ATTACHMENT B - S-629-0014548 Plans set 2025.08.04 - ODF Forest Grove District.pdf

VICINITY MAP

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PROJECT INFORMATION:

ADDRESS:

Oregon Department of Forestry Forest Grove District 801 Gales Creek Rd., Forest Grove, OR 97116

LEGAL DESCRIPTION:

4TL1 Tractland-Area 1, Acres 5.05

PERMIT No.:

TBD

PROJECT SUMMARY:

This Design Contract Document package is for Permit Issue purposes and are for project construction. Refer to sheets A0.00, A1.00 Architectural Site Plan, and to the Project Manual Summary of Work section for full project scope, basis of design, and description.

PROJECT DESIGN / ASSEMBLY GROUPS:

A0.00 COVER SHEET, GENERAL NOTES, ABBREVIATIONS &

SYMBOLS, CODE REVIEW, AND PROJECT DESCRIPTION

A0.10 SHEET SEQUENCE AND DETAIL INDEX

A1.00 SITE PLAN

A2.00 BUILDING ELEVATIONS

A3.00 WALL DETAILS

A4.00 WALL OPENING DETAILS

Aerial View - Looking Northwest

08.04.2025 - PLANS SET

Oregon Department of Forestry - Forest Grove Warehouse and Fire Cache

Cladding and Window Rehabilitation (PO-62900-00046367)

PROJECT

LOCATION

EXISTING USE AND OCCUPANCY:

1. Zoning: R-10

2. Zoning Overlay: n/a

3. Occupancy Groups: B, S, U

4. Construction Type: Type VB

5. County Seat: Washington

6. Property ID: R779802 (Included for Coordination)

7. Tax Lot ID: 1N436B004400 (Included for Coordination)

SITE AREAS AND BUILDING HEIGHTS:

1. Project Site Area: 5.05 AC. (291,987 SF) (Unchanged)

2. Number of Buildings: (6) Permanent, (1) Temp (Unchanged)

3. Total Site Building Area: (Existing) (Unchanged)

4. Number of Stories: Varies (Existing) (Unchanged)

5. Existing Building Heights: (Existing) (Unchanged)

APPLICABLE PROJECT CODES:

1. BUILDING CODES IN EFFECT AT TIME OF REHABILITATION PROJECT:

· 2022 Oregon Structural Specialty Code (O.S.S.C.) Amendments (B.O. 2021 International Building Code)

· 2021 Oregon Energy Efficiency Specialty Code (OEESC)

· 2022 Oregon Mechanical Specialty Code (B.O. 2021 IMC & International Fuel Gas Code)

· 2021 Portland Fire Code and the 2019 Oregon Fire Code

· 2021 Oregon Electrical Specialty Code (B.O. 2020 NFPA 70 - National Electrical Code)

· 2021 Oregon Plumbing Specialty Code (B.O. 2021 Uniform Plumbing Code)

REHABILITATION:

1. IT IS THE OWNER'S INTENT TO PERFORM THE REHABILITATION WITHIN THE

LIMITS OF THE WORK AREA WHILE THE BUILDINGS ARE OCCUPIED.

2. IT IS THE OWNER'S INTENT TO PERFORM A FULL REHABILITATION OF ALL

EXTERIOR WALL AREAS ALONG EACH IN SCOPE BUILDING ELEVATION AS

ONE SINGLE PHASE OF WORK. CONTRACTOR SHALL COORDINATE WITH

THE OWNER FOR SCHEDULE, PHASING, AND WORK WITHIN OCCUPIED

BUILDINGS.

3. BUILDING REHABILITATION MAY NOT OCCUR IN NUMERICAL ORDER AS

RELATED TO SITE, BUILDING IDENTIFIER OR BUILDING ADDRESSES.

4. REFER TO THE SITE PLAN AND PROJECT MANUAL FOR IN SCOPE

BUILDINGS, PROJECT NOTES, ASSUMED LIMITS OF WORK, AND FULL

SUMMARY OF WORK.

PROJECT CODE ANALYSIS: PROJECT DESCRIPTION:

1. THE OREGON DEPARTMENT OF FORESTRY: FOREST GROVE DISTRICT

CAMPUS IN FOREST GROVE OREGON IS A COMPOUND OF SIX (6) FACILITY

OPERATIONS BUILDINGS. BUILDINGS WITHIN THE COMPOUND HAVE VARIED

YEARS OF DEVELOPMENT WITH LIMITED DOCUMENTATION RELATING TO

ORIGINAL DESIGN AND CONSTRUCTION. BUILDING ENCLOSURE WORK FOR

THIS PROJECT ARE SPECIFICALLY DESIGNATED FOR THE WAREHOUSE AND

THE FIRE CACHE BUILDINGS.

2. WAREHOUSE BUILDING: ELEVATIONS ARE SIMILAR IN BUILDING COMPONENTS

AND ARE PREDOMINANTLY VARIED BY FENESTRATIONS, SIDING MATERIALS,

AND ROOF CONFIGURATION. EXISTING BUILDING ENCLOSURE COMPONENTS

ARE A COMBINATION OF CEDAR PLANK LAP SIDING, WOOD SIDING PANELS

WITH CEDAR BATTENS, AND CEDAR TRIMS. THE EXISTING BUILDING ROOF IS

A PITCHED ROOF CONFIGURATION WITH GABLES AND EXPOSED RAFTER TALE

OVERHANGS AND ARE CLAD WITH COMPOSITION ASPHALT SHINGLE ROOFING

WITH 2x WOOD GABLE END BARGE BOARDS. DOORS ARE A COMBINATION OF

SWING ENTRY, ROLL-UP STORAGE, AND TRACK HUNG "BARN" STYLE DOORS.

WINDOWS ARE ORIGINAL WOOD FRAMED PLATE GLASS ASSEMBLIES WITH

WOOD MUNTIN GRIDS AND WATER TABLES.

2.1. THE PROPOSED BUILDING ENCLOSURE REHABILITATION SHALL CONSIST

OF REMOVAL, DISPOSAL, AND REPLACEMENT 100% OF EXISTING SIDING

AND TRIM ALONG EACH BUILDING ELEVATION AND INCLUDE CONCEALED

BUILDING PAPER (AS OCCURS), AND UTILITY PENETRATIONS. REMOVAL,

DISPOSAL, AND REPLACEMENT OF ALL EXISTING WINDOW UNITS.

REMOVAL, SAFE STORAGE, AND REINSTALL OF THE EXISTING SLIDING

BARN-STYLE DOOR ON THE EAST ELEVATION. REMOVAL, DISPOSAL, AND

REPLACEMENT OF SWING DOOR UNIT ON THE NORTH ELEVATION.

REMOVAL, SAFE STORAGE, AND REINSTALLATION OF REMAINING

EXISTING SWING DOOR UNITS. FLASH IN PLACE EXISTING ROLL-UP

GARAGE-STYLE DOOR UNIT. REMOVAL, DISPOSAL, AND REPLACEMENT

OF 100% OF EXISTING GUTTERS AND DOWNSPOUTS. REMOVAL AND

REPLACEMENT OF 100% OF EXISTING GABLE ROOF OVERHANG BARGE

BOARDS. INSTALLATION OF NEW EAVE OVERHANG ROOF FASCIA

BOARDS. NOTE: EXISTING ROOFING IS NOT WITHIN THE PROJECT SCOPE

AND SHALL REQUIRE REMOVAL AND REPLACEMENT OF EXISTING

SHINGLES AS NECESSARY TO INCORPORATE ROOF TO DORMER WALL,

ROOF EDGE FASCIA BOARD, AND FLASHING COMPONENTS.

3. FIRE CACHE BUILDING: ELEVATIONS ARE SIMILAR IN ASSEMBLY

CONFIGURATIONS, AND ARE PREDOMINANTLY VARIED BY POINTS OF

ACCESS, SIDING MATERIALS, AND ROOF CONFIGURATION. BUILDING

COMPONENTS ARE A COMBINATION OF T1-11 WOOD PANEL CLADDING,

CEDAR PANEL CLADDING, CEDAR PLANK LAP SIDING WITH CEDAR TRIM AND

NARROW CEDAR PANELS WITH ANGLED CEDAR BATTENS. THE BUILDING

ROOF IS A PITCHED ROOF WITH GABLES AND OVERHANGS AND ARE CLAD IN

COMPOSITION ASPHALT SHINGLE ROOFING WITH CEDAR BARGE BOARDS.

DOORS ARE A COMBINATION OF SWING ENTRY AND ROLL-UP VEHICLE

ACCESS DOORS. WINDOWS ARE ORIGINAL WOOD FRAMED ASSEMBLIES (WITH

WOOD MULLIONS AS OCCURS).

3.1. THE PROPOSED BUILDING ENCLOSURE REHABILITATION SHALL CONSIST

OF REMOVAL, DISPOSAL, AND REPLACEMENT 100% OF EXISTING SIDING

AND TRIM ALONG EACH BUILDING ELEVATION AND INCLUDE CONCEALED

BUILDING PAPER (AS OCCURS), AND UTILITY PENETRATIONS. WHERE

SINGLE-WALL CONSTRUCTION OCCURS AT EXISTING T1-11 AND CEDAR

PANELS, IF DEEMED APPROPRIATE, PANELS MAY BE USED AS WALL

SHEATHING. REMOVAL, DISPOSAL, AND REPLACEMENT OF ALL EXISTING

WINDOW UNITS AND ASSOCIATED TRIMS. AT IDENTIFIED REAR WINDOW

LOCATION (REFER TO ELEVATIONS) THE B.O.D. SHALL BE TO INFILL

WINDOW R.O. WITH NEW 2x WOOD STUD FRAMING, EXTERIOR AND

INTERIOR SHEATHING, AND INSTALLATION OF A 'NEW' THROUGH-WALL

PTAK COOLING AND HEATING UNIT. REMOVAL, SAFE STORAGE, AND

REINSTALLATION OF ALL EXISTING SWING DOOR UNITS. FLASH IN PLACE

EXISTING ROLL-UP GARAGE-STYLE DOOR UNITS. REMOVAL, DISPOSAL,

AND REPLACEMENT OF 100% OF EXISTING GUTTERS AND DOWNSPOUTS.

INSTALLATION OF NEW EAVE OVERHANG ROOF FASCIA BOARDS. NOTE:

EXISTING ROOFING IS NOT WITHIN THE PROJECT SCOPE AND SHALL

REQUIRE REMOVAL AND REPLACEMENT OF EXISTING SHINGLES AS

NECESSARY TO INCORPORATE ROOF EDGE FASCIA BOARDS AND

FLASHING COMPONENTS.

GENERAL NOTES: GENERAL NOTES, CONT.:

1. READ DESIGN DOCUMENTS (DRAWINGS) IN CONJUNCTION WITH THE

PROJECT MANUAL (PRODUCT SPECIFICATIONS).

2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON SITE.

3. DRAWINGS OF ELEVATIONS AND SITE PLANS OF THE PROJECT ARE

REPRODUCED FROM BASE DRAWINGS PREPARED BY ORIGINAL

ARCHITECT. BRING DISCREPANCIES BETWEEN DESIGN DOCUMENTS AND

ACTUAL PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE

BUILDING ENVELOPE CONSULTANT AND REQUEST A REVIEW.

4. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A

REPRESENTATION THAT THE CONTRACTOR HAS VISITED THE SITE,

BECOME GENERALLY FAMILIAR WITH THE LOCAL CONDITIONS UNDER

WHICH THE WORK IS TO BE PERFORMED AND CORRELATED PERSONAL

OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

5. ALL WORK TO BE PERFORMED UNDER THIS SCOPE OF REPAIRS (WORK)

SHALL BE CONDUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. IT IS THE

CONTRACTOR'S DUTY TO BE FAMILIAR WITH ALL SUCH APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. FURTHERMORE,

THE CONTRACTOR SHALL ENSURE THAT ALL ACTIVITIES PERFORMED BY

THE CONTRACTOR'S PERSONAL EMPLOYEES, SUBCONTRACTORS, AND

SUPPLIERS COMPLY WITH THESE LAWS AND REGULATIONS DURING THE

CONSTRUCTION PROCESS.

6. CONTRACT DRAWINGS ARE COMPLIMENTARY, AND WHAT IS REQUIRED

BY ANY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. BEFORE

STARTING EACH PORTION OF THE WORK, CAREFULLY STUDY AND

COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS

RELATIVE T0 THAT PORTION OF THE WORK, AS WELL AS INFORMATION

FURNISHED BY OWNER. TAKE FIELD MEASUREMENTS OF ANY EXISTING

CONDITIONS RELATED TO THAT PORTION OF THE WORK AND OBSERVE

CONDITIONS AT THE SITE AFFECTING IT. THESE OBLIGATIONS ARE FOR

THE PURPOSE OF FACILITATING CONSTRUCTION BY THE CONTRACTOR

AND NOT FOR THE PURPOSE OF DISCOVERING ERRORS, OMISSIONS, OR

INCONSISTENCIES IN THE CONTRACT DOCUMENTS; HOWEVER, REPORT

ERRORS, OMISSIONS, OR INCONSISTENCIES DISCOVERED BY THE

CONTRACTOR PROMPTLY TO THE CONSULTANT AS A REQUEST FOR

INTERPRETATION IN THE FORM PROVIDED IN THE PROJECT MANUAL.

7. REPORT DISCREPANCIES IN CONTRACT DOCUMENTS TO FORENSIC FOR

CLARIFICATION PRIOR TO COMMENCING WORK.

8. IMMEDIATELY NOTIFY BUILDING ENVELOPE CONSULTANT UPON

DISCOVERY OF ADDITIONAL UNFORESEEN DAMAGE TO EXISTING

CONSTRUCTION SCHEDULED TO REMAIN AND THAT IS OUTSIDE THE

CONTRACT. REQUEST A REVIEW. DO NOT COMMENCE RELATED WORK

TO NEARBY WORK WITHOUT CONSULTANT APPROVAL.

9. TRADE CONTRACTORS ARE RESPONSIBLE FOR THE LAYOUT OF THEIR

OWN WORK, AND TO SEE THAT ITS WORK COMES TOGETHER WITH THAT

OF OTHERS. REPORT DISCREPANCIES ON DRAWINGS TO BUILDING

ENVELOPE CONSULTANT FOR DECISIONS.

10. TRADE CONTRACTORS MUST ASSURE THEMSELVES THAT THEY HAVE

THE LATEST DRAWINGS ISSUED FOR CONSTRUCTION, SPECIFICATIONS,

MANUFACTURERS' INSTALLATION INSTRUCTIONS AND REFERENCE

STANDARDS IN THE CONTRACTOR'S OFFICE.

11. DURING REMEDIATION WORK, THE CONTRACTOR IS TO VERIFY AND

MAINTAIN RATED WALL ASSEMBLIES AT ALL EXISTING WALL LOCATIONS.

OVERSIGHT IS REQUIRED BY A LICENSED STRUCTURAL ENGINEER TO

PROVIDE FRAMING AND SHEATHING CONDITIONS ASSESSMENT

INCLUDING RATED WALLS WHERE REPAIR WORK IS IDENTIFIED DURING

ACTUAL WORK ON THE PROJECT. THE CONTRACTOR IS TO PROVIDE

AREA SPECIFIC ENGINEERED DRAWINGS SHOWING EXTENT, DETAILS,

AND CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION FOR

REVIEW AND APPROVAL PRIOR TO REMEDIATION WORK.

CONCEALED BARRIER INSTALLATION:

1. CLEAN AND PREPARE SURFACES PRIOR TO INSTALLATION OF ALL

MEMBRANES IN ACCORDANCE TO PRODUCT MANUFACTURERS'

RECOMMENDATIONS AND AS DIRECTED BY BUILDING ENCLOSURE

CONSULTANT.

2. CONTRACTOR TO PROVIDE ISOMETRIC FLEXIBLE SADDLE

FLASHINGS AT MULTI-PLANE WALL, WALL OPENING, ROOF

TRANSITION, AND DECK TRANSITION AREAS AS OCCURS AND AS

DETAILED PER DESIGN DOCUMENTS.

MEMBRANE INSTALLATION:

1. SEAL WEATHER-RESISTIVE BARRIER AT ALL LAPS AND

TERMINATIONS TO CREATE AIR BARRIER. NOT ALL SEALANT

LOCATIONS ARE ILLUSTRATED.

2. PROVIDE FURRING STRIPS/RAIN SCREEN BEHIND ALL EXTERIOR

CLADDING AND TRIM IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S WRITTEN

INSTRUCTIONS.

METAL FLASHING:

1. PROVIDE AND INSTALL METAL HEAD FLASHING WITH FOLDED,

UPTURNED END DAMS OVER WINDOW, DOOR, AND SLIDING

GLASS DOORS TRIM. CONTRACTOR TO FIELD VERIFY THAT METAL

HEAD FLASHING DOES NOT INTERFERE WITH OPERATION OF THE

FENESTRATION.

2. FORM 100% OF THROUGH-WALL AND HEAD FLASHINGS WITH A

SLOPED HORIZONTAL SURFACE CONFORMING TO THE

FOLLOWING CRITERIA:

· ENSURE A 5% SLOPE AT GREATER THAN OR EQUAL TO A

1-1/2" WIDE HORIZONTAL SURFACE

· ENSURE A 10% SLOPE AT LESS THAN A 1-1/2" WIDE

HORIZONTAL SURFACE

3. CONTRACTOR TO PROVIDE 3-DIMENSIONAL METAL SADDLE

FLASHINGS AT MULTI-PLANE SUBSTRATE INTERSECTIONS, ROOF

TRANSITIONS, WALLS TRANSITIONS, DECK TRANSITIONS, AND AT

OTHER SIMILAR LOCATIONS AS OCCURS AND AS DETAILED PER

DESIGN DOCUMENTS.

EXTERIOR OPENINGS AND PENETRATIONS:

1. ALL SCHEDULES AND QUANTITIES OF WINDOWS, DOORS, VENT

PENETRATIONS, AND EXTERIOR FIXTURES, SUCH AS LIGHT

FIXTURES, CONVENIENCE RECEPTACLES, EXHAUST VENTS, PIPE

PENETRATIONS, HOSE BIBBS, ELECTRICAL OR METERS, ETC.,

THAT HAVE BEEN PROVIDED IN THE DOCUMENTS ARE

APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR ON

SITE. CONTRACTOR SHALL PERFORM OWN QUANTITY SURVEY

AND VERIFIED QUANTITIES OF ALL ITEMS INDICATED IN THE

DRAWINGS.

2. SEAL EXTERIOR WALL PENETRATIONS FOR AIR BARRIER

CONTINUITY WITH SCHEDULED MINIMALLY EXPANDING FOAM

INSULATION.

3. FORM EXTERIOR PERIMETER DYNAMIC SEALANT JOINTS, 1/2"

WIDE TYPICAL, WITH CONTINUOUS CLOSED CELL BACKER ROD

U.O.N., ENSURE BACKER ROD DIAMETER EXCEEDS JOINT WIDTH

BY 25% AND MAINTAIN A JOINT WIDTH-TO-DEPTH RATIO OF 2:1.

GENERAL NOTES, CONT.:

DRAWING TERMS:

1. DEMOLISH: (DEMO) TO COMPLETELY REMOVE AND LEGALLY

DISPOSE OF OFF-SITE IN A MANNER COMPLIANT WITH FEDERAL,

STATE, AND LOCAL PROTOCOLS.

2. SCHEDULED (ITEM): COMPONENTS CALLED OUT AS SCHEDULED

SHALL REMAIN IN PLACE, BE REMOVED AND REINSTALLED, BE

REMOVED AND REPLACED, BE INSTALLED AS A NEW

COMPONENT, OR REPLACED IF DAMAGED IS DISCOVERED.

REFER TO PROJECT MANUAL FOR CONDITION, ASSEMBLIES, AND

RELATED MATERIALS.

3. PROTECT (ITEM): A TERM USED ON DRAWINGS TO INDICATE AN

ITEM REQUIRES PROTECTION FROM THE WORK.

4. REMOVE (ITEM): A TERM USED ON DRAWINGS TO INDICATE A

SPECIFIC ITEM TO BE DETACHED FROM EXISTING CONSTRUCTION

AND LEGALLY DISPOSED OF OFF-SITE, UNLESS INDICATED

OTHERWISE TO BE REMOVED, SALVAGED, AND REINSTALLED.

5. REMOVE AND REINSTALL (ITEM): A TERM USED ON DRAWINGS TO

INDICATE A SPECIFIC ITEM TO BE DETACHED FROM EXISTING

CONSTRUCTION, PREPARED FOR REUSE, AND REINSTALLED

BACK IN ITS EXISTING LOCATION.

6. RELOCATE (ITEM): A TERM USED IN DRAWINGS TO INDICATE AN

EXISTING ITEM THAT HAS BEEN REMOVED, AND TO BE

REINSTALLED IN A NEW LOCATION

7. SALVAGE (ITEM): CAREFULLY DETACH FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE READY FOR

REUSE. INCLUDE FASTENERS OR BRACKETS NEEDED FOR

REATTACHMENT IN ORIGINAL LOCATION OR ELSEWHERE.

8. EXISTING TO REMAIN (ITEM): A TERM USED ON DRAWINGS TO

INDICATE EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE

REMOVED, SALVAGED, OR REMOVED AND REINSTALLED.

EXISTING TO REMAIN IS INDICATED BY GRAPHIC LINETYPE

SYMBOL.

9. PHASE: A PORTION OF THE WORK TO BE COMPLETED DURING A

SET PERIOD OF TIME, AS DEFINED IN THE PROJECT

SPECIFICATIONS.

10. REFER TO SPECIFICATIONS SUMMARY OF WORK, GENERAL

DESCRIPTION OF WORK, FOR SCOPE OF REPAIR ASSEMBLIES.

ALUM. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

BLDG. BUILDING

BOT BOTTOM

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

C/W COMPLETE WITH

DIA. DIAMETER

DEFS DIRECT-APPLIED

FINISH SYSTEM

DIM. DIMENSION

DWG DRAWING

DS DOWNSPOUT

E. EAST

EA. EACH

ELEV. ELEVATION

ELEC. ELECTRICAL

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXT. EXTERIOR

FC FIBER CEMENT

FIN. FINISH

ABBREVIATIONS:

F.O.S. FACE OF STUD

FLR. FLOOR

FRTW FIRE-RETARDANT

TREATED WOOD

FURR FURRING OR FURRED

GA GAUGE

GALV. GALVANIZED

GWB GYPSUM WALL BOARD

GYP. GYPSUM

HORIZ. HORIZONTAL

INT. INTERIOR

INSUL. INSULATION

MAX MAXIMUM

MEMB. MEMBRANE

MTL METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N. NORTH

N.I.C. NOT IN CONTRACT

(NOT IN SCOPE)

NTS NOT TO SCALE

O.C. ON CENTER

PLY PLYWOOD

P.T. PRESSURE TREATED (POST-TENSIONED

WHEN USED WITH CONCRETE)

R RADIUS

REF. REFERENCE

REINF REINFORCED

REQ'D REQUIRED

RD ROOF DRAIN

S. SOUTH

SAM SELF ADHESIVE

MEMBRANE (FLASHING)

SECT. SECTION

SIM. SIMILAR

SPEC SPECIFICATION

S.S. STAINLESS STEEL

STRUCT. STRUCTURAL

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEMP TEMPERATURE

T.O.W. TOP OF WALL

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W. WEST

W/ WITH

W/O WITHOUT

WRB WEATHER-RESISTIVE

BARRIER

GYPSUM SHEATHING / GYPSUM WALLBOARD

BATT INSULATION

DETAIL HATCH PATTERN LEGEND:

TYPICAL LINE WEIGHT OF 'NEW' BUILDING ENVELOPE

COMPONENTS - WALLS, WINDOWS, DOORS, ETC.

SAM - SELF APPLIED MEMBRANE FLEXIBLE FLASHING,

OR MANUFACTURED FLASHING PANELS AS NOTED

WRB - WEATHER RESISTIVE BARRIER

MISC. COMPONENTS - DRAINAGE MAT, REINFORCING

MESH, BUG SCREEN, FASTENERS, SCREWS, NAILS

EXISTING ROOF UNDERLAYMENT, OTHER EXISTING

COMPONENTS

METAL FLASHING

SEALANT / ADHESIVE LAYER

LINETYPE LEGEND:

FIBER CEMENT CLADDING / CEMENT

BOARD / TILE ADHESIVE

CONCRETE

DECK COATING REINFORCEMENT MESH

DRAINAGE MAT

ACRYLIC REINFORCED CEMENTITIOUS DECK

COATING SYSTEM

POLYURETHANE DECK COATING / CONCRETE

DAMP-PROOFING

RIGID INSULATION / FOAM

STEEL / METAL

SCHEDULED WRB

SCHEDULED SAM

METAL FLASHING, COPING, AND SADDLES

APPLIED DECK COATING SYSTEM

SCHEDULED SEALANT

ISOMETRIC DETAIL HATCH PATTERN LEGEND:

TYPICAL LINE WEIGHT OF EXISTING BUILDING

ENVELOPE COMPONENTS

DYNAMIC SEALANT JOINT: SEALANT APPLIED OVER

CLOSED CELL BACKER ROD (2:1 RATIO)

CONTINUOUS SEALANT BEAD

PLYWOOD SHEATHING

PROJECT TEAM:

Warehouse Building Side/Front Elevation - Looking Northwest

PROJECT PARAMETERS:

1. UNLESS ACCOMPANIED BY DOCUMENTATION STAMPED BY A LICENSED

PROFESSIONAL, THE WORK DESCRIBED WITHIN THESE CONTRACT

DOCUMENTS SHALL NOT INCLUDE THE FOLLOWING CRITERIA (REFER TO

ORS 671.030d):

· THE STRUCTURAL PART OF THE BUILDING, INCLUDING BUT NOT

LIMITED TO THE FOUNDATION WALLS, FLOORS, ROOF, FOOTINGS,

BEARING PARTITIONS, BEAMS, COLUMNS AND JOISTS, IS NOT

INVOLVED;

· THE BUILDING CODE CLASSIFICATION BY USE OR OCCUPANCY OF

THE BUILDING IS NOT CHANGED; AND

· THE BUILDING CODE CLASSIFICATION BY TYPE OF CONSTRUCTION

OF THE BUILDING IS NOT CHANGED.

2. NON-STRUCTURAL WORK DESCRIBED WITHIN THESE CONTRACT

DOCUMENTS SHALL FALL UNDER EXCEPTIONS: 2 OF OSSC 107.1IN THAT

PLANS, SPECIFICATIONS, CALCULATIONS, DIAGRAMS AND OTHER DATA

PREPARED AND DESIGNED BY AN ENGINEER OR ARCHITECT LICENSED

BY THE STATE TO PRACTICE AS SUCH ARE NOT REQUIRED FOR THE

FOLLOWING WORK:

· 2.3 ALTERATIONS OR REPAIRS THAT DO NOT INVOLVE THE

STRUCTURAL PARTS OF THE BUILDING.

3. IT IS RECOGNIZED THAT THERE MAY BE SEPARATE TRADE PERMITS

RELATED TO PLUMBING OR UTILITY EXTENSIONS AND/OR MINOR

RECONFIGURATIONS OF EXTERIOR VENTILATION AND ELECTRICAL

PENETRATIONS RELATED TO THIS REHABILITATION PROJECT. IT IS

UNLIKELY THAT MECHANICAL AND/OR FIRE LIFE SAFETY SYSTEMS

INCLUDING ALARMS OR FIRE SPRINKLER SYSTEMS WILL BE AFFECTED.

CLIENT:

Oregon Department of Forestry 2600 State Street Salem, OR 97310 Contact: Joseph Pfau Phone: 503.507.1527 email: joseph.j.pfau@odf.oregon.gov

BUILDING ENVELOPE CONSULTANT:

Forensic Building Consultants 12901 SE 97th Ave., Suite 310 Clackamas, OR 97015 Phone: 503.772.1114 Contact: Jordon Wyatt, Project Manager email: jordon@forensicbuilding.com

Michael Green, Technical Design Manager email: michaelg@forensicbuilding.com

AUTHORITY HAVING JURISDICTION:

Washington County Building Services 155 N First Avenue, Hillsboro, OR 97124 Development Review/Planning: 503.846.8761 Inspections: 503.846.3699 email: lutbldg@washingtoncountyor.gov www.washingtoncountyor.gov/

Fire Cache Building Side/Rear Elevation - Looking West Warehouse Building Front Elevation - Looking West

CONTRACTOR:

801 Gales Creek Rd., Forest Grove, OR 97116

PROJECT BASIS OF DESIGN

1. PROJECT BASE BID SCOPE OF REPAIR WORK COMPONENTS TO INCLUDE

THE FOLLOWING AREAS OF WORK:

· REMOVE AND DISPOSE OF CEDAR PLANK, T1-11, PLYWOOD

WALL PANEL CLADDING, WOOD BATTENS, AND TRIM

COMPONENTS

· REMOVE AND DISPOSE OF WOOD WINDOW ASSEMBLIES

· REMOVE AND STORAGE OF SELECT SWING DOOR ASSEMBLIES

· REMOVE AND DISPOSE IDENTIFIED SWING DOOR ASSEMBLY

· REMOVE AND STORAGE OF BARN-STYLE SLIDING DOOR

· ISOLATION AND PROTECTION OF ROLL UP DOOR ASSEMBLIES

· REMOVE AND DISPOSE OF GUTTERS AND DOWNSPOUTS

· REMOVE AND DISPOSE OF GABLE ROOF BARGE BOARDS

2. SCHEDULED PROJECT COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:

· WOOD FRAMING AND FURRING MEMBERS

· BATT, FOAM, AND CELLULOSE INSULATION (TO MATCH

EXISTING)

· PLYWOOD SHEATHING

· CODE COMPLIANT WEATHER-RESISTIVE BARRIER (WRB)

AND FLEXIBLE SAM FLASHING

· FIBER CEMENT PLANK LAP CLADDING, BOARD AND BATTEN

CLADDING, TRIM MEMBERS, AND MOUNTING BLOCKS

· FLANGED VINYL WINDOW UNIT(S)

· FIBERGLASS SWING DOOR UNIT(S)

· ROOF OVERHANG BARGE BOARDS AND FASCIA BOARDS

· ALUMINUM K-6 STYLE GUTTERS AND DOWNSPOUTS

· METAL THROUGH-WALL, TRANSITION, DIVERTER, AND

THREE-DIMENSIONAL METAL SADDLE FLASHINGS

· PACKAGE TERMINAL MECHANICAL UNIT (HVAC)

· SCHEDULED SEALANTS

· EXTERIOR PAINTING

Fire Cache Building Front Elevation - Looking North

A0.00

COVER SHEET

CODE ANALYSIS

PROJECT DESCRIPTION

08.04.2025

SHEET NAME

REVISIONS

ISSUE

REV. DATE

PROJECT NAME

CLIENT

PROJECT NUMBER

SHEET NUMBER

15 82nd Drive, Suite 10 Gladstone, OR 97027

TEL: 503.772.1114

FAX: 503.772.4039

www.forensicbuilding.com info@forensicbuilding.com

COPYRIGHT ©2025 FORENSIC

BUILDING CONSULTANTS

All Rights Reserved

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UT #8334529-5501

(RE) 25-095

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, F or es t G ro ve

, O R

NEW ISSUE REVISED ISSUE ISSUED W/NO CHANGES NOT ISSUED AS PART OF S.O.W.*

DE

TA

IL

N O.

SH

EE

T N

O.

SHEET SEQUENCE AND DETAIL INDEX Pe rm it I ss ue S et:

.04 .20

GENERAL

A0.00 COVER SHEET, GENERAL NOTES, PROJECT AND CODE ANALYSIS

A0.10 SHEET SEQUENCE AND DETAIL INDEX

A1.00 PLAN SHEETS

1 A1.00 SITE PLAN

A2.00 REFERENCE ELEVATIONS

1 A2.01 WAREHOUSE BUILDING 'B' FRONT ELEVATION - ORIENTED FACING EAST

2 A2.01 WAREHOUSE BUILDING 'B' SIDE ELEVATION - ORIENTED FACING SOUTH

1 A2.02 WAREHOUSE BUILDING 'B' REAR ELEVATION - ORIENTED FACING WEST

2 A2.02 WAREHOUSE BUILDING 'B' SIDE ELEVATION - ORIENTED FACING NORTH

1 A2.03 FIRE CACHE BUILDING 'E' FRONT ELEVATION - ORIENTED FACING SOUTH

2 A2.03 FIRE CACHE BUILDING 'E' SIDE ELEVATION - ORIENTED FACING WEST

1 A2.04 FIRE CACHE BUILDING 'E' REAR ELEVATION - ORIENTED FACING NORTH

2 A2.04 FIRE CACHE BUILDING 'E' SIDE ELEVATION - ORIENTED FACING EAST

3.00 WALL DETAILS

1 A3.01 TYPICAL THRU-WALL FLASHING PROFILE AND LAP ISOMETRIC DETAIL

2 A3.01 TYPICAL FIBER CEMENT PLANK CLADDING BLIND / FACE NAIL LAP

AND FASTENING DETAIL

3 A3.01 TYPICAL CLADDING FASTENER INSTALLATION

4 A3.01 TYPICAL SEALANT JOINT CONFIGURATION AND APPLICATION

5 A3.01 TYPICAL BASE OF WALL ASSEMBLY AT FIBER CEMENT PLANK LAP

CLADDING - ISOMETRIC DETAIL

6 A3.01 TYPICAL SEALANT INSTALLATION AT EXTERIOR PANEL CLADDING,

TRIM, AND MOUNTING BLOCK COMPONENTS

7 A3.01 TYPICAL SEALANT INSTALLATION AT EXTERIOR PLANK LAP

CLADDING, TRIM, AND MOUNTING BLOCK COMPONENTS

8 A3.01 OUTSIDE CORNER JOINT CONDITION WITH FIBER CEMENT CLADDING

OVER RAINSCREEN CAVITY

9 A3.01 GRADE BASE OF WALL FLASHING WITH CLEARANCE AT FIBER

CEMENT PLANK LAP CLADDING

10 A3.01 DOWNSPOUT CLEANOUT COMPONENT ASSEMBLY AT GRADE WITH

FIBER CEMENT PLANK LAP CLADDING

1 A3.02 BASE OF WALL FLASHING INTEGRATION AT KERF CUT CONCRETE

SLAB WITH FIBER CEMENT PLANK LAP CLADDING

2 A3.02 FRAMED FLOOR BASE OF WALL FLASHING WITH CLEARANCE AT

FIBER CEMENT PLANK CLADDING OVER RAINSCREEN CAVITY

3 A3.02 FRAMED FLOOR BASE OF WALL FLASHING WITH KERF CUT

CONCRETE ENTRY SLAB AND FIBER CEMENT PLANK LAP CLADDING

4 A3.02 VERTICAL TRANSITION JOINT AT FIBER CEMENT CLADDING TO

EXPOSED CONCRETE - PLAN VIEW

5 A3.02 HORIZONTAL PANEL JOINT TRANSITION WITH FIBER CEMENT PANEL

CLADDING AT GABLE WALL LOCATIONS

6 A3.02 UPPER GABLE WALL TRIM BAND CLADDING TRANSITION AT FIBER

CEMENT PLANK LAP TO PANEL CLADDING

7 A3.02 TYPICAL BELLY-BAND TRIM FLASHING AT FIBER CEMENT PANEL

CLADDING - ISOMETRIC DETAIL

8 A3.02 EXHAUST VENT PENETRATION WITH MOUNTING BLOCK AT FIBER

CEMENT PLANK LAP CLADDING

1 A3.03 TYPICAL MOUNTING BLOCK INSTALLATION AT FIBER CEMENT PLANK

LAP CLADDING - ISOMETRIC SEQUENCE

3 A3.03 GABLE WALL LIGHT FIXTURE MOUNTING BLOCK INSTALL WITH FIBER

CEMENT PANEL CLADDING

4 A3.03 THROUGH-WALL PIPE PENETRATION WITH MOUNTING BLOCK AT

FIBER CEMENT PLANK LAP CLADDING

5 A3.03 SURFACE MOUNTED ELECTRICAL BOX AT FIBER CEMENT PLANK LAP

CLADDING

6 A3.03 RECESSED FIXTURE / J-BOX WITH MOUNTING BLOCK AT FIBER

CEMENT PLANK LAP CLADDING

7 A3.03 UTILITY MOUNTING BLOCK WITH PROPER DATA CABLE PENETRATION

AT FIBER CEMENT PLANK LAP CLADDING

8 A3.03 NON-PENETRATING MOUNTING BLOCK AT FIBER CEMENT PLANK LAP

CLADDING

1 A3.04 WIDE MOUNTING BLOCK INSTALL WITH FIBER CEMENT PLANK LAP CLADDING

2 A3.04 MOUNTED METER BASE HEAD AND JAMB AT FIBER CEMENT

MOUNTING BLOCK AND PLANK LAP CLADDING

4 A3.04 METER BASE GANGED CONDUIT FLASHING AT FIBER CEMENT PLANK

LAP CLADDING - PLAN VIEW

5 A3.04 METER BASE CONDUIT FLASHING AT FIBER CEMENT PLANK LAP

CLADDING - PLAN VIEW

6 A3.04 PACKAGED TERMINAL MECHANICAL UNIT WALL SECTION WITH FIBER

CEMENT TRIM AND PLANK LAP CLADDING

7 A3.04 PACKAGED TERMINAL MECHANICAL UNIT JAMB ASSEMBLY WITH

FIBER CEMENT PLANK LAP CLADDING AND TRIM

8 A3.04 GABLE WALL ANTENNA / METEOROLOGICAL EQUIPMENT MOUNT AT

FIBER CEMENT PLANK LAP CLADDING

SHEET SEQUENCE AND DETAIL INDEX

DE

TA

IL

N

O.

SH

EE

T N

O.

SHEET SEQUENCE AND DETAIL INDEX IS

SU

E

DA

TE

IS

SU

E

DA

TE

DE

TA

IL

N

O.

SH

EE

T N

O.

SHEET SEQUENCE AND DETAIL INDEX Pe rm it I ss ue S et:

.04 .20

IS

SU

E

DA

TE

A3.00 WALL DETAILS CONTINUED

1 A3.05 TOP OF WALL AT EAVE OVERHANG WITH FIBER CEMENT PLANK LAP

CLADDING

2 A3.05 TOP OF WALL TO GABLE/RAKE FASCIA WITH FIBER CEMENT PANEL

CLADDING

3 A3.05 ROOF TO DORMER WALL STEP FLASHING TRANSITION AT FIBER

CEMENT PLANK LAP CLADDING

4 A3.05 ROOF TO WALL APRON FLASHING TRANSITION AT FIBER CEMENT

PLANK LAP CLADDING

5 A3.05 APRON TO STEP FLASHING TRANSITION - ISOMETRIC DETAIL

6 A3.05 TYPICAL DIVERTER AT EXTERIOR WALL OUTSIDE ROOF CORNER

CONDITION - ISOMETRIC SEQUENCE

1 A3.06 PACKAGED TERMINAL MECHANICAL UNIT COMPONENT ASSEMBLY -

INSTALLATION ISOMETRIC SEQUENCE

A4.00 WALL OPENING DETAILS

1 A4.01 WINDOW HEAD AND SILL PAN FLASHING - INSTALL LOCATIONS

3 A4.01 TYPICAL WINDOW HEAD - CONCEALED COMPONENTS - INSTALLATION

LOCATION

4 A4.01 TYPICAL WINDOW HEAD - TRIM AND PLANK LAP CLADDING

COMPONENTS - INSTALL CONDITION

5 A4.01 TYPICAL WINDOW HEAD - TRIM AND PANEL CLADDING - INSTALLATION

CONDITION

6 A4.01 WINDOW HEAD CLADDING JOINT AT FIBER CEMENT PLANK LAP

CLADDING - INSTALL CONDITION - ISOMETRIC DETAIL

7 A4.01 WINDOW HEAD CLADDING JOINT AT FIBER CEMENT PANEL CLADDING -

INSTALL CONDITION - ISOMETRIC DETAIL

1 A4.02 TYPICAL WINDOW JAMB - CONCEALED COMPONENTS - INSTALL

CONDITION

2 A4.02 TYPICAL WINDOW JAMB TRIM AND CLADDING COMPONENTS -

INSTALL CONDITION

3 A4.02 TYPICAL WINDOW SILL - CONCEALED COMPONENTS - INSTALL

CONDITION

4 A4.02 TYPICAL WINDOW SILL - TRIM AND PLANK LAP CLADDING

COMPONENTS - INSTALL CONDITION

5 A4.02 TYPICAL WINDOW SILL - TRIM AND PANEL CLADDING COMPONENTS -

INSTALL CONDITION

6 A4.02 SWING DOOR HEAD DETAIL - TRIM AND CLADDING

7 A4.02 SWING DOOR JAMB DETAIL - TRIM AND CLADDING

8 A4.02 ENTRY SWING DOOR SILL AT STEPPED STOOP WITH ADJACENT

WALKWAY SLAB

1 A4.03 FRAMED FLOOR ENTRY SWING DOOR WITH KERF CUT CONCRETE

ENTRY SLAB

2 A4.03 ROLL UP GARAGE DOOR HEAD FLASHING WITH WOOD AND FIBER

CEMENT TRIM AND CLADDING

3 A4.03 ROLL UP GARAGE DOOR JAMB WITH WOOD AND FIBER CEMENT TRIM

AND CLADDING

1 A4.04 TYPICAL VINYL WINDOW INSTALL - ISOMETRIC SEQUENCE

1 A4.05 SWING DOOR INSTALL AT CONCRETE SLAB - ISOMETRIC SEQUENCE

DE

TA

IL

N

O.

SH

EE

T N

O.

SHEET SEQUENCE AND DETAIL INDEX IS

SU

E

DA

TE

IS

SU

E

DA

TE

A0.01

SHEET SEQUENCE

AND DETAIL INDEX

08.04.2025

SHEET NAME

REVISIONS

ISSUE

REV. DATE

PROJECT NAME

CLIENT

PROJECT NUMBER

SHEET NUMBER

15 82nd Drive, Suite 10 Gladstone, OR 97027

TEL: 503.772.1114

FAX: 503.772.4039

www.forensicbuilding.com info@forensicbuilding.com

COPYRIGHT ©2025 FORENSIC

BUILDING CONSULTANTS

All Rights Reserved

PRINT ALL DETAILS IN

COLOR AT 24x36

OR CCB# 155496

WA FORENW C94308

UT #8334529-5501

(RE) 25-095

Permit Issue Set

O re go n

D ep ar tm en t o f F or es try

Fo re st G ro ve

W ar eh ou se a nd F ire C ac he

C la dd in g an d W in do w R ep la ce m en t (

P O

-6

-0

7)

O re go n

De pa rtm en t o f F or es try

S ta te

S tre et , B ui ld in g

F, S al em

, O R

G al es C re ek

R d.

, F or es t G ro ve

, O R

1 SITE PLAN

1" = 60'-0" Oregon Department of Forestry - Forest Grove mhg

SITE AREAS AND INFORMATION:

1. Total Site Area: 5.05 AC. (291,987 SF)

2. County Seat: Washington

3. Zoning: R-10

6. Property ID: R779802 (Included for Coordination)

7. Tax Lot: 1N436B004400 (Included for Coordination)

SITE KEY NOTES:

EXISTING GRAVEL DRIVE/APRON/PARKING AREA: NOT IN PROJECT SCOPE

EXISTING CONCRETE PROPERTY ACCESS/DRIVES, ASPHALT PAVING, APRONS, WALKWAYS, AND FLATWORK AREAS: NOT IN

PROJECT SCOPE.

ALTERATION OF EXISTING UNIMPROVED/LANDSCAPED AREAS, VEGETATION, AND SITE TREES ARE NOT WITHIN THE SCOPE

OF THE PROPOSED REHABILITATION PROJECT.

THE PROPOSED BUILDING ENCLOSURE REHABILITATION SHALL BE CONSIDERED 'LIKE FOR LIKE' IN GENERAL APPEARANCE AND INCLUDE WORK TO CLADDING, ROOFING, AND FENESTRATIONS AS DESIGNATED ON SHEET A0.00.

SITE LEGEND:

APPROXIMATE LOCATIONS OF EXISTING 'MAJOR' SITE TREES.

LIMITS OF PROPOSED WORK, REFER TO SHEET A0.00 PROJECT DESCRIPTION AND SCOPE.

BUILDING LEGEND:

EXISTING DISTRICT OFFICE BUILDING - NOT IN SCOPE

EXISTING WAREHOUSE BUILDING - PROJECT BASE SCOPE

EXISTING AUTO SHOP BUILDING - NOT IN SCOPE

EXISTING HEAVY EQUIPMENT SHOP/TIRE SHOP BUILDING - NOT IN SCOPE

EXISTING FIRE CACHE AND CREW QUARTERS BUILDING - PROJECT BASE SCOPE

EXISTING LOWER BAYS BUILDING - NOT IN SCOPE

EXISTING AREA OFFICE BUILDING - NOT IN SCOPE

EXISTING "MORGUE" (TEMPORARY CHEMICAL STORAGE) - NOT IN SCOPE

EXISTING HOUSE 4 - NOT IN SCOPE

EXISTING TREE COOLER - NOT IN SCOPE

A

B

C

D

E

F

G

N

GALES CREEK ROAD

WATERCREST ROAD

BU

TT

E

D R

IV

E

VISTA D

R

IVE

MEADOW VIEW DRIVE

K N

O X

ID

G

T

R R

A C

E

ROXE DRIVE

S

TR

A S

S B

U

G

D

IV

E

INDIGO WAY

SKY LANE

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT

(N.I.C.)

ADJACENT

LOT 4100

(N.I.C.)

ADJACENT

LOTS

(N.I.C.)

ADJACENT

LOTS

(N.I.C.)

ADJACENT

LOTS

(N.I.C.)

ADJACENT

LOTS

(N.I.C.)

CORRESPONDING

LOT 4300 4.30 AC.

(N.I.C.)

302.42' M/L

300.00'

8.

M /L

0.

5.

ADJACENT

LOT 4201

(N.I.C.)

GENERAL SITE NOTES:

1. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS TO BETTER UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY

WORK AND NOTIFY FORENSIC OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS.

2. SITE PLAN ARE CREATED USING INFORMATION REPRODUCED FROM BASE DRAWINGS ACQUIRED FROM PUBLIC RECORD, AND/OR PREPARED BY ORIGINAL/PREVIOUS ARCHITECT, DESIGNER, AND/OR CONSULTANT. BRING ANY DISCREPANCIES BETWEEN DESIGN DOCUMENTS AND ACTUAL PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE BUILDING ENCLOSURE CONSULTANT AND

REQUEST A REVIEW.

3. BUILDINGS OR AREAS DESIGNATED AS NOT IN CONTRACT (N.I.C.) ARE OUTSIDE OF THE LIMITS AND SCOPE OF THE PROPOSED WORK.

N.I.C. BUILDINGS MAY BE ANCILLARY OR NOT BE DIRECTLY ASSOCIATED WITH THE PROJECT PROPERTY AT ALL. N.I.C. DESIGNATED BUILDINGS AND AREAS ARE INCLUDED FOR SITUATIONAL REFERENCE TO THE BOUNDARIES OF THE PROJECT ONLY.

4. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE PROJECT MANUAL AS BEING N.I.C. OR EXISTING, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF THE SAME ARE PART OF THE CONTRACT DEFINED BY THESE DRAWINGS AND

SPECIFICATIONS.

5. AT EXISTING EXTERIOR BUILDING WALL ASSEMBLIES, THE CONTRACTOR IS TO VERIFY AND MAINTAIN, OR REPLACE EXISTING ASSEMBLIES AS NECESSARY TO MEET RATED WALL REQUIREMENTS. OVERSIGHT REQUIRED BY A LICENSED STRUCTURAL ENGINEER TO BE PROVIDED FOR FRAMING AND SHEATHING INCLUDING RATED WALL ASSEMBLIES WHERE REPAIR WORK IS IDENTIFIED DURING CONSTRUCTION. PROVIDE ENGINEERED DRAWINGS SHOWING EXTENT, DETAILS, AND CALCULATIONS TO THE AUTHORITY HAVING

JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO REMEDIATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTING AS

REQUIRED BY THE CONTRACT DOCUMENTS OR ANY GOVERNMENT AGENCY.

7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL HOURS.

8. SHOULD ANY CONCRETE REQUIRE PATCHING ADJACENT TO IN SCOPE BUILDINGS, IT SHALL BE OF THE SAME SECTION AND DRAINAGE

PROFILE AS THE ADJACENT PAVED AREAS.

9. REFER TO UTILITY PENETRATION DETAILS AND TO SERVICE PROVIDER FOR COORDINATION OF MOUNTING BLOCK INSTALL, JUNCTION BOX LOCATIONS, AND CONDUIT ROUTING. THE CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE EXISTING SERVICE

PROVIDER TO SCHEDULED INSTALLED COMPONENTS.

10. OWNER SHALL COORDINATE TRIMMING BACK OF LANDSCAPING AND TREES AS REQUIRED TO ALLOW ACCESS OF EXTERIOR

CLADDINGS AT THE EXISTING BUILDINGS WITHIN THE PROJECT SCOPE.

11. WHERE EXISTING GRADE ENCROACHES ON THE CLADDING, THE FINISH GRADE SHALL BE MODIFIED AND CORRECTED PER THE DESIGN DOCUMENT DETAILS AND ASSOCIATED CIVIL SCOPE FOR ALL BUILDINGS ON THE PROPERTY. IF A 6" MINIMUM DISTANCE IS NOT REASONABLY ATTAINABLE, FINISH GRADE AT THE BASE OF WALL SHALL BE MODIFIED AND RE-SLOPED AWAY FROM THE BUILDING (AT A 10-15 DEGREE SLOPE) SO AS THE BEST POSSIBLE CLEARANCE IS ACHIEVED. ADDITIONALLY, THE INCLUSION OF A CONTINUOUS 12" WIDE BY 12" DEEP GRAVEL FILLED FURROW SHALL BE INSTALLED 18" - 24" FROM THE BASE OF WALL RUNNING THE LENGTH OF THE NON-CONFORMING AREA. NOTE: GRAVEL SHALL EITHER BE 3/4" ROUND OR 3/4" MINUS CLEAN OPEN FACE CRUSHED ROCK.

A

B

E

C

D

F

G

± 28'-6"±

'-0

± 35'-4"

'-0

H

I

J

J

I

H

801 Gales Creek Rd., Forest Grove, OR 97116

(LOT 4400 5.05 AC.)

A1.00

SITE PLAN

08.04.2025

SHEET NAME

REVISIONS

ISSUE

REV. DATE

PROJECT NAME

CLIENT

PROJECT NUMBER

SHEET NUMBER

15 82nd Drive, Suite 10 Gladstone, OR 97027

TEL: 503.772.1114

FAX: 503.772.4039

www.forensicbuilding.com info@forensicbuilding.com

COPYRIGHT ©2025 FORENSIC

BUILDING CONSULTANTS

All Rights Reserved

PRINT ALL DETAILS IN

COLOR AT 24x36

OR CCB# 155496

WA FORENW C94308

UT #8334529-5501

(RE) 25-095

Permit Issue Set

O re go n

D ep ar tm en t o f F or es try

Fo re st G ro ve

W ar eh ou se a nd F ire C ac he

C la dd in g an d W in do w R ep la ce m en t (

P O

-6

-0

7)

O re go n

De pa rtm en t o f F or es try

S ta te

S tre et , B ui ld in g

F, S al em

, O R

G al es C re ek

R d.

, F or es t G ro ve

, O R

EXISTING CONCRETE FOUNDATION WALLS, ENTRY PORCHES, AND WALKWAYS TO REMAIN, REFER TO BASE OF WALL DETAILS FOR

INTEGRATION OF WRB AND FLASHING PROVISIONS.

ELEVATION KEYNOTES:

EXISTING CEDAR LAP SIDING AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PLANK LAP CLADDING AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT

HORIZONTAL TERMINATIONS, REFER TO WALL DETAILS AND PROJECT MANUAL.

REMOVE, LEGALLY DISPOSE OF, AND REPLACE 100% OF EXISTING GUTTER AND DOWNSPOUT ASSEMBLIES AT EXISTING LOCATIONS, REFER TO PROJECT DESIGN DOCUMENTS AND PROJECT MANUAL.

IDENTIFIED LOCATION OF EXISTING UTILITY SERVICE CONNECTIONS. REFER TO WALL DETAILS.

1 WAREHOUSE BUILDING 'B' FRONT ELEVATION

1/4" = 1'-0" ORIENTED FACING EAST

mhg

2 WAREHOUSE BUILDING 'B' SIDE ELEVATION

1/4" = 1'-0" ORIENTED FACING SOUTH

mhg

ELEVATION NOTES:

1. ELEVATIONS ARE PRODUCED USING INFORMATION ACQUIRED FROM PUBLIC RECORD, LIMITED SITE OBSERVATIONS, OWNER FURBISHED DATA, AND/OR DOCUMENTS PREPARED BY ORIGINAL/PREVIOUS ARCHITECT, DESIGNER, AND/OR CONSULTANT. BRING ANY DISCREPANCIES BETWEEN DESIGN DOCUMENTS AND ACTUAL PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE BUILDING ENCLOSURE CONSULTANT AND REQUEST A REVIEW. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO NOTICE TO PROCEED FROM OWNER, PRODUCT OR MATERIALS TAKE-OFFS, PRODUCT OR MATERIALS PROCUREMENT, OR FABRICATOR SHOP-DRAWING PRODUCTIONS.

2. COORDINATE DEMOLITION WITH EXTERIOR CLADDING AND WINDOW REPLACEMENT PER THE DESIGN DOCUMENTS.

PERFORM SELECTIVE AND LIMITED DEMOLITION OF EXISTING EXTERIOR SHEATHING AND ROOFING AS REQUIRED.

3. VERIFY CLEARANCE REQUIREMENTS AND MATCH ASSEMBLY OF EXISTING FIRE RATED WALLS AND ROOF

SYSTEMS WHERE REPAIRED DURING THE COURSE OF REQUIRED WORK.

4. REPLACE EXTERIOR PLYWOOD AND GYPSUM WALLBOARD SHEATHING AS NECESSARY TO PERFORM REQUIRED WORK AND AS NECESSARY TO CHASE DAMAGE TO EXTINCTION. PATCH, REPAIR, AND MATCH

PLANE OF EXISTING ADJACENT SURFACES.

NOT USED

EXISTING ROLL-UP DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO REMAIN IN PLACE WITH R.O. TRIM AND WEATHER BARRIER COMPONENTS TO BE REMOVED A ND REPLACED. INSTALL RELATED SAM WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED SEALANT JOINTS AT FIBER CEMENT TRIM ALONG DOOR JAMBS.

REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

11 EXISTING "BARN-STYLE" DOOR UNIT TO REMAIN. DEPENDING ON ATTACHMENT, EITHER PROTECT IN PLACE OR REMOVE, SAFELY STORE, AND REINSTALL. EXISTING ADJACENT TRIM AND CONCEALED R.O. COMPONENTS TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL R.O. SAM WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS. INSTALL SCHEDULED SEALANT JOINTS AND FIBER CEMENT TRIM ALONG DOOR PERIMETERS. SILL PAN, SILL FLASHING, AND THRESHOLD TO BE OMITTED AT THIS DOOR LOCATION. INSTALL APPROPRIATE WEATHER STRIPPING DOOR SILL SEAL. EXISTING LATCH AND LOCK SET TO BE REMOVED AND REPLACED WITH NEW HEAVY DUTY HARDWARE, COORDINATE WITH OWNER. REFER TO WALL OPENING DETAILS AND PROJECT MANUAL.

EXISTING WINDOW UNITS, INCLUDING ADJACENT TRIM (AS OCCURS) AND CONCEALED COMPONENTS TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FLANGED VINYL WINDOW UNIT, INCLUDING RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG 100% OF WINDOW PERIMETERS. REFER TO WALL OPENING DETAILS AND PROJECT MANUAL.

EXISTING ENTRY SWING DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO BE REMOVED, SAFELY STORED, AND REINSTALLED. REINSTALL DOOR UNITS WITH RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD AND SILL PAN FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG DOOR HEAD AND JAMB PERIMETERS. REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

EXISTING VERTICAL CEDAR PANEL SIDING, BATTENS, AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PANEL CLADDING, BATTENS, AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT HORIZONTAL TERMINATIONS, MATCH EXISTING BATTEN LOCATIONS. REFER TO WALL DETAILS AND PROJECT

MANUAL.

ANTENNA/METEORLOGICAL EQUIPMENT ATTACHMENT, REFER TO DETAIL 6/A3.05.15

NOT USED.

EXISTING COMPOSITION ASPHALT SHINGLE ROOFING TO REMAIN, REMOVE AND REPLACE AS NECESSARY TO PERFORM

REQUIRED ROOF TO DORMER AND DIVERTER FLASHING INTEGRATION

EXISTING CORRUGATED METAL WINDOW AWNING TO BE REMOVED AND DISPOSED OF.16

EXISTING STRUCTURAL WOOD POSTS AT ENTRY ROOF OVERHANGS TO REMAIN IN PLACE.17

EXISTING BUILDING LIGHTING FIXTURES TO BE REMOVED, SAFELY STORED, AND REINSTALLED ON DETAILED MOUNTING

BLOCKS PER DEIGN PACKAGE.

EXISTING BUILDING SIGNAGE PACKARD TO BE REMOVED, SAFELY STORED, AND REINSTALLED ON OVERSIZED MOUNTING

BLOCKS PER DEIGN PACKAGE.

NOT USED.12

NOT USED.8

TYP.1

TYP.1

TYP.2

TYP.2

TYP.3

TYP.3

TYP.3

TYP.4

TYP.4

TYP.5TYP.5

TYP. 5

TYP. 4

TYP.7

TYP.7

TYP.7

TYP.9

TYP.17

TYP.17

TYP.17

18TYP.

A3.01

A3.01

A3.01

A3.01

A3.01

A3.02

A3.02

A3.02

A3.02

A3.02

A3.02

TYP.

TYP.

TYP.

TYP.

TYP.

A3.03

A3.03

LOCATION OF EXISTING

CONCRETE RAMP

INSTALL 'NEW' 1 1/2" O.D. GALV. TUBE STEEL HANDRAIL

MOUNT @ +3'-0" ABOVE RAMP SURFACE AND EXTEND

12" BEYOND TOP AND BOTTOM TRANSITION

A3.04

A3.05

A3.05

A3.05

A3.05

A3.05

A3.05

A4.02

A4.02

A4.01 TYP.

TYP.

TYP.

A4.02

A4.02

A4.01 TYP.

TYP.

TYP.

A4.03

A4.03

TYP.

A4.03

LOCATION OF EXISTING

CONCRETE LOADING PLATFORM

LOCATION OF

EXISTING

CONCRETE

STAIRS

LOCATION OF EXISTING

CONCRETE LOADING PLATFORM

LOCATION OF EXISTING

CONCRETE STAIRS

OPERABLE WINDOW LOCATIONS NOTE:

ALL REPLACEMENT FIRST FLOOR AND SECOND FLOOR WINDOW UNITS SHALL HAVE OPERABLE MECHANISMS MATCHING INTENDED ORIGINAL WINDOW FUNCTIONS AND INCLUDE BLACK ALUMINUM MESH REMOVABLE SCREENS. THE EXCEPTION SHALL BE THE SECOND FLOOR WEST AND EAST (FRONT AND REAR) ELEVATION AT BUILDING 'A' WINDOWS LOCATED IN THE DORMERS, WHICH SHALL BE NON-SCREENED INOPERABLE UNITS.

A2.01

BUILDING

ELEVATIONS

08.04.2025

SHEET NAME

REVISIONS

ISSUE

REV. DATE

PROJECT NAME

CLIENT

PROJECT NUMBER

SHEET NUMBER

15 82nd Drive, Suite 10 Gladstone, OR 97027

TEL: 503.772.1114

FAX: 503.772.4039

www.forensicbuilding.com info@forensicbuilding.com

COPYRIGHT ©2025 FORENSIC

BUILDING CONSULTANTS

All Rights Reserved

PRINT ALL DETAILS IN

COLOR AT 24x36

OR CCB# 155496

WA FORENW C94308

UT #8334529-5501

(RE) 25-095

Permit Issue Set

O re go n

D ep ar tm en t o f F or es try

Fo re st G ro ve

W ar eh ou se a nd F ire C ac he

C la dd in g an d W in do w R ep la ce m en t (

P O

-6

-0

7)

O re go n

De pa rtm en t o f F or es try

S ta te

S tre et , B ui ld in g

F, S al em

, O R

G al es C re ek

R d.

, F or es t G ro ve

, O R

2 WAREHOUSE BUILDING 'B' SIDE ELEVATION

1/4" = 1'-0" ORIENTED FACING NORTH

mhg

1 WAREHOUSE BUILDING 'B' REAR ELEVATION

1/4" = 1'-0" ORIENTED FACING WEST

mhg

EXISTING CONCRETE FOUNDATION WALLS, ENTRY PORCHES, AND WALKWAYS TO REMAIN, REFER TO BASE OF WALL DETAILS FOR

INTEGRATION OF WRB AND FLASHING PROVISIONS.

ELEVATION KEYNOTES:

EXISTING CEDAR LAP SIDING AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PLANK LAP CLADDING AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT

HORIZONTAL TERMINATIONS, REFER TO WALL DETAILS AND PROJECT MANUAL.

REMOVE, LEGALLY DISPOSE OF, AND REPLACE 100% OF EXISTING GUTTER AND DOWNSPOUT ASSEMBLIES AT EXISTING LOCATIONS, REFER TO PROJECT DESIGN DOCUMENTS AND PROJECT MANUAL.

IDENTIFIED LOCATION OF EXISTING UTILITY SERVICE CONNECTIONS. REFER TO WALL DETAILS.

ELEVATION NOTES:

1. ELEVATIONS ARE PRODUCED USING INFORMATION ACQUIRED FROM PUBLIC RECORD, LIMITED SITE OBSERVATIONS, OWNER FURBISHED DATA, AND/OR DOCUMENTS PREPARED BY ORIGINAL/PREVIOUS ARCHITECT, DESIGNER, AND/OR CONSULTANT. BRING ANY DISCREPANCIES BETWEEN DESIGN DOCUMENTS AND ACTUAL PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE BUILDING ENCLOSURE CONSULTANT AND REQUEST A REVIEW. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO NOTICE TO PROCEED FROM OWNER, PRODUCT OR MATERIALS TAKE-OFFS, PRODUCT OR MATERIALS PROCUREMENT, OR FABRICATOR SHOP-DRAWING PRODUCTIONS.

2. COORDINATE DEMOLITION WITH EXTERIOR CLADDING AND WINDOW REPLACEMENT PER THE DESIGN DOCUMENTS.

PERFORM SELECTIVE AND LIMITED DEMOLITION OF EXISTING EXTERIOR SHEATHING AND ROOFING AS REQUIRED.

3. VERIFY CLEARANCE REQUIREMENTS AND MATCH ASSEMBLY OF EXISTING FIRE RATED WALLS AND ROOF

SYSTEMS WHERE REPAIRED DURING THE COURSE OF REQUIRED WORK.

4. REPLACE EXTERIOR PLYWOOD AND GYPSUM WALLBOARD SHEATHING AS NECESSARY TO PERFORM REQUIRED WORK AND AS NECESSARY TO CHASE DAMAGE TO EXTINCTION. PATCH, REPAIR, AND MATCH

PLANE OF EXISTING ADJACENT SURFACES.

ELECTRICAL SERVICE MAST ROOF PENETRATION TO REMAIN. DISCONNECT FROM METER BASE AS REQUIRED FOR

REQUIRED CLADDING AND TRIM WORK

EXISTING ROLL-UP DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO REMAIN IN PLACE WITH R.O. TRIM AND WEATHER BARRIER COMPONENTS TO BE REMOVED A ND REPLACED. INSTALL RELATED SAM WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED SEALANT JOINTS AT FIBER CEMENT TRIM ALONG DOOR JAMBS.

REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

11 NOT USED.

EXISTING WINDOW UNITS, INCLUDING ADJACENT TRIM (AS OCCURS) AND CONCEALED COMPONENTS TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FLANGED VINYL WINDOW UNIT, INCLUDING RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG 100% OF WINDOW PERIMETERS. REFER TO WALL OPENING DETAILS AND PROJECT MANUAL.

EXISTING NORTH ELEVATION ENTRY SWING DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO BE REMOVED, DISPOSED OF, AND REPLACED. INSTALL SCHEDULED SOLID CORE DOOR UNIT WITH RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD AND SILL PAN FLASHING, AND RELATED CONCEALED COMPONENTS. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG DOOR HEAD AND JAMB PERIMETERS. REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

EXISTING VERTICAL CEDAR PANEL SIDING, BATTENS, AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PANEL CLADDING, BATTENS, AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT HORIZONTAL TERMINATIONS, MATCH EXISTING BATTEN LOCATIONS. REFER TO WALL DETAILS AND PROJECT

MANUAL.

NOT USED.15

NOT USED.

EXISTING COMPOSITION ASPHALT SHINGLE ROOFING TO REMAIN, REMOVE AND REPLACE AS NECESSARY TO PERFORM

REQUIRED ROOF TO DORMER AND DIVERTER FLASHING INTEGRATION

NOT USED.16

EXISTING STRUCTURAL WOOD POSTS AT ENTRY ROOF OVERHANGS TO REMAIN IN PLACE.17

EXISTING BUILDING LIGHTING FIXTURES TO BE REMOVED, SAFELY STORED, AND REINSTALLED ON DETAILED MOUNTING

BLOCKS PER DEIGN PACKAGE.

NOT USED.12

NOT USED.8

EXISTING BUILDING SIGNAGE PACKARD TO BE REMOVED, SAFELY STORED, AND REINSTALLED ON OVERSIZED MOUNTING

BLOCKS PER DEIGN PACKAGE.

TYP.1

TYP.1

TYP.2

TYP.2

TYP.3

TYP.3

TYP.4

TYP.4

TYP. 4

TYP.4

TYP. 5

TYP.7

TYP.7

TYP.7

TYP.7

TYP.9

TYP. 17

TYP.17

A3.01

A3.01

A3.01

A3.01

A3.01

A3.01

A3.01

A3.02 TYP.

A3.02

TYP.

A3.02 TYP.

A3.04

A3.05

A3.05

A3.05

A3.05

A3.05

A4.02

A4.02

A4.01 TYP.

TYP.

TYP.

A4.02

A4.02

A4.01 TYP.

TYP.

TYP.

A4.02

LOCATION OF EXISTING

CONCRETE RAMP

OPERABLE WINDOW LOCATIONS NOTE:

ALL REPLACEMENT FIRST FLOOR AND SECOND FLOOR WINDOW UNITS SHALL HAVE OPERABLE MECHANISMS MATCHING INTENDED ORIGINAL WINDOW FUNCTIONS AND INCLUDE BLACK ALUMINUM MESH REMOVABLE SCREENS. THE EXCEPTION SHALL BE THE SECOND FLOOR WEST AND EAST (FRONT AND REAR) ELEVATION AT BUILDING 'A' WINDOWS LOCATED IN THE DORMERS, WHICH SHALL BE NON-SCREENED INOPERABLE UNITS.

TYP.3

A2.02

BUILDING

ELEVATIONS

08.04.2025

SHEET NAME

REVISIONS

ISSUE

REV. DATE

PROJECT NAME

CLIENT

PROJECT NUMBER

SHEET NUMBER

15 82nd Drive, Suite 10 Gladstone, OR 97027

TEL: 503.772.1114

FAX: 503.772.4039

www.forensicbuilding.com info@forensicbuilding.com

COPYRIGHT ©2025 FORENSIC

BUILDING CONSULTANTS

All Rights Reserved

PRINT ALL DETAILS IN

COLOR AT 24x36

OR CCB# 155496

WA FORENW C94308

UT #8334529-5501

(RE) 25-095

Permit Issue Set

O re go n

D ep ar tm en t o f F or es try

Fo re st G ro ve

W ar eh ou se a nd F ire C ac he

C la dd in g an d W in do w R ep la ce m en t (

P O

-6

-0

7)

O re go n

De pa rtm en t o f F or es try

S ta te

S tre et , B ui ld in g

F, S al em

, O R

G al es C re ek

R d.

, F or es t G ro ve

, O R

1 FIRE CACHE BUILDING 'E' FRONT ELEVATION

1/4" = 1'-0" ORIENTED FACING SOUTH

mhg

2 FIRE CACHE BUILDING 'E' SIDE ELEVATION

1/4" = 1'-0" ORIENTED FACING WEST

mhg

EXISTING CONCRETE FOUNDATION WALLS, ENTRY PORCHES, AND WALKWAYS TO REMAIN, REFER TO BASE OF WALL DETAILS FOR

INTEGRATION OF WRB AND FLASHING PROVISIONS.

ELEVATION KEYNOTES:

EXISTING CEDAR LAP SIDING AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PLANK LAP CLADDING AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT

HORIZONTAL TERMINATIONS, REFER TO WALL DETAILS AND PROJECT MANUAL.

REMOVE, LEGALLY DISPOSE OF, AND REPLACE 100% OF EXISTING GUTTER AND DOWNSPOUT ASSEMBLIES AT EXISTING LOCATIONS, REFER TO PROJECT DESIGN DOCUMENTS AND PROJECT MANUAL.

IDENTIFIED LOCATION OF EXISTING UTILITY SERVICE CONNECTIONS. REFER TO WALL DETAILS.

ELEVATION NOTES:

1. ELEVATIONS ARE PRODUCED USING INFORMATION ACQUIRED FROM PUBLIC RECORD, LIMITED SITE OBSERVATIONS, OWNER FURBISHED DATA, AND/OR DOCUMENTS PREPARED BY ORIGINAL/PREVIOUS ARCHITECT, DESIGNER, AND/OR CONSULTANT. BRING ANY DISCREPANCIES BETWEEN DESIGN DOCUMENTS AND ACTUAL PROJECT CONDITIONS TO THE IMMEDIATE ATTENTION OF THE BUILDING ENCLOSURE CONSULTANT AND REQUEST A REVIEW. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO NOTICE TO PROCEED FROM OWNER, PRODUCT OR MATERIALS TAKE-OFFS, PRODUCT OR MATERIALS PROCUREMENT, OR FABRICATOR SHOP-DRAWING PRODUCTIONS.

2. COORDINATE DEMOLITION WITH EXTERIOR CLADDING AND WINDOW REPLACEMENT PER THE DESIGN DOCUMENTS.

PERFORM SELECTIVE AND LIMITED DEMOLITION OF EXISTING EXTERIOR SHEATHING AND ROOFING AS REQUIRED.

3. VERIFY CLEARANCE REQUIREMENTS AND MATCH ASSEMBLY OF EXISTING FIRE RATED WALLS AND ROOF

SYSTEMS WHERE REPAIRED DURING THE COURSE OF REQUIRED WORK.

4. REPLACE EXTERIOR PLYWOOD AND GYPSUM WALLBOARD SHEATHING AS NECESSARY TO PERFORM REQUIRED WORK AND AS NECESSARY TO CHASE DAMAGE TO EXTINCTION. PATCH, REPAIR, AND MATCH

PLANE OF EXISTING ADJACENT SURFACES.

NOT USED.

EXISTING ROLL-UP DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO REMAIN IN PLACE WITH R.O. TRIM AND WEATHER BARRIER COMPONENTS TO BE REMOVED A ND REPLACED. INSTALL RELATED SAM WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED SEALANT JOINTS AT FIBER CEMENT TRIM ALONG DOOR JAMBS.

REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

11 NOT USED.

EXISTING WINDOW UNITS, INCLUDING ADJACENT TRIM (AS OCCURS) AND CONCEALED COMPONENTS TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FLANGED VINYL WINDOW UNIT, INCLUDING RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG 100% OF WINDOW PERIMETERS. REFER TO WALL OPENING DETAILS AND PROJECT MANUAL.

EXISTING ENTRY SWING DOOR UNITS, INCLUDING ADJACENT TRIM AND CONCEALED COMPONENTS TO BE REMOVED, SAFELY STORED, AND REINSTALLED. REINSTALL DOOR UNITS WITH RELATED SAM PRE AND POST WRAP FLASHING, METAL HEAD AND SILL PAN FLASHING, AND RELATED CONCEALED COMPONENTS, TYPICAL. INSTALL SCHEDULED DYNAMIC SEALANT JOINTS AND FIBER CEMENT TRIM ALONG DOOR HEAD AND JAMB PERIMETERS. REFER TO WALL OPENING DETAILS, AND PROJECT MANUAL.

EXISTING VERTICAL CEDAR PANEL SIDING, BATTENS, AND TRIM TO BE REMOVED AND LEGALLY DISPOSED OF. INSTALL SCHEDULED REPLACEMENT FIBER CEMENT PANEL CLADDING, BATTENS, AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT HORIZONTAL TERMINATIONS, MATCH EXISTING BATTEN LOCATIONS. REFER TO WALL DETAILS AND PROJECT

MANUAL.

NOT USED.15

WHERE SINGLE-WALL CONSTRUCTION OCCURS AT EXISTING T1-11 AND CEDAR PANELS, IF DEEMED APPROPRIATE, PANELS MAY BE USED AS WALL SHEATHING. WHERE INSUFFICIENT OR DAMAGED, REMOVE AND LEGALLY DISPOSED OF FOR INFILL AND/OR INSTALL 'NEW' CDX PLYWOOD SHEATHING. INSTALLED EXTERIOR SIDING SHALL CONSIST OF SCHEDULED FIBER CEMENT PLANK LAP CLADDING AND TRIM INSTALLED OVER PRESSURE TREATED FURRING STRIPS WITH INSECT SCREENS AT HORIZONTAL TERMINATIONS. REFER TO WALL

DETAILS AND PROJECT MANUAL.

EXISTING COMPOSITION ASPHALT SHINGLE ROOFING TO REMAIN, REMOVE AND REPLACE AS NECESSARY TO PERFORM

REQUIRED ROOF TO DORMER AND DIVERTER FLASHING INTEGRATION

NOT USED.16

EXISTING STRUCTURAL WOOD POSTS AT ENTRY ROOF OVERHANGS TO REMAIN IN PLACE.17

EXISTING BUILDING LIGHTING FIXTURES TO BE REMOVED, SAFELY STORED, AND REINSTALLED ON DETAILED MOUNTING

BLOCKS PER DEIGN PACKAGE.

NOT USED.12

NOT USED.8

EXISTING BUILDING SIGNAGE…