDING TO THE US FISH AND WILDLIFE SERVICE "NATIONAL WETLAND INVENTORY"
WEBSITE, THERE ARE NO IDENTIFIED WETLANDS ON THE SUBJECT PROPERTY. AT THE
TIME OF THIS SURVEY, THERE WERE NO FIELD DELINEATION OF THE WETLANDS.
7. AT THE TIME OF THIS SURVEY, THERE WAS NO OFFSITE EASEMENTS OR SERVITUDES
DISCLOSED IN DOCUMENTS TO THE SURVEYOR.
8. AT THE TIME OF THIS SURVEY, THERE IS NO OBSERVED EVIDENCE OF RECENT STREET
OR SIDEWALK CONSTRUCTION OR REPAIRS. THERE IS NO INDICATION OF CHANGES IN
RIGHTS OF WAY.
9. AT THE TIME OF THIS SURVEY, THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A
SOLID WASTE DUMP, SLUMP OR SANITARY LANDFILL.
BASIS OF BEARINGS
THE DATUM FOR THIS SURVEY IS BASED UPON A STATIC GPS
OBSERVATION OF LOCAL CONTROL POINTS, PROCESSED
THROUGH OPUS. DATUM IS NAVD 88. FOR BASIS OF BEARINGS,
SURVEYOR HELD NORTH 89°56'00" EAST BETWEEN FOUND
MONUMENTS 103 AND 121, PER PARTITION PLAT NO. 2018-084
C100
EX
IS
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CO
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PL
AN
Knowwhat's below.
Callbefore you dig.
CB1 = CATCH BASIN
RIM EL. 136.5'
FULL OF SEDIMENT
CB2 = CATCH BASIN
RIM EL. 137.9'
IE (S/N) 135.7'
CB3 = CATCH BASIN
RIM EL. 138.0'
IE (S/N) 135.3'
CB4 = CATCH BASIN
RIM EL. 137.8'
IE (N) 136.8'
CB5 = CATCH BASIN
RIM EL. 137.8'
IE (S/N) 136.8'
CB6 = CATCH BASIN
RIM EL. 137.6'
IE (N/S) 136.8'
CB7 = CATCH BASIN
RIM EL. 137.8'
IE (S) 137.2'
CB8 = CATCH BASIN
RIM EL. 138.0'
FULL OF SEDIMENT
CB9 = CATCH BASIN
RIM EL. 138.3'
IE (W) 136.8'
CB10 = CATCH BASIN
RIM EL. 138.2'
IE (W/E) 136.7'
CB11 = CATCH BASIN
RIM EL. 138.0'
IE (W/E/N) 136.4'
CB12 = CATCH BASIN
RIM EL. 138.3'
IE (W/E) 136.7'
CB13 = CATCH BASIN
RIM EL. 138.6'
IE (W/E) 137.1'
CB14 = CATCH BASIN
RIM EL. 139.0'
IE (W/E) 137.4'
CB15 = CATCH BASIN
RIM EL. 137.5'
IE (W) 135.6'
CB16 = CATCH BASIN
RIM EL. 141.7'
IE (S/N) 140.5'
CB17 = CATCH BASIN
RIM EL. 141.7'
IE (S/N) 140.3'
CB18 = CATCH BASIN
RIM EL. 142.2'
IE (S) 140.6'
CB19 = CATCH BASIN
RIM EL. 141.3'
IE (N) 140.0'
CB20 = CATCH BASIN
RIM EL. 141.0'
IE (N) 137.9'
CB21 = CATCH BASIN
RIM EL. 141.2'
IE (W) 139.3'
IE (S) 138.9'
SSMH1 = SANITARY MANHOLE
RIM EL. 144.3'
UNABLE TO RETRIEVE
INVERT DUE TO
TRAFFIC CONDITIONS
SSMH2 = SANITARY MANHOLE
RIM EL. 143.8'
IE IN (SW) 136.4'
IE OUT (NE) 136.3'
SSMH3 = SANITARY MANHOLE
RIM EL. 140.0'
IE IN (SW) 135.7'
IE IN (W) 139.9'
IN IN (NW) 136.1'
IE IN (SW) 137.9'
IE IN (E) 136.4'
IE OUT (NE) 135.5'
SDMH1 = STORM MANHOLE
RIM EL. 137.2'
IE (S) 133.1'
SDMH2 = STORM MANHOLE
RIM EL. 138.2'
IE (E) 134.1'
SDMH3 = STORM MANHOLE
RIM EL. 141.5'
IE (SW) 136.3'
SDMH4 = STORM MANHOLE
RIM EL. 141.7'
IE (NE) 137.3'
IE (S) 135.9'
IE (W) 135.7'
SDMH5 = STORM MANHOLE
RIM EL. 143.2'
IE (N) 135.0'
UTILITY STRUCTURE NOTES
REVISIONS
1 ADDENDUM 1
5 6
2 2
M A Y 8 , 2 0 18
L A U R A E L I Z A B E T H O X S EN
89566PE
EXPIRES: 12/31/24
OREGON
ENGINEER
RE
GIS
TERED PROFESSIONAL
CL
AC
KA
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C
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F
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AS
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RO
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5/5/2023
LAND USE
22799
LEO, SMT
AJM, LEO
100, 700
P:
\2
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C O
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F
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W G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
REVISIONS
PUBLISH DATE
ISSUED FOR
SHEET NUMBER
PROJECT INFORMATION
CI
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C101
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Knowwhat's below.
Callbefore you dig.
FT
SCALE: 1" = 60'
60' 120'
N
EW
S
DEMOLITION GENERAL NOTES
1. PROTECT EXISTING PAVEMENT, UTILITIES, AND STRUCTURES ADJACENT TO
WORK LIMITS. REPAIR DAMAGE TO SATISFACTION OF OWNER, AT NO
EXPENSE TO OWNER.
2. DISPOSE OF ALL REMOVED MATERIALS OFFSITE, UNLESS OTHERWISE
DIRECTED BY OWNER. RETURN ANY MOUNTED SIGNS TO OWNER.
3. CONTRACTOR TO VERIFY PRESENCE, LOCATION, AND DEPTH OF EXISTING
UTILITIES PRIOR TO COMMENCING WORK. NOTIFY OWNER AND ENGINEER
FOR ANY CONFLICTS WITH PROPOSED DESIGN.
4. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN
PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT
NECESSARY TO ACCOMPLISH THE WORK AND TO 24 INCHES MINIMUM BELOW
FINISH GRADE. CONTRACTOR SHALL SEAL AND CAP THE REMAINING
EXPOSED ABANDONED UTILITIES WITH AN END CAP, COUPLING, OR
CONCRETE PLUG WITH THICKNESS EQUAL TO PIPE DIAMETER.
DEMOLITION KEY NOTES
DEMOLISH EXISTING BUILDING STRUCTURE AND ALL ASSOCIATED
APPURTENANCES.
SAWCUT ASPHALT PAVEMENT AT LOCATION SHOWN TO FULL
EXISTING PAVEMENT DEPTH. PAVEMENT REMOVAL LIMITS TO BE
INSPECTED BY OWNER AND ENGINEER PRIOR TO REPAVING.
REMOVE EXISTING ASPHALT PAVEMENT TO LIMITS SHOWN AND
DISPOSE OF OFFSITE.
REMOVE EXISTING GRAVEL TO LIMITS SHOWN AND DISPOSE OF
OFFSITE.
REMOVE EXISTING WATER VALVE AND ASSOCIATED PIPING AND
DISPOSE OF OFFSITE. PIPE AND VALVE SIZE UNKNOWN. FIELD
VERIFY PIPING IS A DEAD END AND DOES NOT CONTINUE FURTHER
WEST. CAP EXISTING PIPE AT CONNECTION TO EXISTING MAIN TO
THE EAST.
REMOVE EXISTING CATCH BASIN AND DISPOSE OF OFFSITE.
REMOVE EXISTING SIGN. COORDINATE WITH OWNER FOR
REMOVAL.
REMOVE EXISTING CURB AND DISPOSE OF OFFSITE.
REMOVE EXISTING UTILITY POLE AND DISPOSE OF OFFSITE.
REMOVE EXISTING UNDERGROUND STORM PIPE AND DISPOSE OF
OFFSITE.
REMOVE EXISTING UNDERGROUND POWER LINE AND DISPOSE OF
OFFSITE.
REMOVE EXISTING OVERHEAD POWER LINE AND DISPOSE OF
OFFSITE.
ABANDON EXISTING SEWER PIPE AND MANHOLE. CONTRACTOR IS
TO VIDEO STORM LINE TO CONFIRM NO ADDITIONAL SERVICES ARE
CONNECTED. AFTER CONFIRMING NO SERVICES ARE CONNECTED,
THE PIPE AND MANHOLE ARE TO BE CDF BACKFILLED TO ABANDON.
COORDINATE WITH ENGINEER IF CONNECTED LINES ARE FOUND.
REVISIONS
1 ADDENDUM 1
1+
2+
3+
4+
DCD
A
FDC
0.4%
96.4LF 8" 1
0.3%
41.6LF 8" 1
0.4%
364.1LF 8" 1
2.0%
14.5LF 6" 2
2.0%
53.8LF 6" 2 SSMH 03 3
SSMH 025
SSMH 043
SSCO 01 4
SSCO 02 4
1+
2+
3+
4+
MULTI-PURPOSE BUILDING
STRUCTURE
TABLE
SSCO 01
6'' CLEANOUT
RIM: 139.91
6" IE IN (S): 135.67
SSCO 02
6'' CLEANOUT
RIM: 140.25
6" IE OUT (E): 136.00
SSMH 02
48'' STD MH
RIM: 139.72
8" IE IN (SW): 135.07
8" IE OUT (N): 134.87
SSMH 03
48'' STD MH
RIM: 139.22
6" IE IN (W): 134.92
6" IE IN (W): 134.78
8" IE IN (S): 134.49
8" IE OUT (E): 134.29
SSMH 04
48'' STD MH
RIM: 139.00
8" IE IN (W): 134.15
8" IE OUT (N): 133.95
M A Y 8 , 2 0 18
L A U R A E L I Z A B E T H O X S EN
89566PE
EXPIRES: 12/31/24
OREGON
ENGINEER
RE
GIS
TERED PROFESSIONAL
CL
AC
KA
M
AS
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F
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F
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RO
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D S
5/5/2023
LAND USE
22799
LEO, SMT
AJM, LEO
100, 700
P:
\2
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
REVISIONS
PUBLISH DATE
ISSUED FOR
SHEET NUMBER
PROJECT INFORMATION
CI
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PRELIM
IN
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C500
SE
W
ER
P
LA
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I
Knowwhat's below.
Callbefore you dig.
FT
SCALE: 1" = 20'
20 40
SANITARY SEWER KEY NOTES
INSTALL PUBLIC ASTM D3034 PVC SANITARY SEWER PIPE AT SIZE, SLOPE, AND LOCATION
SHOWN ON THIS SHEET AND IN PROFILE ON SHEET C502. TRENCH B BACKFILL PER CITY
OF CANBY STD DWG. 210.
INSTALL PRIVATE ASTM D3034 PVC SANITARY SEWER PIPE AT SIZE, SLOPE, AND LOCATION
SHOWN. TRENCH BACKFILL PER DETAIL 210 ON SHEET C901.
INSTALL PUBLIC 48" STANDARD MANHOLE PER DETAIL 300 ON SHEET C901. FOR
ELEVATION DATA, SEE MANHOLE TABLE ON THIS SHEET AND IN PROFILE ON SHEET C502.
INSTALL PRIVATE CLEANOUT AT SIZE AND LOCATION SHOWN PER DETAIL 4 ON SHEET
C921.
INSTALL PUBLIC 48'' STANDARD MANHOLE AT LOCATION SHOWN OVER EXISTING LINE PER
DETAIL 300 ON SHEET C901. SEE ELEVATION DATA IN MANHOLE TABLE ON THIS SHEET
AND IN PROFILE ON SHEET C502. REMOVAL OF EXISTING LINE TO OCCUR AFTER NEW
MANHOLE SECTION IS PLACED OVER EXISTING LINE AND BOTTOM OF NEW MANHOLE IS
POURED IN PLACE. REMOVAL OF ANY EXISTING LINE SHALL CAUSE NO SERVICE
DISRUPTION. LINE TO NORTH EAST SHALL BE PLUGGED BY CONCRETE WATER TIGHT
SEWER PLUG AS SHOWN ON THIS SHEET.
SEE SHEET C501
N
EW
S
NOTES:
1. EXISTING SANITARY SEWER MAINS NOTED FOR DEMOLITION (SEE
SHEET C101) SHALL REMAIN IN USE UNTIL PROPOSED SANITARY
SEWER IMPROVEMENTS HAVE BEEN INSTALLED, TESTED, AND
INSPECTED IN ACCORDANCE WITH SANITARY SEWER DISTRICT
STANDARDS. PRIOR TO CONNECTING TO THE LIVE SANITARY MAINS,
THE CONTRACTOR SHALL RECEIVE DISTRICT APPROVAL ON ALL
PROPOSED SANITARY SEWER IMPROVEMENTS.
REVISIONS
5+
6+00 7+00 8+00 8+42
0.4%
292.7LF 8"1
0.9%
566.2LF 8"1
SSMH 053
5+
6+00 7+00 8+00 8+42
STRUCTURE
TABLE
SSMH 05
48'' STD MH
RIM: 136.98
8" IE IN (S): 132.49
8" IE OUT (E): 132.29
SSMH 06
EXISTING 48'' FT MH
RIM: 134.75
8" IE IN (W): 131.12
8" IE OUT (N): 130.00
M A Y 8 , 2 0 18
L A U R A E L I Z A B E T H O X S EN
89566PE
EXPIRES: 12/31/24
OREGON
ENGINEER
RE
GIS
TERED PROFESSIONAL
CL
AC
KA
M
AS
C
O
UN
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F
AI
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RO
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D S
5/5/2023
LAND USE
22799
LEO, SMT
AJM, LEO
100, 700
P:
\2
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LA
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KA
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TY
F
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
REVISIONS
PUBLISH DATE
ISSUED FOR
SHEET NUMBER
PROJECT INFORMATION
CI
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IN
ARY
C501
SE
W
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P
LA
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II
Knowwhat's below.
Callbefore you dig.
FT
SCALE: 1" = 20'
20 40
SEE SHEET C501
SANITARY SEWER KEY NOTES
INSTALL PUBLIC ASTM D3034 PVC SANITARY SEWER PIPE AT SIZE, SLOPE, AND LOCATION
SHOWN ON THIS SHEET AND IN PROFILE ON SHEET C502. TRENCH B BACKFILL PER DETAIL
210 ON SHEET C901.
INSTALL PUBLIC 48" STANDARD MANHOLE PER DETAIL 300 ON SHEET C901. FOR
ELEVATION DATA, SEE MANHOLE TABLE ON THIS SHEET AND IN PROFILE ON SHEET C502.
CORE PROPOSED PIPE INTO EXISTING MANHOLE. INSTALL FLEXIBLE PIPE CONNECTION
PER DETAIL 2 ON SHEET C920.
N
EW
S
REVISIONS
-0 +5
0+
0+
1+
1+
2+
2+
3+
3+
4+
SSMH 01
EXISTING 48'' FT MH
STA: 0+00.0,
RIM: 139.96
IE 8" IN (N): 136.10
IE 8" IN (NW): 139.90
IE 8" IN (SW): 135.70
IE 8" IN (SW): 137.90
IE 8" IN (E): 136.40
IE 8" OUT (NE): 135.50
SUMP: 135.50
SSMH 02
48'' STD MH
STA: 0+47.6,
RIM: 139.72
IE 8" IN (SW): 135.07
IE 8" OUT (N): 134.87
SUMP: 134.87
EXISTING 96.4LF 8" ASTM D3034 @ 0.40%
SSMH 03
48'' STD MH
STA: 1+44.0,
RIM: 139.22
IE 6" IN (W): 134.92
IE 6" IN (W): 134.78
IE 8" IN (S): 134.49
IE 8" OUT (E): 134.29
SUMP: 134.29
SSMH 04
48'' STD MH
STA: 1+85.6,
RIM: 139.00
IE 8" IN (W): 134.15
IE 8" OUT (N): 133.95
SUMP: 133.95
41.6LF 8" ASTM D3034 @ 0.33%
364.1LF 8" ASTM D3034 @ 0.40% M
AT
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SSMH 05
48'' STD MH
STA: 5+49.7,
RIM: 136.98
IE 8" IN (S): 132.49
IE 8" OUT (E): 132.29
SUMP: 132.29
SSMH 06
EXISTING 48'' FT MH
STA: 8+42.4,
RIM: 134.75
IE 8" IN (W): 131.12
IE 8" OUT (N): 130.00
SUMP: 130.00
292.7LF 8" ASTM D3034 @ 0.40%
M
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SANITARY MAIN PROFILE
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REVISIONS
PUBLISH DATE
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SHEET NUMBER
PROJECT INFORMATION
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SCALE: 1" = 20'
20 40
VERT. SCALE:
HORIZ. SCALE:
SANITARY MAIN PROFILE
(STA: 4+00 - STA: 8+50)
1" = 20 1" = 5
REVISIONS
1 ADDENDUM 1
RD
RD
RD
RD
RD
RD
RD
RD
RDRD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
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WV
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ICV
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ICV
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ICV
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ICV
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WV
ICV
ICV
TVB
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TFM
ER
ER
ER
ER
M
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EB
ER
EB
ER
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EB
EB
ER
E M
ER
ER
ER
S
ER
ER
ER
ER
EB
ER ER
ER
ER
CR
GM
TFM
EMEM
V W
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.
ASPHALT PAVING - 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 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:
/1
/2
:4
:4
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
SKH
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
RD
RD
RD
RD
RD
RD
RD
RD
RDRD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
CO
CO
CO
CO
EM
FH
WV
WV
ICV
WV
FH
WV
ICV
WV
FH
ICVICV
ICV
WV
ICV
ICV
ICV
ICV
ICV ICV
ICV
ICV
WV
ICV
ICV
TVB
VE
TFM
ER
ER
ER
ER
VE
EB
ER
EB
ER
ER ER EB ER ER
EB
EB
ER
E M
ER
ER
ER
S
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ER
ER
ER
EB
ER ER
ER
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CR
GM
TFM
EMEM
V W
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
:4
: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
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 WITH 20'-0" PAIR OF
SWINGING A.H.U ACCESS GATES AS SHOWN AND 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
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.
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 - IF REQUIRED
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 1112
ACESSIBLE MEANS OF EGRESS DIRECTIONAL SIGNAGE - IBC 1009.10
DELAYED EGRESS LOCKING SYSTEM - IBC 1010.2.13.1
ELECTRICAL CONTROL ROOM-
ELEVATOR EMERGENCY SIGNS – IBC 3002.3
EXITS SIGNS -IBC 1013
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 OR IMAGINARY PROPERTY
LINE
FIRE RESISTANCE RATING TABLE 601
PRIMARY STRUCTURAL FRAME (HOURS),
EXT BEARING WALLS (HOURS),
INTERIOR BEARING WALLS (HOURS),
FLOOR CONSTRUCTION (HOURS)
ROOF CONSTRUCTION
TYPE II-B
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 NON-RATED. EXTERIOR WALLS ARE BEARING WALLS.
INTERIOR FINISHES – MINIMUM FLAME SPREAD CLASSIFICATION PER TABLE 803.11
OCCUPANCY
INTERIOR EXIT STAIRS AND EXIT PASSAGEWAYS
CORRIDORS
ROOMS AND ENCLOSED SPACES
B
B C
A-3
ROOFING SYSTEM AND COVERING – MINIMUM FIRE CLASSIFICATION PER TABLE 1505.1
TYPE
REQUIRED PROVIDED
II-B
C C
AUTHORITY HAVING JURISDICTION
CITY OF CANBY, OREGON
CLACKAMAS COUNTY, OREGON
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
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
3 SEE A110 FOR OCCUPANT LOAD CALCULATIONS FOR THE ENTIRE BUILDING
4 FEMALE WATERCLOSETS INCLUDE SINGLE USER RESTROOMS TO MEET COMPLIANCE
OCCUPANCY A-3
OCCUPANCY B
OCCUPANCY S
2,669
1,334
1,335
10.68
.04
.12
20.53
.04
.12
6.67
.03
.12
6.67
.03
.12
5.34
.02
.02
-2,695
AREA AND HEIGHT BASED ON A/S/B 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
OCCUPANCY GROUP: (CHAPTER 3):
A-3, S-1, B (SEE CODE ANALYSIS PLANS)
CONSTRUCTION TYPE:
PROPOSED: II-B
BASIC ALLOWABLE FLOOR AREA: (TABLE 503, SEC.503):
A-3: 35,265 SF/2 STORIES
S-1: 3,883 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
BUSINESS. (F-1): 1,142 SF, OK
OCCUPANT LOAD: (SEC.1004 & TABLE 104.1.1)
SEE CODE ANALYSIS PLANS.
BUILDING HEIGHT : SEC 503, 504 TABLE 504.3
TYPE II-B: 55', MAX ALLOWABLE
ACTUAL:
TYPE II-B: 34' < 55' , OK
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
:4
: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
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 ADA ACCESSIBLE SIGNAGE
REQUIRED FIRE LIFE SAFETY SIGNAGE
CODE LIFE SAFETY ANALYSIS BUILDING CODE INFORMATION
APPLICABLE BUILDING CODE (OR)
PLUMBING CALCULATIONS
BUILDING CODE ANALYSIS
BUILDING INFORMATION
1 SHT. REVISED
UP
S O
S
SPACE CONDITIONING CATAGORIES:
NON-RESIDENTIAL CONDITIONED
SPACE
BUILDING ENVELOPE:
CONTINUOUS AIR BARRIER LINE
EXTERIOR ENVELOPE
1 2 3 4 5 6 7 8 9 10 11 12
B
A
C
41,725 SF
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
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 OPENING INTO SEMIHEATED SPACES
3. DOORS THAT OPEN DIRECTLY FROM A SPACE THAT IS LESS THAN 3000 SF IN AREA AND IS SEPARATE FROM THE
BUILDING ENTRANCE.
4. SELF-CLOSING DOORS THAT HAVE AN AIR CURTAIN COMPLYING WITH ASHRAE 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 90.1-2021 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-0.060
C-0.119
U-0.057 U-0.038
F-0.520
U-0.370 U-0.310
INSULATION
MIN.…
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