17624 PLANS.pdf

24499 SW GRAHAMS FERRY RD

WILSONVILLE, OR 97070

COFFEE CREEK

CORRECTIONAL

FACILITY

2026.0028

JULY 24, 2026

ARCHITECTURE

C O M M U N I T Y 1100 Liberty Street SE Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

WATER INTRUSION

CJA

A1.1

CODE ANALYSIS

DESIGN TEAM

COFFEE CREEK

24499 SW GRAHAMS FERRY RD

WILSONVILLE, OREGON 97070

CORRECTIONAL

VICINITY MAP

PROJECT

FACILITY

WATER INTRUSION

GENERAL

COFFEE CREEK CORRECTIONAL FACILITY: WATER INTRUSION

PROJECT NUMBER: 2026.0028

STATE OF OREGON 2025 STRUCTURAL SPECIALTY CODE, AMENDMENTS BASED ON 2024 IBC

PRINCIPAL ARCHITECT: BLAKE BURAL, AIA

PROJECT DESCRIPTION: THE SEALING AND CORRECTION OF WATER INTRUSION THROUGH THE EXISTING WINDOW SYSTEM

USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)

I-3 OCCUPANCY PRISON SECT. 308.4

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)

CONSTRUCTION TYPE: II-A, SPRINKLERED

EXISTING HEIGHT: ~25'-0" TABLE 504.3

EXISTING NUMBER OF STORIES: 2 STORIES TABLE 504.4

EXISTING AREA: 296,000 SF TABLE 506.2

SHEET INDEX

ARCHITECTURAL

A1.1 COVER SHEET AND SITE PLANS - OVERALL & ENLARGED

A1.2 ENLARGED COURTYARD PLANS

A3.1 TYPICAL EXTERIOR ELEVATION, WALL SECTION & DETAILS

A3.2 DETAILS

bbural@accoac.com

CONTACT: BLAKE BURAL, AIA

PH. 503-581-4114

SALEM, OREGON 97302

1100 LIBERTY STREET SE, SUITE 200

AC + CO ARCHITECTURE | COMMUNITY

ARCHITECTOWNER

STATE OF OREGON CORRECTIONS

3601 STATE ST

SALEM, OREGON 97310

CONTACT: STEVEN SALDANA

steven.r.saldana@DOC.oregon.gov

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF

EXISTING CONCRETE UNLESS NOTED OTHERWISE.

3. DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND INTENDED FOR

ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY ALL DIMENSIONS PRIOR TO ACTUAL CONSTRUCTION. NOTIFY ARCHITECT

IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO

PROCEEDING WITH AREA OF WORK IN QUESTION.

4. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.

5. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER

QUANTITY OF THE WORK.

6. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS;

NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR

MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF

CONTRACT DOCUMENTS.

SCALE:

KEY PLAN

N.T.S.

SCALE:2

TYPICAL COURTYARD PLAN

1" = 20'-0"

REFERENCE NOTES:

A3.1

A3.1OPP

SCALE:1

PARTIAL SITE PLAN

1" = 50'-0"

EXISTING

BUILDING

RESIDENT

UNIT G

A1.1 TYP

A1.2

A1.1 TYP

A1.2

SYMBOL LEGEND:

SD EXISTING UNDERGROUND STORM DRAIN LINE TO REMAIN

EXISTING CATCH BASING TO REMAIN

EXISTING STORM DRAIN MANHOLE TO REMAIN

CB

(E)

SDMH

(E)

CB

(E)

CB

(E)

SDMH (E)

RIM: 233.50'

INV: 225.66'

AREA

OF WORK

EXISTING ASPHALT PAVING TO REMAIN

EXISTING CONCRETE PAVING TO REMAIN, U.O.N.

EXISTING LANDSCAPED AREA TO REMAIN

EXISTING BASKETBALL COURT TO REMAIN

EXISTING PICNIC TABLE AREA TO REMAIN

EXISTING CHAIN-LINK SECURITY FENCE TO REMAIN

UNIT RATES

BACKER ROD AND SEALANT

REMOVE EXISTING BACKER ROD AND SEALANT, PREP, AND INSTALL NEW: $_______________ PER LINEAR FOOT

RESIDENT

UNIT H

RESIDENT

UNIT J

RESIDENT

UNIT K

RESIDENT

UNIT D

RESIDENT

UNIT B

RESIDENT

UNIT C

RESIDENT

UNIT A

SDMH (E)

RIM: 233.50'

INV: 230.00'

SDMH (E)

RIM: 233.50'

INV: 227.44'

10" SD INV:230.50'

TYP. ALL SD TERMINATIONS

AT COURTYARDS

10" SD INV:230.50'

TYP. ALL SD TERMINATIONS

AT COURTYARDS

SDMH

(E)

10" SD

INV: 230.50'

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

EXISTING

BUILDING

FFE: 234.00'

10" SD

INV: 230.50'

EXISTING ROOF DRAIN TO REMAIN

RD

(E)

RD

(E)

RD

(E)

A3.1

FIELD QUALITY CONTROL: TESTING / MOCKUP

A. TESTING TO BE DONE BY AN AAMA ACCREDITED TESTING LAB

PROVIDED BY THE CONTRACTOR.

1. TEST WINDOW AND FLASHING UNIT FOR WATER LEAKAGE WITH THE

CONTRACTOR, ARCHITECT, AND OWNER PRESENT. FOR MOCK-UP, TEST A

MINIMUM OF ONE UNIT LOCATION, LOCATIONS WILL BE DETERMINED BY

ARCHITECT.

A. REGIME TEST DATES TO BE DETERMINED BY ARCHITECT IN COORDINATION

WITH CONTRACTOR.

B. TEST AREA SHALL EXTEND BEYOND PERIMETER OF GLAZING FRAME TO

INCLUDE ADJACENT MATERIALS, FLASHINGS, AND SEALANTS.

C. WATER LEAKAGE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH

ATSM E1105, PROCEDURE A AND AAMA 503-14, UNIFORM PRESSURE

DIFFERENCE.

D. FIELD TEST PRESSURE EQUIVALENT TO LABORATORY PRESSURE, NO

REDUCTION, A FIELD TEST IS DETERMINED AS ANY WATER OUTSIDE OF

THE DRAINABLE AREA OF THE SYSTEM. A FAILED TEST WILL RESULT IN A

RESET OF THE FAILED SYSTEM.

B. WATER PENETRATION RESISTANCE ON MANUFACTURED ASSEMBLY: NO

UNCONTROLLED WATER ON INTERIOR FACE, WHEN TESTED IN ACCORDANCE

WITH ATSM E331 AT PRESSURE DIFFERENTIAL OF 8 PSF. NO REDUCTION SHALL BE

TAKEN IN TEST PRESSURES FOR FIELD INSTALLATIONS. WATER PENETRATION IS

DEFINED AS ANY WATER INFILTRATING THE SYSTEM OR APPEARING ON ANY

INTERIOR SURFACE FROM SOURCES OTHER THAN CONDENSATION. WATER

CONTROLLED BY FLASHING AND GUTTER THAT IS DRAINED TO THE EXTERIOR

AND CANNOT DAMAGE ADJACENT MATERIALS IS NOT CONSIDERED WATER

LEAKAGE.

C. IF UNIT(S) FAIL TESTING, CORRECT ASSEMBLY OF FAILED UNIT AND ANY OTHER

FAILED UNIT WITH THE SAME TEST(S) UNTIL WINDOW ASSEMBLY ACHIEVES A

"PASS" RESULT FROM TESTING.

1. PROCEDURE WILL BE REPEATED UNTIL ALL TEST AREAS PASS.

2. ADDITIONAL TESTING FROM FAILED RESULTS SHALL BE CONDUCTED AT NO

EXTRA COST TO THE OWNER.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text O

AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

BLAKE BURAL

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

CJA

A1.2

24499 SW GRAHAMS FERRY RD

WILSONVILLE, OR 97070

COFFEE CREEK

CORRECTIONAL

FACILITY

2026.0028

JULY 24, 2026

ARCHITECTURE

C O M M U N I T Y 1100 Liberty Street SE Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

WATER INTRUSION

SCALE:1

COURTYARD K-J PLAN

1" = 20'-0"

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF

EXISTING CONCRETE UNLESS NOTED OTHERWISE.

3. DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND INTENDED FOR

ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY ALL DIMENSIONS PRIOR TO ACTUAL CONSTRUCTION. NOTIFY ARCHITECT

IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO

PROCEEDING WITH AREA OF WORK IN QUESTION.

4. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.

5. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER

QUANTITY OF THE WORK.

6. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS;

NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR

MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF

CONTRACT DOCUMENTS.

REFERENCE NOTES:

EXISTING CONCRETE PANELS TO REMAIN

EXISTING CONCRETE PANELS TO BE REMOVED AND REPLACED. REPLACE BACK TO

THE NEAREST EXISTING JOINT OR AS DIMENSIONED. NEW CONCRETE TO BE 4" THICK

OVER 6" OF 3 4"-0 CRUSHED ROCK. 2% CROSS SLOPE MAXIMUM IN ANY DIRECTION

AREAS OF EXISTING LANDSCAPING TO BE REMOVED TO ALLOW FOR NEW

STORM DRAIN CONNECTION. PATCH AND REPAIR AS REQUIRED UPON

COMPLETION OF NEW WORK.

NEW EXTERIOR TRENCH DRAIN, CONNECT TO EXISTING STORM DRAIN

EXISTING STORM DRAIN TO BE EXPOSED AND MODIFIED TO RECEIVE NEW TRENCH

DRAIN LINE. CONNECT TO 10" SD AT IE=230.50'

NEW 4" 3034 PVC STORM LINE, MIN. 2% SLOPE. L=18'-3"

NEW STORM DRAIN CLEAN OUT

LINE OF EXISTING ROOF OVERHANG ABOVE

EXISTING HOLLOW METAL WINDOW SYSTEM TO REMAIN, REFER TO SHEET A3.1 FOR

ADDITIONAL INFORMATION

A3.1

A3.1OPP

10" SD

INV: 230.50'

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

EXISTING

BUILDING

FFE: 234.00'

10" SD

INV: 230.50'

SYMBOL LEGEND:

SD SD EXISTING UNDERGROUND STORM DRAIN LINE TO REMAIN

EXISTING CATCH BASING TO REMAIN

EXISTING STORM DRAIN MANHOLE TO REMAIN

CB

(E)

SDMH

(E)

A1.2

SCALE:2

ENLARGED COURTYARD K-J PLAN

1/8"=1'-0"

9'-10"

6'-11"

17'-11"

8'-8" 26'-7"

COL

(E)

COL

(E)

COL

(E)

2 4

A3.1

SCALE:3

COURTYARD C-D PLAN

1" = 20'-0" SCALE:4

ENLARGED COURTYARD C-D PLAN

1/8"=1'-0"

A3.1OPP

10" SD

INV: 230.50'

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

COL

(E)

EXISTING

BUILDING

FFE: 234.00'

10" SD

INV: 230.50'

A1.2

A3.1

26'-3"

COL

(E)

COL

(E)

COL

(E)

LOWER / WRAP CONCRETE

DOWN FLUSH WITH SILL.

MAINTAIN ADA CROSS SLOPE

PIPED UTILITIES CONSTRUCTION NOTES:

1. ALL TAPPING OF EXISTING SANITARY SEWER, STORM DRAIN MAINS, AND MANHOLES

MUST BE DONE BY CONTRACTOR FORCES.

2. THE CONTRACTOR SHALL HAVE APPROPRIATE EQUIPMENT ON SITE TO PRODUCE A

FIRM, SMOOTH, UNDISTURBED SUBGRADE AT THE TRENCH BOTTOM, TRUE TO GRADE.

THE BOTTOM OF THE TRENCH EXCAVATION SHALL BE SMOOTH, FREE OF LOOSE

MATERIALS OR TOOTH GROOVES FOR THE ENTIRE WIDTH OF THE TRENCH PRIOR TO

PLACING THE GRANULAR BEDDING MATERIAL.

3. ALL PIPES SHALL BE BEDDED WITH MINIMUM 6-INCHES OF 3 4"-0 CRUSHED ROCK

BEDDING AND BACKFILLED WITH COMPACTED 3 4"-0 CRUSHED ROCK IN THE PIPE ZONE

(CRUSHED ROCK SHALL EXTEND A MINIMUM OF 12-INCHES OVER THE TOP OF THE

PIPE IN ALL CASES). UNLESS CDF OR OTHER BACKFILL IS SHOWN OR NOTED ON

THESE DRAWINGS, CRUSHED ROCK TRENCH BACKFILL SHALL BE USED UNDER ALL

IMPROVED AREAS, INCLUDING PAVEMENT, SIDEWALKS, FOUNDATION SLABS,

BUILDINGS, ETC.

4. GRANULAR TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE

REQUIREMENTS OF OSSC (ODOT / APWA) 02630.10 (DENSE GRADED BASE

AGGREGATE), 3 4"-0. UNLESS OTHERWISE SHOWN ON THESE DRAWINGS, COMPACT

GRANULAR BACKFILL TO 92% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180

TEST METHOD (MODIFIED PROCTOR).

6'-3"

9'-10"

SLOPE

SLO

PE

A3.1

EXISTING ROOF DRAIN TO REMAIN

RD

(E)

RD

(E)

RD

(E)

SLO

PE

SL

P

SLP

NEW CONCRETE CONTROL JOINT, REFER TO

A1.2

A3.1

A3.1

FG

MATCH EXST

FG

MATCH EXST

RD

(E)

A3.1

RD

(E)

RD

(E)

FG

MATCH EXST

FG

MATCH EXST

(E)

(E)

(E)

(E)

RD

(E)

2 6 A3.1

A3.1

1"

8"

4"

4"

CONTROL JOINT

EXPANSION JOINT

EXPANSION JOINT

MATERIAL WITH

SEALANT

SMOOTH FINISH

SMOOTH FINISH

2" RADIUS

BROOM FINISH

CONCRETE SLAB PER

STRUCTURAL

CONCRETE SLAB PER

STRUCTURAL

BROOM FINISH

2" RADIUS

SCALE:5

CONCRETE JOINT DETAILS

1 1/2"=1'-0" 26028-A1.2-05

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text O

AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

BLAKE BURAL

AutoCAD SHX Text

D

24499 SW GRAHAMS FERRY RD

WILSONVILLE, OR 97070

COFFEE CREEK

CORRECTIONAL

FACILITY

2026.0028

JULY 24, 2026

ARCHITECTURE

C O M M U N I T Y 1100 Liberty Street SE Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

WATER INTRUSION

CJA

A3.1

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF

EXISTING CONCRETE UNLESS NOTED OTHERWISE.

3. DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND INTENDED FOR

ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY ALL DIMENSIONS PRIOR TO ACTUAL CONSTRUCTION. NOTIFY ARCHITECT

IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO

PROCEEDING WITH AREA OF WORK IN QUESTION.

4. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.

5. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER

QUANTITY OF THE WORK.

6. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS;

NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR

MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF

CONTRACT DOCUMENTS.

SCALE:2

TYPICAL WALL SECTION

1/2" = 1'-0"

F.F.E.

0'-0"

F.F.E.

0'-0"

WINDOW HEAD

15'-8"

T.O. DECK

VARIES

T.O. PARAPET

23'-8"

WINDOW HEAD

15'-8"

T.O. DECK

VARIES

T.O. PARAPET

23'-8"

A3.1

A3.1

EXISTING CONCRETE SLAB AND FOUNDATION

TO REMAIN

EXISTING EXTERIOR CONCRETE PAVING TO

REMAIN, U.O.N.

INTERIOR HOLLOW METAL FRAME

TO REMAIN, DO NOT PAINT

EXISTING GLAZING TO REMAIN, U.O.N.

EXISTING HOLLOW METAL WINDOW FRAME

TO REMAIN, PREP AND PAINT EXTERIOR

EXISTING GLAZING TO REMAIN, U.O.N.

EXISTING HOLLOW METAL WINDOW FRAME

TO REMAIN, PREP AND PAINT EXTERIOR

EXISTING EXTERIOR STUCCO WALL SYSTEM

TO REMAIN, DO NOT PAINT

EXISTING METAL PARAPET CAP FLASHING

TO REMAIN

EXISTING CONCRETE SLAB AND FOUNDATION

TO REMAIN

1' -8

6'

-0

8' -0

SCALE:1

TYPICAL ELEVATION

1/4" = 1'-0"

SCALE:3

HM WINDOW SILL FLASHING

3"=1'-0" 26028-A3.1-03

EXISTING METAL PLATE TO BE REMOVED.

INTERMITTENT WELDS TO BE GROUND

SMOOTH TO FRAME

EXISTING INSULATED GLASS SPANDREL

TO BE REMOVED

EXISTING ANGLE STOP TO BE REMOVED

EXISTING HOLLOW METAL WINDOW

FRAME TO REMAIN

EXISTING CONCRETE SLAB AND

FOUNDATION TO REMAIN

EXISTING BACKER ROD AND SEALANT

TO BE REMOVED

A EXISTING CONDITION

B PROPOSED CONDITION

EXISTING CONCRETE SLAB AND

FOUNDATION TO REMAIN

NEW WATERPROOF MEMBRANE: BASIS

OF DESIGN TO BE HENRY CM 100 1"

NEW STAINLESS STEEL FLASHING,

EMBED BELOW FINISH GRADE. ALL

LAPS TO BE SEALED WITH 3 BEADS

OF SEALANT

NEW ANGLE STOP, LAP 1" OVER NEW

FLASHING. AT SIM CONDITIONS, ATTACH

WITH TAMPER RESISTANT FASTENERS

EXISTING HOLLOW METAL WINDOW

FRAME TO REMAIN. PREP AND PAINT

EXTERIOR

EXISTING BACKER ROD AND SEALANT AT

BASE TO BE REMOVED ENTIRE LENGTH

OF WINDOW

1"

2"

2"

4" F.V.

CONCRETE SIDEWALK TO

CONCRETE COLD POUR JOINT AT

THIS LOCATION, TYP. CLEAN OUT

TO INSTALL FLASHING

4" A

PP

R

O X

AT

S

IM

GRADE

AT SIM

EXISTING GLAZING TO REMAIN

NEW GLAZING TAPE BETWEEN

DISSIMILAR MATERIALS, ALL SIDES

REINSTALL METAL ANGLE STOP AT HEAD

AND JAMB WITH NEW CONT. SEALANT

NEW CITADEL GLAZEGUARD 1000 WR+

INSULATED METAL PANEL. THICKNESS

TO MATCH EXISTING GLASS SPADREL

THICKESS, ~1

2" F.V.

NEW GLAZING TAPE BETWEEN

DISSIMILAR MATERIALS, ALL SIDES

EXISTING JOINT TO BE CLEANED

NEW CONTINUOUS SEALANT

NEW 12" BACKER ROD AND

SEALANT ENTIRE LENGTH,

BOTH SIDES (BASE SCOPE)

REFERENCE NOTES:

1 EXISTING EXTERIOR STUCCO FINISH TO REMAIN, DO NOT PAINT

EXISTING HOLLOW METAL WINDOW SYSTEM TO REMAIN, PREP AND PAINT

EXISTING CONCRETE COLUMN TO REMAIN, PREP AND PAINT

EXISTING STEEL COLUMN TO REMAIN, PREP AND PAINT

EXISTING DOOR TO REMAIN, PREP AND PAINT. INSTALL NEW HARDWARE AS

DETAILED

NEW 44" x 211

2" CITADEL GLAZEGUARD 1000 WR+ INSULATED METAL PANEL TO

BE INSTALLED IN EXISTING HOLLOW METAL WINDOW ASSEMBLY. AT SIM

CONDITION, 461

2" x 211 2"

EXISTING ELECTRICAL OUTLET AND METAL SHROUD TO BE REMOVED AND

REINSTALLED, PREP AND PAINT

EXISTING CALL BOX AND CAMERA TO BE REMOVED AND REINSTALLED TO

ALLOW FOR PAINTING OF COLUMN

EXISTING BACKER ROD AND SEALANT TO REMAIN WITH

THE FOLLOWING EXTERIOR INSPECTION AND WORK:

A. INSPECT ALL BACKER ROD AND SEALANT JOINTS. EACH WINDOW/WALL

FACE HAS APPROXIMATELY 380 LF OF EXTERIOR JOINTS

B. PROVIDE IN BID TO REMOVE AND REPLACE BACKER ROD AND SEALANT

EQUIVALENT TO 25% OF EACH WINDOW/WALL FACE (380 LF / 4 = 95 LF) AT

RESIDENT UNITS A, C, D, G, H, J, AND K

C. PROVIDE IN BID TO REMOVE AND REPLACE BACKER ROD AND SEALANT

EQUIVALENT TO 100% OF EACH WINDOW/WALL FACE AT RESIDENT UNIT B

D. REVIEW AREAS OF REPLACEMENT WITH OWNER AND DOCUMENT FOR

EACH FACE THAT REPLACEMENT IS RECOMMENDED FOR APPROVAL

E. WINDOW/WALL FACES THAT RECEIVE LESS WILL BE CREDITED BACK TO

THE OWNER VIA UNIT PRICING AT THE TIME OF BID

F. WALL FACES THAT REQUIRE MORE WILL FOLLOW UNIT PRICING

IDENTIFIED ON SHEET A1.1 AND IN BID SHEET AND WILL BE APPROVED

VIA CHANGE ORDER

EXISTING EXPOSED CONCRETE SLAB TO REMAIN

T.O. PARAPET

23'-8"

WINDOW HEAD

15'-8"

F.F.E.

0'-0"

T.O. PARAPET

23'-8"

WINDOW HEAD

15'-8"

F.F.E.

0'-0"

1' -8

6'

-0

8' -0

TYP AT ALL WINDOW

ASSEMBLIES

TYP AT ALL WINDOW

ASSEMBLIES

4" A

PP

R

O X

1' -8

6'

-0

8' -0

4 43

5 6

66'-4"

EXISTING STEEL BEAM TO REMAIN, PREP

AND PAINT EXTERIOR

SCALE:4

DOOR THRESOLD AT COURTYARD

3"=1'-0" 26028-A3.1-04

EXISTING CONCRETE SLAB AND

FOUNDATION TO REMAIN

NEW DOOR THRESHOLD: PEMKO 2548

NEW DOOR SWEEP: PEMKO 307-A-BC

EXISTING HOLLOW METAL DOOR TO

REMAIN, PREP AND PAINT

6" F.V.

2" 2"

NEW STAINLESS STEEL PAN

FLASHING SET IN (3) BEADS OF

CONTINUOUS SEALANT. FASTEN

UNDERNEATH THRESHOLD ONLY

LINE OF CONCRETE COLUMN

BEYOND

SCALE:6

HM WINDOW SILL FLASHING AT TRENCH DRAIN

3"=1'-0" 26028-A3.1-06

6"

4" 4" 4"

NEW WATERPROOFING ASSEMBLY

AT EXISTING HOLLOW METAL

GLAZING SYSTEM, REFER TO

A3.1

EXISTING CONCRETE SLAB AND

FOUNDATION TO REMAIN

NEW EXTERIOR TRENCH DRAIN

FLUSH WITH EXISTING BUILDING SLAB:

· ZURN -- Z886-DI OR APPROVED

EQUAL

· 4" WIDE

· GRATE: ADA RATED, EPOXY

COATED DUCTILE IRON GRATE

· VANDAL-PROOF SECURED TOP

· BUILT IN SLOPE TO DRAIN

NEW CONCRETE PANEL IN AREAS OF

PREVIOUS DEMOLITION. REPLACE BACK

TO THE NEAREST EXISTING JOINT

NEW STORM DRAIN LINE, CONNECT TO

EXISTING STORM DRAIN

A3.1 TYP

A3.1 TYP

SCALE:5

SEALANT JOINT AT CONCRETE

3"=1'-0" 26028-A3.1-05

EXISTING HOLLOW METAL WINDOW

FRAME TO REMAIN. PREP AND PAINT

EXTERIOR

NEW BACKER ROD AND SEALANT AS

REQUIRED UPON INSPECTION OF

EXISTING CONDITIONS

EXISTING GLAZING TO REMAIN

AS OCCURS

EXTERIOR

INTERIOR

EXISTING COLUMN TO REMAIN, PREP

AND PAINT

EXISTING COLUMN TO REMAIN, DO

NOT PAINT INTERIOR

EXISTING BACKER ROD AND SEALANT

TO REMAIN

A3.13

A3.1 SIM

66 66 6 6

SIM

SIM

MOCK-UP AND WATER TESTING

LOCATION. ONE LOCATION ONLY.

UPON TESTING APPROVAL, WORK IS

TO BE INSTALLED PER DRAWINGS.

REFER TO SHEET A1.1 FIELD QUALITY

CONTROL NOTES

A3.2

A3.2

INTERIOR HOLLOW METAL FRAME

TO REMAIN, DO NOT PAINT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text O

AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

BLAKE BURAL

CJA

A3.2

24499 SW GRAHAMS FERRY RD

WILSONVILLE, OR 97070

COFFEE CREEK

CORRECTIONAL

FACILITY

2026.0028

JULY 24, 2026

ARCHITECTURE

C O M M U N I T Y 1100 Liberty Street SE Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

WATER INTRUSION

SCALE:1

FLASHING OVERLAP

3"=1'-0" 26028-A3.2-01

4"

NEW STAINLESS STEEL FLASHING,

EMBED BELOW FINISH GRADE

2"

2"

4" F.V.

OVERLAP

(3) ROWS NON-SKINNING BUTYL

SEALANT

SCALE:

TRANSITION FLASHING AT COLUMN

2 1-1/2" = 1'-0" 26028-A3.2-02

2"

2"

4" F.V.

2"

NEW STAINLESS STEEL COVER

FLASHING AT COLUMN. SET IN

ADHESIVE, NO EXPOSED

FASTENERS

BUTT-JOINT NEW STAINLESS STEEL

FLASHINGS AT COLUMN. SEAL

CONTINUOUSLY ALONG JOINT

EXISTING COLUMN TO REMAIN,

PREP AND PAINT

NEW CONTINUOUS SEALANT

ALL SIDES

SCALE:3

EXTERIOR OUTLET SHROUD

NTS 26028-A3.2-03

EXISTING ELECTRICAL OUTLET

AND METAL SHROUD TO BE

REMOVED AND REINSTALLED,

PREP AND PAINT

EXISTING COLUMN TO REMAIN,

PREP AND PAINT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text O

AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

BLAKE BURAL