Exhibit 6 - Prineville_Ceiling_Drawings_REVISED.pdf

PDF 3 MB Posted

Attached to
ESB Prineville MS - Storage Bldg Ceiling Installation
Solicitation number
S-73000-00017238
Issued by
Crook County, Oregon

About this file

This is a ceiling installation drawing set prepared by the Oregon Department of Transportation for the Prineville Maintenance Station Storage Building located at 3571 NE 3rd Street, Prineville, Oregon 97754. The revised drawings detail the installation of a new metal ceiling system in a 1,728 square-foot storage building with construction type V-B occupancy classification. The project scope includes removal of existing lighting, installation of new 2x6 ceiling joists spaced 3 feet on center supported by Simpson LUS26 hangers, application of 29-gauge metal ceiling panels with pre-finished metal "J" channel edge trim, installation of three new Lithonia Lighting LED fixtures (Model CSS L96 ALO4) with occupancy sensors, creation of a centered attic access panel (2 feet 10 inches by 2 feet), and installation of four ventilation louvers (two 1-foot-6-inch by 1-foot-6-inch and two 2-foot-6-inch by 1-foot-6-inch) positioned between truss webs. Metal panels are fastened with #10 by 1½-inch screws at 9-inch centers with neoprene washers, and ceiling gaps must not exceed one-quarter inch. The drawings were revised on June 30, 2026, with quotes due July 6, 2026, and a voluntary pre-quote conference scheduled for June 25, 2026.

Prevailing wage requirements apply because the estimated contract price exceeds $50,000, with rates established by the Oregon Bureau of Labor and Industries for Crook County, BOLI Region 10, effective April 5, 2026. This procurement is a hard set-aside exclusively for COBID-certified Emerging Small Businesses under Oregon's ESB Assistance Program. The contractor must perform at least 51 percent of labor using its own workforce and maintain work hours between 6:00 a.m. and 5:00 p.m., Monday through Friday. Substantial completion is required by October 15, 2026, with final completion by November 2, 2026, subject to liquidated damages of $100 per calendar day for delays beyond substantial completion. The contractor must be licensed with the Oregon State Construction Contractors Board and file a Public Works bond prior to commencing work. Award will be made to the responsible offeror submitting the responsive quote with the lowest total price, and all quotes must be submitted electronically through OregonBuys with requests for clarification or substitution approvals due seven calendar days prior to closing.

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WALLOWA

UNION

UMATILLA

MORROW

GILLIAM

SHERMANWASCO

HOOD

RIVER

CLACKAMAS

MULTNOMAH

COLUMBIA

CLATSOP

TILLAMOOK

WASHINGTON

YAMHILL

POLK

LINCOLN

BENTON

LINN

MARION

LANE

DOUGLAS

COOS

CURRY

JOSEPHINE

JACKSON

KLAMATH

LAKE

HARNEY

MALHEUR

CROOK

JEFFERSON WHEELER

GRANT

BAKER

DESCHUTES

26 JOHN

DAY

THE

DALLES

PENDLETON

LA

GRANDE

BAKER

CITY

ONTARIO

BURNS

BEND

KLAMATH

FALLS

PORTLAND

SALEM

EUGENE

ROSEBURG

MEDFORD

COOS

BAY

NEWPORT

ASTORIA

FLORENCE

CORVALLIS

ALBANY

ASHLAND

LAKEVIEW

STORAGE

F4070306

ENCLOSED

STORAGE

F4070303

OPEN STORAGE

F4070304

OFFICE

F4070307

SHOP BUILDING

F4070301

FUEL BUILDING

F4070302

O

HP

O

HP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

NE OCHOCO HWY 26

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

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F4070306

ODOT PRINEVILLE MAINTENANCE STATION

STORAGE BUILDING CEILING INSTALLATION

3571 NE 3rd ST, PRINEVILLE, OR 97754 4 04/15/26

FRANCO

JON DOUGHTON S T R U C T U R A L

J A

N U A R Y 1 3 , 2

0 0

ODOT PRINEVILLE MAINTENANCE STATION

STORAGE BUILDING CEILING

INSTALLATION

3571 NE 3rd ST, PRINEVILLE, OR 97754

1. ALL WORK SHALL CONFORM TO APPLICABLE CODES, LAWS AND ORDINANCES OF THE

JURISDICTION HAVING AUTHORITY.

2. DO NOT SCALE THE DRAWINGS.

3. CONTRACTOR SHALL MAKE A SITE VISIT AND EXAMINE EXISTING CONDITIONS PRIOR TO

PROVIDING A BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ODOT

THROUGH A REQUEST FOR CLARIFICATION AS SET FORTH IN THE BID DOCUMENTS.

4. CLARIFICATIONS SHALL BE REQUESTED IN WRITING PRIOR TO ANY INSTALLATION. INCORRECT

INSTALLATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO ODOT.

5. ALL WORK SHOWN IS TO BE BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS BEING BY

ODOT OR BY OTHERS. ALL MATERIALS SHOWN ARE TO BE PROVIDED BY THE CONTRACTOR

UNLESS SPECIFICALLY NOTED AS EXISTING OR PROVIDED BY ODOT.

6. DRAWINGS ARE SCHEMATIC IN NATURE. MAJOR COMPONENTS ARE SHOWN ON THE DRAWINGS.

CONTRACTOR SHALL SUPPLY AND INSTALL ALL MINOR COMPONENTS AND MATERIALS

NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL PROJECT WHETHER OR NOT ALL SUCH

COMPONENTS ARE NOTED IN THE DRAWINGS AND SPECIFICATIONS.

7. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED

INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.

8. INSTALL CEILING TIGHT WITH NO GAPS GREATER THAN 1/4". INSTALL BLOCKING AS REQUIRED.

9. CLEAN ENTIRE WORK AREA AT CONCLUSION OF PROJECT TO THE SATISFACTION OF THE ODOT

PROJECT MANAGER.

GENERAL CONSTRUCTION NOTES

T101 TITLE SHEET

A101 FLOOR PLAN AND REFLECTED CEILING PLAN

A102 SECTIONS AND ELEVATIONS

A103 DETAILS

SHEET INDEX

STATE VICINITY MAP

SCALE: N.T.S.

TITLE SHEET T101

PRINEVILLE

0 100'

SITE PLAN

SCALE: 1" = 100''

OCCUPANCY: STORAGE S-1

CONSTRUCTION TYPE: V-B

AREA: 1,728 SF

CODE DATA:

1 06/30/26 NO CHANGE THIS SHEET JD

±36'-0"

±48'-0"

OPEN STORAGE

A102

A102

A103

A103

ATTIC ACCESS IN NEW

CEILING, CENTER ON

RIDGE, SEE DETAIL

A103

A103

A103

A103

A102

A102

A103

TYP.

LINE OF TRUSSES

ABOVE CEILING, TYP.

TYPICAL NEW

CEILING, SEE DETAIL 2

A103

(3) NEW LIGHT FIXTURES IN A

ROW, CENTERED ON TRUSSES,

TYPICAL (3) PLACES

NEW OCCUPANCY SENSOR

SWITCH MOUNTED ON CEILING

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F4070306

ODOT PRINEVILLE MAINTENANCE STATION

STORAGE BUILDING CEILING INSTALLATION

3571 NE 3rd ST, PRINEVILLE, OR 97754 4 04/15/26

FRANCO

JON DOUGHTON S T R U C T U R A L

J A

N U A R Y 1 3 , 2

0 0

FLOOR PLAN AND REFLECTED CEILING PLAN A101

EXISTING FLOOR PLAN

SCALE: 1/4" = 1'-0"

REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

1 06/30/26 ADD LIGHT FIXTURES AND ELECTRICAL

NOTES

JD

ELECTRICAL NOTES:

1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A

LICENSED ELECTRICIAN IN ACCORDANCE WITH

APPLICABLE CODES.

2. BASIS OF DESIGN LIGHT FIXTURE IS LITHONIA

LIGHTING MODEL NUMBER CSS L96 ALO4 MVOLT

SWW3 80 CRI. SET TO MAXIMUM LIGHT OUTPUT AND

3500K COLOR TEMPERATURE. MOUNT TO CEILING IN

APPROXIMATE LOCATION SHOWN.

3. BASIS OF DESIGN OCCUPANCY SENSOR IS LITHONIA

LIGHTING CRM 10. MOUNT TO CEILING IN

APPROXIMATE LOCATION SHOWN TO MAXIMIZE

DETECTION.

4. REMOVE EXISTING LIGHTING AND RETURN TO ODOT.

MODIFY EXISTING ELECTRICAL SYSTEM AS

REQUIRED TO SUPPLY NEW LIGHTING FIXTURES.

PROVIDE OCCUPANCY SENSOR BETWEEN EXISTING

MANUAL SWITCH AND NEW LIGHTING.

5. USE MC CABLE WITH COPPER CONDUCTORS FOR

NEW WIRING RUNS. SEAL PENETRATIONS IN CEILING.

EXISTING METAL

ROOFING

EXISTING ENGINEERED

TRUSS

EXISTING POST

COLUMN

TYPICAL NEW CEILING, APPLY NEW METAL

PANELS TO NEW 2x6 CEILING JOISTS AT 3'-0"

ON CENTER, SEE DETAIL

A103

A103

A103

EXISTING CONCRETE

FLOOR SLAB

OPEN OPEN OPEN OPEN

FOUR LOUVERS AT EACH END OF BUILDING,

(2) 1'-6"x1'-6" AND (2) 2'-6"x1'-6" POSITION TO

FIT BETWEEN TRUSS WEBS, TYP.

A103 TYP.

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F4070306

ODOT PRINEVILLE MAINTENANCE STATION

STORAGE BUILDING CEILING INSTALLATION

3571 NE 3rd ST, PRINEVILLE, OR 97754 4 04/15/26

FRANCO

JON DOUGHTON S T R U C T U R A L

J A

N U A R Y 1 3 , 2

0 0

SECTIONS AND ELEVATIONS A102

EXISTING BUILDING SECTION

SCALE: 3/8" = 1'-0"

A102

PROPOSED BUILDING SECTION

SCALE: 3/8" = 1'-0"

A102

WEST ELEVATION

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"

EXISTING NORTH / SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

PROPOSED NORTH / SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

1 06/30/26 NO CHANGE THIS SHEET JD

METAL CEILING PANEL IS TO BE 29 GAUGE

WITH A NOMINAL WIDTH OF 3 FEET.

FASTENERS ARE TO BE #10 x 1 1/2" SCREWS

WITH NEOPRENE AND COLOR MATCHED

WASHERS. PLACE FASTENERS NEXT TO

MAJOR RIBS AT 9" ON CENTER.

29 GAUGE METAL PANEL

#10 x 1 1/2" SCREWS AT 9" ON

CENTER ALONG EACH JOIST

INSTALL SCREW THROUGH BOTH

SHEETS AT JOINT, TYPICAL

EXTENDED LEG

ON SHEET

SHEET OVERLAP #14 x 3/4" STITCH SCREWS

AT 24" ON CENTER

NEW 2x6 CEILING JOIST

AT 3'-0" ON CENTER

PRE-FINISHED METAL "J" CHANNEL

EDGE TRIM AROUND OPENING, TYP.

TYPICAL 2x2 PERIMETER

WITH 1/4" GAP TO FRAMING

NEW 1/2" THICK 5-PLY ACX

PLYWOOD ACCESS PANEL

#9x1-1/2" SCREWS AT 6"

ON CENTER AROUND

PERIMETER

TYPICAL 2x6

PERIMETER FRAMING

NEW PRE-FINISHED

METAL CEILING PANEL

ACCESS NOTES:

1. CLEAR ACCESS OPENING IS 2'-10" BY 2'-0".

2. PROVIDE 2x6 FRAMING BETWEEN CEILING

JOIST TO FRAME OPENING.

TYPICAL NEW

CEILING JOIST

EXISTING TRUSS

BOTTOM CHORDS

NEW SIMPSON LUS26 HANGER TO

SUPPORT CEILING JOIST WITH ALL

MFGR. SPECIFIED FASTENERS, TYP.

CEILING PANEL

NEW SIMPSON LUS26 HANGER TO

SUPPORT CEILING JOIST WITH ALL

MFGR. SPECIFIED FASTENERS, USE

1-1/2" NAILS INTO TRUSS CHORD, TYP. EXISTING TRUSS

CHORD

EXISTING METAL

SIDING

CEILING PANEL

PRE-FINISHED METAL "J"

CHANNEL EDGE TRIM, TYP.

NEW LIGHT FIXTURE

MOUNTED UNDER TRUSS

NEW 2x6 EDGE JOIST

EXISTING METAL

ROOFING

EXISTING

METAL SIDING

NEW METAL CEILING, BUTT

TIGHT TO METAL SIDING PANEL

NEW 2x10 EDGE JOIST

EXISTING METAL

ROOFING

NEW METAL

CEILING PANEL

EXISTING

POST

CONNECT EDGE JOIST TO EXISTING

TRUSS WITH SIMPSON A35 ANGLE

WITH (12) 8dx1-1/2" NAILS

CONNECT EDGE JOIST TO EXISTING

TRUSS WITH SIMPSON A35 ANGLE

WITH (12) 8dx1-1/2" NAILS

CUT EXISTING METAL

SIDING TO FIT NEW

LOUVER, TYP.

NEW PRE-FINISHED METAL "J"

CHANNEL TRIM AROUND

LOUVER PERIMETER

INSTALL NEW 2x4 BLOCKING AROUND ALL

SIDES OF OPENING BETWEEN TRUSS

WEBS, INSTALL 2x4 FRAMING AROUND ALL

SIDES OF OPENING TO SUPPORT LOUVER

NEW VENTILATION LOUVER,

SEE ELEVATION VIEW FOR SIZE

SHIM AND FASTEN

LOUVER SECURELY

INSTALL BACKER ROD AND

SEALANT AROUND PERIMETER TO

SEAL OPENING WEATHER TIGHT

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F4070306

ODOT PRINEVILLE MAINTENANCE STATION

STORAGE BUILDING CEILING INSTALLATION

3571 NE 3rd ST, PRINEVILLE, OR 97754 4 04/15/26

FRANCO

JON DOUGHTON S T R U C T U R A L

J A

N U A R Y 1 3 , 2

0 0

DETAILS A103

TYPICAL METAL CEILING

SCALE: 1-1/2" = 1'-0"

2ATTIC ACCESS

SCALE: 1-1/2" = 1'-0"

NEW CEILING CONNECTION AT TRUSSES

SCALE: 3" = 1'-0"

4 NEW CEILING CONNECTION AT END TRUSS

SCALE: 3" = 1'-0"

REAR CEILING DETAIL

SCALE: 1-1/2" = 1'-0"

6 FRONT CEILING DETAIL

SCALE: 1-1/2" = 1'-0"

ATTIC VENTILATION LOUVER DETAIL

SCALE: 1-1/2" = 1'-0"

A103

A103A103

A103

A103 A103

A103

REDUCED 50%

WHEN PRINTED

AT 11" x 17"

1 06/30/26 ADD LIGHT FIXTURES TO DETAIL 4/A103 JD

F4070306 - 04_PRINEVILLE STORAGE CEILING INSTALL_PLAN T101.pdf
F4070306 - 04_PRINEVILLE STORAGE CEILING INSTALL_PLAN A101.pdf
F4070306 - 04_PRINEVILLE STORAGE CEILING INSTALL_PLAN A102.pdf
F4070306 - 04_PRINEVILLE STORAGE CEILING INSTALL_PLAN A103.pdf
2026-06-30T09:16:24-0700
DOUGHTON Jonathan S
2026-06-30T09:16:45-0700
DOUGHTON Jonathan S
2026-06-30T09:17:02-0700
DOUGHTON Jonathan S
2026-06-30T09:17:22-0700
DOUGHTON Jonathan S

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