Att C_Plans.pdf

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

ODOT McKENZIE BRIDGE

MAINTENANCE STATION

MAINTENANCE BUILDING

PROJECT LOCATION, SEE

DRAWING A101

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F4200306

ODOT McKENZIE BRIDGE MAINTENANCE STATION

MAINTENANCE BUILDING ROOF REPLACEMENT

56377 N BANK RD, McKENZIE BRIDGE, OR 97413 3

08/20/26

FRANCO

ODOT McKENZIE BRIDGE MAINTENANCE STATION

MAINTENANCE BUILDING ROOF

REPLACEMENT

56377 N BANK RD, McKENZIE BRIDGE, OR 97413

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 AND EQUIPMENT 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. PLANS AND SPECIFICATIONS CALL OUT SPECIFIC MAKES AND MODELS OF EQUIPMENT IN SOME LOCATIONS.

SUBSTITUTION REQUESTS SHALL BE MADE DURING THE BID PROCESS. ODOT SHALL AT ITS SOLE DISCRETION DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS. NO SUBSTITUTIONS SHALL BE INSTALLED WITHOUT PRIOR WRITTEN APPROVAL

FROM THE ODOT CONSTRUCTION PROJECT MANAGER.

8. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED

INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.

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

GENERAL CONSTRUCTION NOTES

T101 TITLE SHEET

A101 SITE PLAN AND ROOF PLAN

A102 DETAILS

SHEET INDEX

0 200'

LOCAL VICINITY PLAN

SCALE: 1" = 200'

STATE VICINITY MAP

SCALE: N.T.S.

TITLE SHEET T101

McKENZIE

BRIDGE

CODE INFORMATION:

S-1 OCCUPANCY

TYPE OF CONSTRUCTION: II-B

MAINTENANCE BUILDING: 5,100 SF

TO EUGENE - 52.8 MILES

TO SISTERS - 53.5 MILES

PROJECT DESCRIPTION:

THE PROJECT INVOLVES THE REMOVAL AND

REPLACEMENT OF EXISTING ROOFING, INSULATION,

GUTTERS, DOWNSPOUTS, AND ACCESSORIES. NEW

ROOFING CONSIST OF INSULATED METAL PANELS

WITH A MINIMUM R-VALUE OF 40.

SEE SPECIFICATIONS FOR A COMPLETE DESCRIPTION

OF THE WORK.

ALL PROJECT WORK IS TO BE IN ACCORDANCE WITH

OREGON STRUCTURAL SPECIALITY CODE (OSSC)

CHAPTER 15 SECTION 1512 RE-ROOFING.

DRIVEWAY

EXISTING

ASPHALT PAVEMENT

GRAVEL

NORTHBANK ROAD

TAYLO

R RO

AD

McKENZIE HIGHWAY - 126

51 MI. TO EUGENE

53 MI. TO SISTERS

PWR,

FUEL

FUEL TANK

STORAGE

F4200309

OPEN STORAGE

F4200305

MAINT. BLDG

F4200306

CLOSED

STORAGE

F4200308

SAND SHED

F2402701

DEICER BLDG.

F4200311

FUEL STATION

F4200307

APPROXIMATE

EDGE OF

PAVEMENT

APPROXIMATE

EDGE OF

PAVEMENT

APPROXIMATE

EXISTING LOT

LINE FENCE

GATE

GENERATOR PAD

RIDGE CAP,

SEE DETAIL

TYP

A102

TYP

A102

102'-0"

50'-0"

NOTE 1

A102

POWERED

EXHAUST FAN

TO REMAIN,

TYPICAL

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F4200306

ODOT McKENZIE BRIDGE MAINTENANCE STATION

MAINTENANCE BUILDING ROOF REPLACEMENT

56377 N BANK RD, McKENZIE BRIDGE, OR 97413 3

08/20/26

FRANCO

SITE PLAN AND ROOF PLAN A101

0 30'

SITE PLAN

SCALE: 1" = 30'

STORAGE ROOF PLAN

SCALE: 3/32" = 1'-0"

NOTES:

1. REMOVE ALL SKYLIGHTS. OTHER EXISTING ROOF

PENETRATIONS TO REMAIN UNLESS SPECIFIED BY THE

CONSTRUCTION PROJECT MANAGER.

BIRD BLOCK PER IMP MFGR

3"

ROOF PANEL CLIP WITH

FASTENING PER IMP MFGR.

GUTTER HANGER

FASTENER PER IMP MFGR.

GUTTER

TRIM

BUTYL TAPE

SEALANT STRIP

UNDER GUTTER

STRAP

EXISTING

EAVE STRUT

EXISTING METAL WALL PANEL

OUTSIDE FOAM CLOSURE

TO FIT EXISTING METAL

WALL PANEL PROFILE

RAKE FASCIA

REMOVE STANDING SEAM

OVERLAP AS REQUIRED

STANDING SEAM TRIM

SUPPORT PER IMP MFGR.

POP RIVET PER

IMP MFGR.

FASTENING PER IMP MFGR.

BUTYL TAPE SEALANT PER IMP MFGR.

EXISTING PURLIN

BUTYL TAPE SEALANT

PER IMP MFGR.

EXISTING METAL

WALL PANEL

ROOF PANEL CLIP WITH

FASTENING PER IMP MFGR.

FASTEN PER IMP MFGR.

OUTSIDE CLOSURE STRIP SET IN

BUTYL TAPE SEALANT AT TOP

AND BOTTOM

METAL CLOSURE SET IN BUTYL

TAPE SEALANT AT TOP AND BOTTOM

FASTENING PER IMP MFGR.

FILL GAP CONTINUOUSLY WITH

TWO-PART FOAMED-IN-PLACE

URETHANE

EXISTING PURLIN, TYP.

BUTYL TAPE SEALANT

OUTSIDE RIDGE

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F4200306

ODOT McKENZIE BRIDGE MAINTENANCE STATION

MAINTENANCE BUILDING ROOF REPLACEMENT

56377 N BANK RD, McKENZIE BRIDGE, OR 97413 3

08/20/26

FRANCO

SECTION AND DETAILS A102

GABLE END

SCALE: N.T.S.

A102

ROOF EAVE WITH GUTTER

SCALE: N.T.S.

A102

RIDGE

SCALE: N.T.S.

A102