2022200045_A1_Attachment A Plans.pdf
PDF 922 KB Posted
- Solicitation number
- S-KE0010-00006478
- Issued by
- Lane County, Oregon
About this file
This document is a set of plans and specifications for a construction project at the Whiteaker Head Start facility in Eugene, Oregon. The project is being undertaken by Head Start of Lane County in partnership with the City of Eugene, and involves the installation of a modular walk-in cooler/freezer, replacement of an exhaust fan in the kitchen, partial removal and replacement of asphalt in the courtyard, and installation of new stormwater lines. The work must comply with all applicable state and local building codes and regulations. Bids for this project are due on May 9, 2022, and it is intended that work will commence as soon as reasonably possible.
The construction work is to be funded through a Community Development Block Grant from the City of Eugene. The plans provide details on the scope of work, site conditions, required permits and approvals, and construction specifications. Contractors must be able to perform the work in accordance with the requirements outlined in the plans and specifications, and will be required to provide appropriate insurance coverage and comply with all applicable labor laws and regulations.
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Text version
Scale:
VICINITY MAP
NOT TO SCALE
A1
PROJECT SITE
SITE INFORMATION
HEAD START - WHITEAKER
WALK-IN COOLER / FREEZER
SITE ADDRESS
21 N. GRAND ST.
EUGENE, OREGON 97402
TAX LOT MAP
MAP: 17 04 25 41
LOTS: 700, 800, 1000, 2400, 2500, 2600, 2800
ZONING
PL - PUBLIC LAND
REQUIRED SETBACKS
NO CHANGE PROPOSED
OCCUPANCY TYPE: E (HEAD START, PRE-K CHILD CARE)
OCCUPANT LOAD: NO CHANGE PROPOSED
CONSTRUCTION TYPE: VB (NON RATED)
BUILDING STORIES: 1
BUILDING AREA: NO CHANGE PROPOSED
Scale:
PROJECT SITE PLAN
1" = 40'
A1
SCOPE OF WORK
THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE FOLLOWING:
INSTALLATION OF A MODULAR WALK-IN COOLER / FREEZER (NEW SLAB, CUT HOLE IN (E) WALL)
REPLACE ONE EXHAUST FAN IN THE KITCHEN
ASPHALT TO BE REMOVED FROM COURTYARD - PARTIAL PAVING REPLACED
INSTALL NEW STORMWATER LINES TO (E) AREA DRAIN
GENERAL NOTES
1. ALL WORK MUST COMPLY WITH LOCAL CODES, OREGON STATE CODES, AMENDMENTS, RULES,
REGULATIONS, ORDINANCES, LAWS, ORDERS, APPROVALS, ETC. THAT ARE REQUIRED BY GOVERNING
AUTHORITIES. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.
REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE CURRENTLY APPLICABLE EDITIONS OR
PUBLICATIONS OF THE FOLLOWING:
1. OREGON 2019 OREGON STRUCTURAL SPECIALTY CODE
2. CITY OF EUGENE CODE (CH. 6, 7, 8 & 9)
3. 2014 EUGENE FIRE CODE
4. 2017 OREGON ELECTRICAL SPECIALTY CODE
5. 2017 OREGON PLUMBING SPECIALTY CODE
6. 2019 OREGON MECHANICAL SPECIALTY CODE
2. CONTRACTORS SHALL EXAMINE AND VERIFY CONDITIONS OF THE JOB SITE. ANY DISCREPANCY
BETWEEN DRAWINGS AND EXISTING CONDITIONS SHOULD BE RECORDED IN WRITING AND REPORTED
TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK.
3. ALL DIMENSIONS NOTED IN FLOOR PLAN AND SECTIONS ARE FRAMING DIMENSIONS OR FACE OF WALL
UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICT PRIOR TO
SUBSEQUENT WORK.
4. ALL BUILDING MATERIALS ARE TO BE STORED APPROPRIATELY AND PROTECTED FROM DAMAGE.
5. DO NOT SCALE DRAWINGS.
6. ANY CHANGES TO FRAMING AND ENGINEERED CONNECTIONS SHALL BE APPROVED BY ENGINEER
AND ARCHITECT PRIOR TO SUBSEQUENT WORK.
7. MATERIAL CHOICES, FIXTURES, ADHESIVES, AND FINISHES NOT SPECIFIED IN DRAWINGS SHALL BE
PRE-APPROVED BY CLIENT AND ARCHITECT.
8. ALL CHANGE ORDERS SHALL BE WRITTEN AND SHALL BE APPROVED BY CITY, ARCHITECT AND OWNER
PRIOR TO EXECUTION OF WORK.
9. CONTRACTOR SHALL PROVIDE A TRASH BIN TO ENSURE PROPER CLEAN UP OF ALL BUILDING
MATERIALS.
10. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE
PERMIT IS ISSUED. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL
TIMES.
11. ALL CONTRACTORS AND/OR BUILDERS MUST SUBMIT CERTIFICATE OF WORKERS COMPENSATION
INSURANCE COVERAGE PRIOR TO ISSUANCE OF BUILDING PERMIT PER OREGON LABOR CODE.
HAZARDOUS MATERIALS
1. PROJECT AREAS ASSOCIATED WITH THE NEW WORK HAS BEEN TESTED FOR LEAD AND ASBESTOS
CONTAINING MATERIALS BY OWNER AND SOME HAS BEEN FOUND PRESENT. SEE REPORTS IN RFP/Q.
2. IF SUSPECTED HAZARDOUS MATERIALS ARE DISCOVERED IN OTHER PROJECT AREAS, STOP WORK
AND NOTIFY OWNER AND ARCHITECT IMMEDIATELY.
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
PROJECT TRACKING
John Rowell
Lorri Nelson
STAMP
Owner
Project Name
Project Address
Whiteaker
Walk-in Cooler / Freezer
21 N. Grand St.
Euegen, OR
BID / PERMIT SET 2022-05-09
80'20' 40'0'
A-1
COVER SHEET
OWNER:
HEAD START OF LANE COUNTY
221 B STREET
SPRINGFIELD, OREGON 97477
(541) 747-2425
PROJECT CONTACT: CHARLEEN STRAUCH
A-2
COURTYARD
COVERED WALKWAY
ARCHITECT:
ROWELL BROKAW ARCHITECTS
1203 WILLAMETTE, SUITE 210
EUGENE, OREGON 97401
(541) 485-1003
PRINCIPAL IN CHARGE: JOHN ROWELL
PROJECT MANAGER: LORRI NELSON
STRUCTURAL ENGINEER :
MORTIER ANG ENGINEERS
1355 OAK STREET, SUITE 200
EUGENE, OR 97401
(541) 484-9080
PROJECT CONTACT: JOK ANG
SHEET INDEX
A-1 COVER SHEET
A-2 SITE / FLOOR PLANS
A-3 ELEVATION / SECTION &
DETAILS
ISSUED FOR BID / PERMIT 2022-05-09
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8'2' 4'0'
1/4" = 1'-0"
FLOOR PLAN
NEW STAINLESS STEEL COUNTER -
2' X 10' W/ (1) SHELF BELOW
NEW EXHAUST FAN AT CEILING - MATCH OR
EXCEED CAPACITY OF (E) FAN
WALK-IN
FREEZER
WALK-IN
COOLER
(E) GREASE INTERCEPTOR TO REMAIN
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
PROJECT TRACKING
John Rowell
Lorri Nelson
STAMP
Owner
Project Name
Project Address
Whiteaker
Walk-in Cooler / Freezer
21 N. Grand St.
Euegen, OR
BID / PERMIT SET 2022-05-09
A-2
SITE PLANS
FLOOR PLAN
16'4' 8'0'
1/8" = 1'-0"
EXISTING COURTYARD PLAN
EXISTING GREASE INTERCEPTOR
16'4' 8'0'
1/8" = 1'-0"
NEW COURTYARD PLAN
245 SF
(E) PERVIOUS SURFACE
1,105 SF
(E) IMPERVIOUS SURFACE -
ASPHALT TO BE REMOVED
(E) AREA DRAIN TO REMAIN
725 SF
PERVIOUS SURFACE
4" MIN. THICKNESS OF PLAYGROUND CHIPS -
TOP OF CHIPS TO BE LEVEL WITH TOP OF ADJACENT PAVED
SURFACES
163 SF
IMPERVIOUS SURFACE - BUILDING
465 SF
IMPERVIOUS SURFACE - NEW CONCRETE SLAB ON GRADE
KITCHEN
STORAGE
WALK-IN
(DS) DOWNSPOUT FROM COVERED WALKWAY -
REROUTE UNDERGROUND LINE TO EXISTING AREA
DRAIN
(E) 4" UNDERGROUND STORMWATER LINE TO BE
REMOVED
NEW 4" UNDERGROUND STORMWATER LINE
KITCHEN
STORAGE
EXISTING COVERED WALKWAY
TOP OF SLAB ELEVATION TO MATCH EXISTING AT ALL
EDGES - SLOPE TO (E) AREA DRAIN MIN. 2%
S
L
O
P
E
M
A
X
T
Y
P
S
L
O
P
E
S L
O P
E
A-3
CUT NEW OPENING IN WALL FOR DOOR -
SEE DETAILS
A-3
A-3
PHOTO -
EXISTING
WALL
2" 13'-6"
A-3
A-3
A-3
(E) 8" CMU WALL WITH BRICK VENEER
WALK-IN COOLER / FREEZER -
MODULAR UNIT
WH
A-3
(E) 4" UNDERGROUND STORMWATER LINE -
REPLACE WITH NEW 4" LINE - CONNECT TO
DOWNSPOUTS, TYP.
(E) 6" UNDERGROUND STORMWATER LINE TO REMAIN
1/4" = 1'-0"
EXTERIOR ELEVATION
1/4" = 1'-0"
SECTION
NEW EXHAUST FAN - MATCH OR
EXCEED CAPACITY OF (E) FAN
A-3
11'-9"
3'-4"5'-4"3'-1"
4'-8"3'-0"4'-1"
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
PROJECT TRACKING
John Rowell
Lorri Nelson
STAMP
Owner
Project Name
Project Address
Whiteaker
Walk-in Cooler / Freezer
21 N. Grand St.
Euegen, OR
BID / PERMIT SET 2022-05-09
A-3
ELEVATION
SECTION
DETAILS
STORAGE WALK-IN
A-3
A-3
A-3
COOLER FREEZER
A-3
NEW WALK-IN MODULAR
FOUNDATION DETAIL
PHOTO - (E) CONDITIONS
1/4" - 1'-0"
INTERIOR ELEVATION
1" = 1'-0"
1" = 1'-0"1" = 1'-0"
OPENING DETAILS
1" = 1'-0"
1" = 1'-0"
FOUNDATION DETAILFOUNDATION DETAILFOUNDATION DETAIL
1'-0"8"
13'-6"
WALK-IN MODULAR
4"
EXPANSION JOINT
SEALANT PER MFR. REQUIREMENTS
1"
4" CONC. WEAR SLAB
2X6 BLOCKOUT @ DOOR - VERIFY
WIDTH W/ MODULAR MFR -
INSTALL CABLE ASSEMBLY &
GROUT SOLID
INSULATION
4" CONC. SLAB
COOLER FREEZER
CONC. SLAB
2X6 TREATED WD.
6"10"
UNDISTURBED SOIL
4" CONC. SLAB ON GRADE W/ 4"
COMPACTED SUBBASE
VAPOR BARRIER
(VERIFY W/
FREEZER/COOLER
MFR.)
2X TREATED WD
WALL PANEL & FLASHING BY
WALK-IN INSTALLER
MULTI PIECE ALUM.
THRESHOLD ANCHOR TO
CMU / CONC. - FILL BELOW
VAPOR BARRIER
WALL PANEL & FLASHING
BY WALK-IN INSTALLER
WALL PANEL & FLASHING BY WALK-IN MFR.
1'-0" 8"
EXISTING FOUNDATION
WALL & FOOTING - VERIFY
SIZE & LOCATION - NOTIFY
ARCHITECT OF ANY
DISCREPANCIES PRIOR TO
COMMENCEMENT OF WORK
1'-0"8"
VAPOR BARRIER
CONC. SLAB
WALL PANEL & FLASHING BY
WALK-IN INSTALLER
5'-4" X 7'-4" CUT OPENING IN WALL
(E) VENT / OPENING IN WALL
(E) CMU WALL W/ BRICK VENEER @ EXTERIOR
WD. TRIM OVER CMU
(E) VENT / OPENING IN WALL
STEEL ANGLE / PLATE -
SEE DETAIL
A-3
FILL (E) VENT / OPENING IN
WALL W/ SPRAY FOAM
INSULATION
WALL PANEL & DOOR BY
WALK-IN MFR
3/8" PLATE W/ 1/2"X6" TITEN HDS
@ 24" O.C. MAX. (ANCHORS MUST
BE INSTALLED INTO GROUTED
CMU COARSE)
(NO SPECIAL INSPECTION
REQUIRED)
FLASHING - BY WALK-IN MFR
3/8"
6"X8"X3/8" STEEL ANGLE
1/2" THRU BOLT @ 24" O.C.
6"X4"X3/8" STEEL ANGLE
(EXTEND MIN. 24" PAST EACH
SIDE OF OPENING W/ (2) 1/2"X6"
TITEN HDS)
FACE OF CMU OPENING
BEYOND
NON-STRUCTURAL WOOD
FRAMING @ OPENING
(E) CMU BOND BEAM & BRICK
VENEER
EXPANSION JOINT COVER - SEE 5/A-3
FREEZER / COOLER WALL
PANEL
3/8" PLATE W/ 1/2"X6" TITEN HDS
@ 24" O.C. MAX. (ANCHORS MUST
BE INSTALLED INTO GROUTED
CMU COARSE)
HEAD
JAMB
REPLACE DOWNSPOUT AND
STORMWATER LINE TO AREA
DRAIN
(E) OPENING IN WALL
5'-4"
NEW OPENING
IN WALL
EXPANSION JOINT COVER
3" = 1'-0"
NOTE:
1. SLAB REINFORCING TO BE #4 @
18" EACH WAY - LAP 18" WITH
EDGE REINFORCING, TYP.
2. TYPICAL REINFORCING COVER
TO GRADE SHALL BE 3"
3. OTHER REINFORCING COVER
MIN. 2"
4. CENTER REINFORCING IN SLAB
24"X7" #4 BARS @ 18" OC
#4 @ 24" OC - (2) #4
LONGITUDINAL BARS
17"X6" #4 BARS @ 18" OC
(2) #4
LONGITUDINAL
BARS
24"X7" #4 BARS @ 18" OC
24"X9" BARS @ 18" OC
V I F
A F
F
A-3
GROUT CELLS SOLID BELOW
THRESHOLD
NON-STRUCTURAL WOOD
FRAMING @ OPENING
SHIM, BACKER ROD &
SEALANT
12"
FIELD VERIFY
NOTE:
3RD PARTY SPECIAL INSPECTION REQUIRED FOR
INSTALLATION OF BOLTS AND STEEL ANGLE. SPECIAL
INSPECTOR SHALL VERIFY EXISTING CMU BOND BEAM IS
GROUTED IN PLACE AND BOLTS ARE SNUG.
(E) CMU BOND BEAM & BRICK
VENEER
2"
FACTORY APPLIED SILICONE
FACE
FIELD APPLIED SILICONE LAYER
PRE-COMPRESSED
IMPREGNATED OPEN CELL
FOAM
EXPANSION JOINT COVER BY
CS CONSTRUCTION SPECIALTIES OR EQUAL
WALL OF MODULAR WALK-IN
UNIT
2X TREATED WD
WRAP VAPOR BARRIER UNDER
WALL PANEL PER MFR.
REQUIREMENTS
SEALANT PER MFR.
REQUIREMENTS
FELT PAPER
NOTE:
1. OVERLAP LAYERS OF VAPOR
BARRIER BELOW INSULATION A
MINIMUM OF 3" AND SEAL
SEAMS.
2. INSTALL LAYERS OF INSULATION
- SECOND LAYER TO BE
PERPENDICULAR TO THE FIRST
LAYER SO THAT SEAMS ARE NOT
CONTINUOUS VERTICALLY, AND
SO ON WITH EACH LAYER.
AutoCAD SHX Text
| A-1_COVER SHEET.pdf |
| A-2_SITE PLANS AND FLOOR PLAN.pdf |
| A-3_ELEVATION_SECTION_DETAILS.pdf |
File details come from the government source that posted it. Updated .