682118_Addendum_2_executed.pdf

Addendum (12/9/25; 1:28 PM) Page 1

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CONTRACT NUMBER: 256075 DATE OF ADDENDUM: December 9, 2025

PROJECT NUMBER: 682118 CLOSING DATE: December 16, 2025

TIME: 2:30 p.m.

CITY OF SALEM, OREGON

CONTRACTS AND PROCUREMENT DIVISION

PUBLIC WORKS DEPARTMENT

ADDENDUM NUMBER: 2

MARION PARKADE REVITALIZATION

Addendum No. 2 to the above-mentioned project for the City of Salem, Oregon, is a part of the contract documents, and as such, supersedes anything within the specifications with which it may conflict.

CHANGES TO THE BID FORM:

—Remove pages ADD1 00410-3 through ADD1 00410-12 and replace with Bid Form ADD2

00410-3 through ADD2 00410-4.

CHANGES TO THE SPECIFICATIONS:

—Delete the following sections and subsections from:

—05 51 00 Metal Stairs:

- 1.4 Informational Submittals o B – Delegated Design Submittals o E – Qualification Statements

- 2.1 Manufacturers

- 2.2 Performance

- 2.7 Fabrication – Stairs o K. Metal Pan Stairs

b. At Interior Locations

CHANGES TO THE DRAWINGS:

⸺Delete Sheets A2.11 thru A2.14 and replace with the following A2.11 thru A2.14 Bid

Addendum 2: Note the following changes:

Sheets A2.11 thru A2.14 Bid Addendum 2 – See Delta 5 clouded revisions

⸺Delete Sheets A3.00, A3.10, A3.11 and replace with the following A3.00, A3.10, A3.11 Bid

Addendum 2: Note the following changes:

Sheets A3.00, A3.10, A3.11 Bid Addendum 2 – See Delta 5 clouded revisions

—Remove pages ADD1 00410-3 through ADD1 00410-12 and replace with Bid Form ADD2

00410-3 through ADD2 00410-5.

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ITEMS OF CLARIFICATION⸺ADDITIONAL QUESTIONS AND ANSWERS

FOLLOWING ADDENDUM 1 RELEASE:

Question 1: Will there be an extension to the bid deadline?

Answer: The bid deadline has been extended to Tuesday, December 16th, 2025, at 2:30

PM.

Question 2: How are responses within Addendum 1 pertaining to specific bid items affected by

Addendum 2?

Answer: The Bid Form provided with Addendum 2 has been simplified to require pricing as a lump sum per each Division of work. Any response in Addendum 1 that pertained to pricing of a specific bid item should instead be incorporated into a lump sum as part of the entire Division. For example, bid item 2.24 related to “Haul and Disposal” should now be incorporated into a full lump sum number for all of Division 02 work.

Question 3: 03 38 00: Post-Tensioned Concrete Repair, calls for corrosion remediation of 40 tendon ends behind masonry, and 54 tendon ends not behind masonry. What bid item or items are we to include this cost under?

Answer: Remediation items related to tendon ends and work related to inspection, such as temporary removal of masonry veneer, are to be included within the lump sum for

Division 03 work.

Question 4: 03 38 00: Post-Tensioned Concrete Repair, calls for tendon coating. Please confirm this only applies to the 94 tendons mentioned in question 3 above.

Answer: Correct. This coating is only required on tendons that are visibly showing signs of rust and/or distress per the provided JRMA report. The 94 tendons provided are an estimate.

Question 5: Sheet S0.01, Note 2D under existing slab and beam remediation states to provide an allowance for remediation of up to 65 tendon grout pockets and tendon stressing heads. No bid item has been included for this work. Please include on bid form.

Answer: Incorporate this remediation work within the Division 02 lump sum. Reference

Specification 03 38 00 for estimated quantities of tendon heads requiring corrective work, which can be used to obtain pricing.

Question 6: Bid Item 2.6: Chip Out Concrete to Expose Tendon Ends. Please provide locations this work is to occur. Also, please confirm no exposure of tendon ends in closure strips of PT slabs.

Answer: This will occur at the areas requiring tendon inspection and repair (behind masonry veneer and at exposed floor and ramp edges). No exposure is needed elsewhere.

Question 7: Bid Item 2.25: Encapsulate/Demolish/Abate Lead Paint Striping. Drawings call for paint cover of existing striping. Please confirm no other abatement of lead containing striping is required.

Answer: Correct. See hazardous materials report for more thorough information.

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Question 8: Bid Item 3.1: Prep Slab for New Railing. Please indicate where we are to prep slab. Note, where brick retaining wall is demolished on level 1 at the East, South and West perimeter of the garage, the brick wall extends below grade, and more than slab prep needs to be done to install the new screen wall.

Answer: The slab preparation will take place at all locations specified to receive new railing. This includes the ground floor screen railing around the parkade perimeter, as well as the railing added to the second and third levels adjacent to the new stairs. Sheets

A2.11-A2.14 and have been modified to further clarify the location and design intent for the railing and bollard design at the upper stair levels. The brick retaining wall removal scope on the ground floor (including any removal below grade) should be incorporated into the Division 02 lump sum on the Bid Form.

Question 9: Bid Item 3.2: Concrete Wheel stops, addendum 1 added 4 additional parking spaces, but quantity on the bid form remained 76. Please update bid Item. Also, during the site visit, we observed exiting concrete wheel stops that would need to be removed. Please include bid item for demo of existing wheel stops.

Answer: 80 wheel stops is correct. Incorporate pricing for these materials within the

Division 03 lump sum. Removal of the existing wheel stops on the third floor should be incorporated within the Division 02 lump sum.

Question 10: Bid Item 3.13: Concrete slab patch/repair lists a quantity of 1700 Sq. Ft. Please indicate the scope of work in this bid item. If this applies to elevated PT slab, cost is much higher than slab on grade.

Answer: This scope applies to the area at the base of each stair tower. Incorporate pricing of this work within the Division 03 lump sum.

Question 11: Bid Item 3.16: Scan PT Slab, is this meant for attachment of post installed anchors/dowels or is this meant for scanning the entirety of the PT decks?

Answer: Attachment of post-installed anchors/dowels. Full scanning is not required.

Question 12: Please provide bid item for concrete filled stair treads & landings.

Answer: Bidders have the option to incorporate the concrete treads into the Division 03 lump sum or can incorporate into Division 05 as part of the full metal stair scope.

Question 13: Bid Item 5.6: HSS5x3x1/4-inch at Vertical Fin. Member size could not be found on drawings. Please provide location.

Answer: HSS5x3x1/4-inch was incorrectly included in the previous bid form. Incorporate all structural steel pricing into the Division 05 lump sum.

Question 14: There is structural steel located in the signs but no bid item for this scope. Please provide bid item.

Answer: The structural steel utilized in the MARION signs is cold-formed steel studs

(CFS). Reference Structural drawings for size and layout. Pricing for this item should be incorporated into the Division 05 lump sum.

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Question 15: Specification 05 51 00 reads as though stairs are to be bidder designed by Pacific

Stair Corp, but the structural drawings show the stairs as fully designed. Please confirm which way we should bid the project.

Answer: Stairs are custom designed by project Structural Engineer. Detailing can be found in Structural drawings. Specification 05 51 00 has been revised to eliminate delegated design requirements.

Question 16: Bid Item 9.2 New Parking Stall Striping, addendum 1 added 4 additional parking spaces, but quantity did not change. Please revise bid form. Additionally, the initial bid form lists a quantity of 44 each but the drawings show significantly more when counting all new parking stalls on level 3 as well as the new parking spaces on Union Street (A1.00)

Answer: Provide pricing in the Division 09 lump sum based on 84 stalls, which encompasses 77 stalls on the upper level at solar canopies, 4 stalls on the first floor near the Union Street driveway closure, and 3 parallel spaces on Union Street.

Question 17: Bid Item 9.14: Signage Panels at Stairwell/Elevator for Wayfinding (6/A8.00).

Please confirm one at each new stair landing. Also, please confirm no new signs at stairwell that remains.

Answer: Confirmed.

Question 18: Bid Item 9.15: Signage Panels at columns (“Skybridge/Stairs), I count 8 each

Type 10A (Level 1), 8ea type 10B (Level 2), and 4ea Type 10C (Level 3) for a total of 20. Can you confirm I’m counting the correct signs? If not, where are the 16 signs this bid item is to include.

Answer: 20 is correct. Provide pricing as part of Division 09 lump sum.

Question 19: Bid Item 9.16: Sign Panels for Wayfinding (A2.01-A2.03), I’m getting following counts for a total of 36.

Answer: 36 is correct. Provide pricing as part of Division 09 lump sum.

Question 20: Does the brick veneer wall on level 2 & 3 at the new “the Marion” sign get demolished? It doesn’t appear to be shown on the demo drawings, but the new structural drawings don’t show it in place.

Answer: Reference 5/S3.30. The brick wall will remain, acting as an additional bracing structure for the stud framing and signage assembly.

Question 21: Is attic stock desired for replacement materials? If so, where should pricing for these items be reflected?

Answer: Attic stock is desired in the quantities noted below. The cost of these items can be incorporated into each relevant section on the Bid Form.

- Four (4) full handrail bracket kits, including hardware and mounting screws

- One (1) 2’ long section per guardrail type for each staircase

- Replacement stair nosings equaling five (5) percent of total installed

- Additional five (5) percent of concrete stair pans

- Two (2) spare lighting fixtures per fixture type

- Two (2) spare lighting drivers per fixture type

- Two (2) lenses per fixture type (if replaceable)

- Two (2) additional motion sensors, photocells, and/or occupancy sensors per device type

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- Minimum five (5) gallons of each exterior paint color

- Two (2) gallons of each trim or accent color

- One (1) blank replacement (similar size and profile) for each sign type

- One (1) full hardware kit per sign type

- Ten (10) each of the fire extinguishers and cabinets, as well as 20 (each) of replacement glass for the cabinets

Question 22: Are there restrictions for lane closures on adjacent streets associated with construction?

Answer: All proposed work that interrupts road or sidewalk traffic will require a traffic control plan (TCP) and relevant permit application to be submitted to City Traffic

Engineering (CTE). Work that requires closure of a sidewalk or a single lane can be accomplished during the daytime pending CTE approval. Work that requires closure of multiple lanes will only be allowed between the hours of 9:00 PM and 5:00 AM (also pending CTE approval). Contractor shall be responsible for all costs associated with development of TCP and permitting for work in the right-of-way.

All other terms, conditions, and specifications within the bid documents shall remain unchanged and in effect in their entirety.

Shawna Self, CPPB, Manager

Contracts and Procurement

All bidders are required to provide evidence of the receipt and acceptance of this Addendum

No. 2 with their proposal. Signing in the space provided below and submitting the signed

Addendum with the proposal satisfies this requirement.

Receipt acknowledged and conditions agreed to this day of , 20 .

NAME OF FIRM:

SIGNATURE:

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ADDENDUM ROUTE LOG

DATE OF ADDENDUM NO. December 9, 2025

MARION PARKADE REVITALIZATION

Project Number: 682118; Contract Number: 256075

Luke Gmazel, PE, Engineering Program Manager

Date signed:

Aaron Kimsey, PE, Assistant City Engineer

Allen Dannen, PE, City Engineer

12-9-2025

No. Item Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

DIVISION 1 - GENERAL CONDITIONS $ $

1.1 01 29 00 Overhead/Profit and Indirect Costs All Req'd Lump Sum $ $

1.2 01 31 00 Administration All Req'd Lump Sum $ $

1.3 01 50 00 Temporary Facilities and Controls All Req'd Lump Sum $ $

1.4 01 73 00 Execution (Survey, etc.) All Req'd Lump Sum $ $

1.5 01 77 00 Closeout All Req'd Lump Sum $ $

1.6 01 78 23 O & M / Demonstration Training All Req'd Lump Sum $ $

1.7 Misc Contractor Fee/Overhead/Profit and Indirect

Costs All Req'd Lump Sum $ $

1.8 Misc Insurance

All Req'd Lump Sum $ $

1.9 Misc Bonds

All Req'd Lump Sum $ $

2.0 DIVISION 2 - EXISTING CONDITIONS &

DEMOLITION

All Req'd Lump Sum $ $

ARTICLE 5 - BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.

Bidder Acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all

Unit Price Bid Items will be based on actual quantities, determined as provided in the Contract Documents.

DIVISION 2 - EXISTING CONDITIONS & DEMOLITION

DIVISION 3 - CONCRETE

Marion Parkade Revitalization

Bid No. 256075 / Project No. 682118 ADD 00410-3

ADDENDUM 2

Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

3.0 DIVISION 3 - CONCRETE All Req'd Lump Sum $ $

4.0 DIVISION 4 - MASONRY All Req'd Lump Sum $ $

5.0 DIVISION 5 - METALS All Req'd Lump Sum $ $

7.0 DIVISION 7 - THERMAL AND MOISTURE

PROTECTION All Req'd Lump Sum $ $

8.0 DIVISION 8 - OPENINGS (Curtainwall) All Req'd Lump Sum $ $

9.0 DIVISION 9 - FINISHES All Req'd Lump Sum $ $

10.0 DIVISION 10 - SPECIALTIES (MARION

Signage, Fire Extinguishers) All Req'd Lump Sum $ $

11.0 DIVISION 11 - EQUIPMENT (Fall Protection)

All Req'd Lump Sum $ $

DIVISION 16 - ELECTRICAL

DIVISION 8 - OPENINGS (Curtainwall)

DIVISION 9 - FINISHES

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

DIVISION 10 - SPECIALTIES (MARION Signage, Fire Extinguishers)

DIVISION 11 - EQUIPMENT (Fall Protection)

DIVISION 4 - MASONRY

DIVISION 5 - METALS

Marion Parkade Revitalization

Bid No. 256075 / Project No. 682118 ADD 00410-4

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

16.0 DIVISION 16 - ELECTRICAL

All Req'd Lump Sum $ $

TOTAL BID $

Marion Parkade Revitalization

Bid No. 256075 / Project No. 682118 ADD 00410-5

DS

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TO FACE OF STUD, OR

CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRID LINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROM FACE OF FINISH TO FACE

OF FINISH, U.O.N.

3. SEE FLOOR PLANS FOR OVERALL DIMENSIONS.

4. REFER TO ACCESSIBLE DETAILS SHEET FOR TYPICAL CLEARANCES AND MOUNTING HEIGHT

REQUIREMENTS.

5. DIMENSIONS SHOWN IN ACCESSIBLE DETAILS SHALL TAKE PRECEDENCE OVER ANY REFERENCE

DIMENSIONS SHOWN ON DRAWINGS, SHOULD ANY DISCREPANCIES ARISE.

6. SEE GENERAL NOTES ON ELEVATIONS SHEET FOR ADDITIONAL INFORMATION.

7. REFERENCE 3/A8.01 FOR LIMITATIONS ON RAILING SEGMENT LENGTH TO ACCOUNT FOR

EXPANSION AND CONTRACTION OF METAL.

ENLARGED FLOOR PLAN GENERAL NOTES

A B C

7 7

6.4 6.4

6.6 6.6

7.1

B.2

UP

/2

(V E

R

IF

Y

5'-0" (14) TREADS @ 11" EACH = 12'-10" 4'-9" 2'-9"

6'-5" (ABOVE)

(7) TREADS @ 11" EACH

6" TYPICAL

7'-8"

(7) TREADS @ 11" EACH

6'-5" 8'-5" 2'-9"

A5.01

A5.01

A5.01

A5.01

A3.10

A3.103

A3.10

A3.10 1

A3.11 3

± 38'-2" (VERIFY WITH EXISTING)

± 11'-5" (VERIFY)

(VERIFY WITH EXISTING)

± 26'-9"

/2

(V E

R

IF

Y

A3.11

(VERIFY)

± 1'-5"

C

LR

± 26'-9" (VERIFY)

OFFSET

3'-8" 4'-9"

(V E

R

IF

Y

± 1" CLEAR (VERIFY)

± 1'-5"

(A P

P R

O X

LI

N E

O F E

X

IS

T

IN

G S

T A

IR

W

A

LL

S

(VERIFY W/

STAIR MFR.)7'-8"

3'-8"

OFFSET

6"

10-35

A5.01

A5.01

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

05-06

05-07

05-08

05-1005-01

05-02

05-07

05-52

05-53

A B C

7 7

6.4 6.4

6.6 6.6

7.1 7.1

B.2

UP

DN

11'-4"

(7) TREADS @

@ 11" EACH = 6'-5" 7'-6"

6" TYPICAL

7'-8" (9) TREADS @ 11" EACH = 8'-3" 9'-4"

A5.01

A5.01

A5.01

A5.01

A3.10

A3.103

A3.10

A3.10 1

A3.11 3

A3.11

2 ±

(V E

R

IF

Y

± 38'-2" (VERIFY WITH EXISTING)

± 11'-5" (VERIFY)

(VERIFY WITH EXISTING)

± 26'-9"

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

(VERIFY)

± 1'-5"

C

LR

± 1" CLEAR

1'-10" OFFSET 7'-6"

± 26'-9" (VERIFY)

CLR.

± 1"

(VERIFY)

± 1'-5"

6"

7'-8" 3'-8"

OFFSET

(VERIFY W/

STAIR MFR.)

10-35

05-60

A5.01

A5.01

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-07

05-08

05-1005-01

05-52

05-52

05-06

05-53

05-02

05-07

05-08

05-52

05-52

05-13

10"

5'-0" 4'-0" 1'-9"

A B C

7 7

6.4 6.4

6.6 6.6

7.1 7.1

B.2

DN

C

LR

8'-7" (9) TREADS @ 11" EACH = 9'-2" 7'-6"

6" TYPICAL

(LANDING)

7'-8"

(9) TREADS @ 11" EACH

8'-3" 9'-4" (VERIFY)

± 1'-5"

A5.01

A5.01

A5.01

A5.01

S1

A3.10

A3.103

A3.10

A3.10 1

A3.11 3

A3.11

2 ±

(V E

R

IF

Y

± 38'-2" (VERIFY WITH EXISTING)

± 11'-5" (VERIFY)

(VERIFY WITH EXISTING)

± 26'-9"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

C

LR

± 1" CLEAR

(LANDING)

7'-0"

± 26'-9" (VERIFY)

7'-8" 11" OFFSET

6" TYPICAL

(VERIFY W/

STAIR MFR.)

10-35

05-60

A5.01

A5.01

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-01

05-02

05-06

05-52

05-53

05-52

05-07

05-06

A8.00

SIM

05-52

5'-0" 4'-0" 2'-0"

10"

05-13

KEY PLAN

SOUTHWEST

TOWER

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:4 :4

P

M

ENLARGED

SW STAIR

PLANS

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A2.11

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

FIRST LEVEL SW STAIR ENLARGED PLAN

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

SECOND LEVEL SW STAIR ENLARGED PLAN

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

THIRD LEVEL SW STAIR ENLARGED PLAN

KEYNOTES

02-04 EXISTING ELEVATOR WALLS TO REMAIN. PROTECT DURING DEMOLITION OF ADJACENT STAIR

LANDINGS

05-01 HSS STEEL CANTED COLUMN PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-02 HSS STEEL BRACING PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-06 EXTEND HANDRAIL HORIZONTALLY AT LEAST 12" BEYOND TOP RISER

05-07 CONTINUE HANDRAIL SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.

05-08 CONTINUOUS HANDRAIL AROUND GUARDRAIL AS SHOWN.

05-10 STEEL COLUMN PER STRUCTURAL

05-13 STEEL BOLLARD FILLED WITH CONCRETE, WITH BASE PLATE EMBEDDED INTO EXISTING SLAB BY EPOXIED ANCHOR BOLTS; SCAN PT SLAB PRIOR TO DRILLING TO ENSURE LOCATION IS FREE OF PT

TENDONS

05-52 METAL GUARDRAILS - 42" HIGH

05-53 METAL HANDRAIL - 34" TO 38" HIGH

05-60 METAL FRAMING SUPPORTS FOR DECORATIVE METAIL SCREENS

10-35 SIGNAGE, PER MANUFACTURER

Rev: Description Date:

5 BID

ADDENDUM 2

12.9.25

Addendum 2

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TO FACE OF STUD, OR

CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRID LINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROM FACE OF FINISH TO FACE

OF FINISH, U.O.N.

3. SEE FLOOR PLANS FOR OVERALL DIMENSIONS.

4. REFER TO ACCESSIBLE DETAILS SHEET FOR TYPICAL CLEARANCES AND MOUNTING HEIGHT

REQUIREMENTS.

5. DIMENSIONS SHOWN IN ACCESSIBLE DETAILS SHALL TAKE PRECEDENCE OVER ANY REFERENCE

DIMENSIONS SHOWN ON DRAWINGS, SHOULD ANY DISCREPANCIES ARISE.

6. SEE GENERAL NOTES ON ELEVATIONS SHEET FOR ADDITIONAL INFORMATION.

7. REFERENCE 3/A8.01 FOR LIMITATIONS ON RAILING SEGMENT LENGTH TO ACCOUNT FOR

EXPANSION AND CONTRACTION OF METAL.

ENLARGED FLOOR PLAN GENERAL NOTES

A

1 1

B C

1.4 1.4

1.6 1.6

0.9 0.9

B.2

A5.02

A5.02

A5.02

A5.02

UP

5'-0" (14) TREADS @ 11" EACH = 12'-10" 4'-9" 2'-9"

(8) TREADS @ 11" EACH

7'-4" (ABOVE) 6" TYPICAL

7'-8"

(8) TREADS @ 11" EACH

7'-4" 7'-6" 2'-9"

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

± 11'-5"

(VERIFY WITH EXISTING)

± 26'-9"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

C

LR

(VERIFY)

± 1'-5"

± 1" CLEAR

± 26'-9" (VERIFY)

(A P

P R

O X

LI

N E

O F E

X

IS

T

IN

G S

T A

IR

W

A

LL

S

2'-9"

OFFSET 4'-9"

(VERIFY W/

STAIR MFR.)

7'-8"

OFFSET

2'-9"

6"

10-35

A5.02

A5.02

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

05-52

05-07

05-02

05-01

05-10

05-06 05-52

05-08

05-52

05-07

33-022

A

1 1

B C

1.4 1.4

1.6 1.6

0.9 0.9

B.2

A5.02

A5.02

A5.02

A5.02

DN

UP

7'-8"

(8) TREADS @ 11" EACH

7'-4" 10'-3"

10'-5"

(8) TREADS @ 11" EACH

7'-4" 7'-6"

6" TYPICAL7'-8"

OFFSET

2'-9"

2'-9"

OFFSET 7'-6"

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

± 11'-5"

(VERIFY WITH EXISTING)

± 26'-9"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY W/

STAIR MFR.)

(VERIFY)

± 1'-5"

C

LR

± 1" CLEAR

(VERIFY)

± 1'-5"

± 1" CLEAR

± 26'-9" (VERIFY)

6"

10-35

05-60

A5.02

A5.02

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

1 05-52

05-01

05-10

05-08

05-52

05-09

05-13

05-13

A

1 1

B C

1.4 1.4

1.6 1.6

0.9 0.9

B.2

A5.02

A5.02

A5.02

A5.02

DN

(LANDING)

7'-8"

(8) TREADS @ 11" EACH

7'-4"

6" TYPICAL

8'-7"

(10) TREADS @ 11" EACH

9'-2" 7'-6"

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

± 11'-5"

(VERIFY WITH EXISTING)

± 26'-9"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

C

LR

± 1" CLEAR

(VERIFY)

± 1'-5"

± 1" CLEAR

± 26'-9" (VERIFY)

(VERIFY W/

STAIR MFR.)

LANDING

7'-0"

7'-8"

11" OFFSET

05-60

10-35

A5.02

A5.02

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-01

05-10

05-02

05-52

05-06

05-08

05-06

05-52

05-53

05-07

A8.00

SIM

05-52

5'-0" 2'-6"

10"

5'-0" 4'-0" 1'-9"

05-13

05-13

KEY PLAN

NORTHWEST

TOWER

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:4 :5

P

M

ENLARGED

NW STAIR

PLANS

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A2.12

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

FIRST LEVEL NW STAIR ENLARGED PLAN

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

SECOND LEVEL NW STAIR ENLARGED PLAN

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

THIRD LEVEL NW STAIR ENLARGED PLAN

KEYNOTES

02-04 EXISTING ELEVATOR WALLS TO REMAIN. PROTECT DURING DEMOLITION OF ADJACENT STAIR

LANDINGS

05-01 HSS STEEL CANTED COLUMN PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-02 HSS STEEL BRACING PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-06 EXTEND HANDRAIL HORIZONTALLY AT LEAST 12" BEYOND TOP RISER

05-07 CONTINUE HANDRAIL SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.

05-08 CONTINUOUS HANDRAIL AROUND GUARDRAIL AS SHOWN.

05-09 VEHICLE BARRIER RAILING

05-10 STEEL COLUMN PER STRUCTURAL

05-13 STEEL BOLLARD FILLED WITH CONCRETE, WITH BASE PLATE EMBEDDED INTO EXISTING SLAB BY EPOXIED ANCHOR BOLTS; SCAN PT SLAB PRIOR TO DRILLING TO ENSURE LOCATION IS FREE OF PT

TENDONS

05-52 METAL GUARDRAILS - 42" HIGH

05-53 METAL HANDRAIL - 34" TO 38" HIGH

05-60 METAL FRAMING SUPPORTS FOR DECORATIVE METAIL SCREENS

10-35 SIGNAGE, PER MANUFACTURER

33-02 NEW FDC LOCATION; RECONNECT TO EXISTING PIPING IN LOCATION SHOWN; FDC MUST

REMAIN FULLY OPERATIONAL AND AVAILABLE FOR FIRE DEPARTMENT USE THROUGHOUT

CONSTRUCTION; IF NEEDED, CONTRACTOR MAY PROPOSE ALTERNATE TEMPORARY LOCATION

FOR CONNECTION IF MORE SPACE IS NEEDED FOR WORK AT NW TOWER

Rev: Description Date:

2 PLAN CHECK

RESPONSE

9.5.25

5 BID

ADDENDUM 2

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TO FACE OF STUD, OR

CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRID LINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROM FACE OF FINISH TO FACE

OF FINISH, U.O.N.

3. SEE FLOOR PLANS FOR OVERALL DIMENSIONS.

4. REFER TO ACCESSIBLE DETAILS SHEET FOR TYPICAL CLEARANCES AND MOUNTING HEIGHT

REQUIREMENTS.

5. DIMENSIONS SHOWN IN ACCESSIBLE DETAILS SHALL TAKE PRECEDENCE OVER ANY REFERENCE

DIMENSIONS SHOWN ON DRAWINGS, SHOULD ANY DISCREPANCIES ARISE.

6. SEE GENERAL NOTES ON ELEVATIONS SHEET FOR ADDITIONAL INFORMATION.

7. REFERENCE 3/A8.01 FOR LIMITATIONS ON RAILING SEGMENT LENGTH TO ACCOUNT FOR

EXPANSION AND CONTRACTION OF METAL.

ENLARGED FLOOR PLAN GENERAL NOTES

1 1

Q R S

1.4 1.4

1.6 1.6

S.1

0.9 0.9

Q.8

A5.03

A5.03

A5.03

UP

A5.03

C

LR

6" TYPICAL

(8) TREADS @ 11" EACH

7'-4" (ABOVE) 10'-5"

2'-9" 4'-9" (14) TREADS @ 11" EACH = 12'-10" 5'-0"

(VERIFY)

± 1'-5"

2'-9" 6'-7"

(9) TREADS @ 11" EACH

8'-3"

(ABOVE)

7'-8" ± 1" CLEAR

4'-9" 1'-10" OFFSET

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

± 26'-9" (VERIFY)

± 1" CLEAR

O F E

X

IS

T

IN

G S

T A

IR

W

A

LL

S

(A P

P R

O X

LI

N E

(VERIFY W/

STAIR MFR.)

OFFSET

2'-9" 7'-8"

6"

10-35

A5.03

A5.03

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

05-10

05-02

05-01

05-06 05-08

05-07

05-5205-52

05-07

05-52

1 1

Q R S

1.4 1.4

1.6 1.6

S.1

0.9 0.9

Q.8

A5.03

A5.03

A5.03

C

LR

UP

DN

A5.03

9'-4"

(9) TREADS @ 11" EACH

8'-3" 7'-8" ± 1" CLEAR

7'-6"

(8) TREADS @ 11" EACH

7'-4" 10'-5"

6" TYPICAL

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

± 26'-9" (VERIFY)

± 1" CLEAR

7'-6" 1'-10" OFFSET 6"

OFFSET

2'-9" 7'-8"

(VERIFY W/

STAIR MFR.)

10-35

05-60

A5.03

A5.03

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-10 05-01

05-06 05-08

05-5205-52

05-52

05-02

05-07

05-52 05-06

05-07

05-52

2'-0" 4'-0" 5'-0"

05-13

1 1

Q R S

1.4 1.4

1.6 1.6

S.1

0.9 0.9

Q.8

A5.03

A5.03

A5.03

C

LR

DN

A5.03

7'-6"

(10) TREADS @ 11" EACH

9'-2" 8'-7" ± 1" CLEAR

(VERIFY)

± 1'-5"

9'-4"

(9) TREADS @ 11" EACH

8'-3"

(LANDING)

7'-8"

11" OFFSET

7'-8"6" TYPICAL

7'-0" 2'-4"

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5"

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY)

± 1'-5"

6" (VERIFY

W/ STAIR

MFR.)

± 26'-9" (VERIFY)

(VERIFY W/

STAIR MFR.)

10-35

05-60

A5.03

A5.03

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-10

05-01

05-02

05-06

05-52

05-53

05-07

05-06

05-08

A8.00

SIM

05-52

10"

2'-0" 4'-0" 5'-0"

05-13

KEY PLAN

NORTHEAST

TOWER

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:4 :0

P

M

ENLARGED

NE STAIR

PLANS

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A2.13

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

FIRST LEVEL NE STAIR ENLARGED PLAN

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

SECOND LEVEL NE STAIR ENLARGED PLAN

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

THIRD LEVEL NE STAIR ENLARGED PLAN

KEYNOTES

02-04 EXISTING ELEVATOR WALLS TO REMAIN. PROTECT DURING DEMOLITION OF ADJACENT STAIR

LANDINGS

05-01 HSS STEEL CANTED COLUMN PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-02 HSS STEEL BRACING PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-06 EXTEND HANDRAIL HORIZONTALLY AT LEAST 12" BEYOND TOP RISER

05-07 CONTINUE HANDRAIL SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.

05-08 CONTINUOUS HANDRAIL AROUND GUARDRAIL AS SHOWN.

05-10 STEEL COLUMN PER STRUCTURAL

05-13 STEEL BOLLARD FILLED WITH CONCRETE, WITH BASE PLATE EMBEDDED INTO EXISTING SLAB BY EPOXIED ANCHOR BOLTS; SCAN PT SLAB PRIOR TO DRILLING TO ENSURE LOCATION IS FREE OF PT

TENDONS

05-52 METAL GUARDRAILS - 42" HIGH

05-53 METAL HANDRAIL - 34" TO 38" HIGH

05-60 METAL FRAMING SUPPORTS FOR DECORATIVE METAIL SCREENS

10-35 SIGNAGE, PER MANUFACTURER

Rev: Description Date:

5 BID

ADDENDUM 2

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TO FACE OF STUD, OR

CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRID LINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROM FACE OF FINISH TO FACE

OF FINISH, U.O.N.

3. SEE FLOOR PLANS FOR OVERALL DIMENSIONS.

4. REFER TO ACCESSIBLE DETAILS SHEET FOR TYPICAL CLEARANCES AND MOUNTING HEIGHT

REQUIREMENTS.

5. DIMENSIONS SHOWN IN ACCESSIBLE DETAILS SHALL TAKE PRECEDENCE OVER ANY REFERENCE

DIMENSIONS SHOWN ON DRAWINGS, SHOULD ANY DISCREPANCIES ARISE.

6. SEE GENERAL NOTES ON ELEVATIONS SHEET FOR ADDITIONAL INFORMATION.

7. REFERENCE 3/A8.01 FOR LIMITATIONS ON RAILING SEGMENT LENGTH TO ACCOUNT FOR

EXPANSION AND CONTRACTION OF METAL.

ENLARGED FLOOR PLAN GENERAL NOTES

Q R S

7 7

6.4 6.4

6.6 6.6

S.1

7.1

Q.8

UP

C

LR

5'-0"(14) TREADS @ 11" EACH = 12'-10"4'-9"2'-9"(VERIFY)

± 1'-5"

7'-4" (ABOVE)

(8) TREADS @ 11" EACH

6" TYPICAL

7'-8"

(7) TREADS @ 11" EA.

6'-5"8'-5"2'-9"

10'-5"

A5.04

A5.04

A5.04

A5.04

A3.10

A3.106

A3.10

A3.10 8

A3.111

A5.10

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5" (VERIFY)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

4'-9"

OFFSET

3'-8"

± 26'-9" (VERIFY)

(VERIFY)

± 1'-5"

± 1" CLEAR

O F E

X

IS

T

IN

G S

T A

IR

W

A

LL

S

(A P

P R

O X

LI

N E

(VERIFY W/

STAIR MFR.)

2'-9"

OFFSET 7'-8" (LANDING ABOVE)

6"

10-35

A5.04

A5.04

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

05-10

05-02

05-01

05-52

05-06

05-08

05-52

05-53

05-07

05-07

05-52

Q R S

7 7

6.4 6.4

6.6 6.6

S.1

7.1 7.1

Q.8

UP

DN

C

LR

(8) TREADS @ 11" EACH

7'-4" (ABOVE)7'-6"(VERIFY)

± 1'-5"

6" TYPICAL

7'-8"

(9) TREADS @ 11" EACH

8'-3"9'-4"

10'-5"

A5.04

A5.04

A5.04

A5.04

A3.10

A3.106

A3.10

A3.10 8

A3.111

A5.10

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5" (VERIFY)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

± 26'-9" (VERIFY)

(VERIFY)

± 1'-5"

± 1" CLEAR

(VERIFY W/

STAIR MFR.)

7'-6"

1'-10" OFFSET

± 1" CLR.

2'-9"

OFFSET 7'-8"

6"

10-35

05-60

A5.04

A5.04

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-10

05-01

05-08

05-52

05-53

05-07

05-07

05-5205-52 05-06

05-06

05-02

05-13

05-13

05-52

1'-9" 4'-0" 5'-0"

2'-6" 5'-0"

Q R S

7 7

6.4 6.4

6.6 6.6

S.1

7.1 7.1

Q.8

DN

C

LR

± 1" CLR.8'-7"(10) TREADS @ 11" EACH = 9'-2"7'-6"

25'-4"(VERIFY)

± 1'-5"

6" TYPICAL

± 1" CLR.7'-8"

(9) TREADS @ 11" EACH

8'-3"9'-4"

A5.04

A5.04

A5.04

A5.04

LANDING

7'-0"

A3.106

A3.10

A3.10 8

A3.111

± 38'-2" (VERIFY WITH EXISTING)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

/2

(VERIFY WITH EXISTING)

± 26'-9" ± 11'-5" (VERIFY)

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

± 26'-9" (VERIFY)

(VERIFY)

± 1'-5"

(VERIFY W/

STAIR MFR.) 11" OFFSET 7'-8"

6"

05-60

10-35

A5.04

A5.04

/2

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

(V E

R

IF

Y W

IT

H

E X

IS

T

IN

G

02-04

A8.02

05-10

05-01

05-02

05-5205-52

05-53

05-06 05-07

05-08 05-5205-52

05-06

05-52

05-53

05-52

A8.00

SIM

10"

1'-9" 4'-0" 5'-0"

2'-6" 5'-0"

05-13

05-13

05-52

KEY PLAN

SOUTHWEST

TOWER

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:4 :0

P

M

ENLARGED SE

STAIR PLANS

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A2.14

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

FIRST LEVEL SE STAIR ENLARGED PLAN

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

SECOND LEVEL SE STAIR ENLARGED PLAN

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

THIRD LEVEL SE STAIR ENLARGED PLAN

KEYNOTES

02-04 EXISTING ELEVATOR WALLS TO REMAIN. PROTECT DURING DEMOLITION OF ADJACENT STAIR

LANDINGS

05-01 HSS STEEL CANTED COLUMN PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-02 HSS STEEL BRACING PER STRUCTURAL; STEEL TO BE FINISHED WITH INTUMESCENT PAINT

PROVIDING NECESSARY FIRE RATING PER CODE SUMMARY (SEE A0 SHEETS)

05-06 EXTEND HANDRAIL HORIZONTALLY AT LEAST 12" BEYOND TOP RISER

05-07 CONTINUE HANDRAIL SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.

05-08 CONTINUOUS HANDRAIL AROUND GUARDRAIL AS SHOWN.

05-10 STEEL COLUMN PER STRUCTURAL

05-13 STEEL BOLLARD FILLED WITH CONCRETE, WITH BASE PLATE EMBEDDED INTO EXISTING SLAB BY EPOXIED ANCHOR BOLTS; SCAN PT SLAB PRIOR TO DRILLING TO ENSURE LOCATION IS FREE OF PT

TENDONS

05-52 METAL GUARDRAILS - 42" HIGH

05-53 METAL HANDRAIL - 34" TO 38" HIGH

05-60 METAL FRAMING SUPPORTS FOR DECORATIVE METAIL SCREENS

10-35 SIGNAGE, PER MANUFACTURER

Rev: Description Date:

5 BID

ADDENDUM 2

KEY PLAN

/2 A3.00

/1 A3.00

/3 A3.00

/4 A3.00

EXTERIOR ELEVATIONS LEGEND

OBJECT/PATTERN DESCRIPTION(S)

- EXISTING BRICK

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

- EXISTING CONCRETE

- PERFORATED METAL,

SEE EXTERIOR DETAILS FOR PROFILE

1. THERE IS NO SIDING MATERIAL OR PAINT COLOR CHANGE ON AN OUTSIDE CORNER OF THE BUILDING.

2. ALL COLOR & MATERIAL CHANGES OCCUR ON AN INSIDE CORNER.

3. SEE A3.11 FOR FRAME MATERIAL AND COLOR OF WINDOWS

4. EXISTING MATERIALS TO REMAIN UNLESS OTHERWISE NOTED.

EXTERIOR ELEVATION GENERAL NOTES

A

B

C

MATERIAL: EXISTING CONCRETE TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO BE PAINTED

FINISH: PAINTED

COLOR: SW 7019 "GAUNTLET GRAY"

EXTERIOR ELEVATION COLOR & FINISH LEGEND

MATERIAL: PERFORATED METAL PANEL

FINISH: PRE-FINISHED

COLOR: CLEAR ANODIZED

E

F

MATERIAL: COMPOSITE METAL PANEL

FINISH: PRE-FINISHED

COLOR: MATCH MATERIAL 'C'

D

MATERIAL: PAINTED STEEL AND STAIR COMPONENTS

FINISH: PAINTED

COLOR: SW 6994 "GREENBLACK"

G MATERIAL: STEEL FIN SUPPORTS

FINISH: PAINTED

COLOR: MATCH MATERIAL 'E'

H MATERIAL: BUILDING SIGNAGE

FINISH: PER SIGNAGE CONTRACTOR

COLOR: WHITE

J MATERIAL: NOT USED

FINISH:

COLOR:

K MATERIAL: METAL DOWNSPOUTS

FINISH: PAINTED

COLOR: TO MATCH MATERIAL 'C'

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

ABCDEFGHIJKLMNOPQRS 0S.1

A3.10

2 A3.10

SIM

SIM

B.O. BEAMS

193' - 6"

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

1234567 2.53.55.5 0.97.1 4.5

A3.10

A3.10

SIM

/2

/2

B.O. BEAMS

193' - 6"

A5.10

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

A B C D E F G H I J K L M N O P Q R S0 S.1Q.8B.2

A3.10

A3.10

B.O. BEAMS

193' - 6"

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

1 2 3 4 5 6 72.5 3.5 5.50.9 7.14.5

A3.10

A3.10

SIM

B.O. BEAMS

193' - 6"

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:4 :5

P

M

OVERALL

EXTERIOR

ELEVATIONS

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A3.00

SCALE: 1/16" = 1'-0"

NORTH ELEVATION - UNION STREET

SCALE: 1/16" = 1'-0"

EAST ELEVATION - HIGH STREET

SCALE: 1/16" = 1'-0"

SOUTH ELEVATION - MARION STREET

SCALE: 1/16" = 1'-0"

WEST ELEVATION - LIBERTY STREET

Rev: Description Date:

5 BID

ADDENDUM 2

12.9.25

1.

2.

3.

4.

THERE IS NO SIDING MATERIAL OR PAINT COLOR CHANGE ON AN OUTSIDE CORNER OF THE BUILDING.

ALL COLOR & MATERIAL CHANGES OCCUR ON AN INSIDE CORNER.

SEE A3.11 FOR FRAME MATERIAL AND COLOR OF WINDOWS

EXISTING MATERIALS TO REMAIN UNLESS OTHERWISE NOTED.

EXTERIOR ELEVATION GENERAL NOTES

A

B

C

MATERIAL: EXISTING CONCRETE TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO BE PAINTED

FINISH: PAINTED

COLOR: SW 7019 "GAUNTLET GRAY"

EXTERIOR ELEVATION COLOR & FINISH LEGEND

MATERIAL: PERFORATED METAL PANEL

FINISH: PRE-FINISHED

COLOR: CLEAR ANODIZED

E

F

MATERIAL: COMPOSITE METAL PANEL

FINISH: PRE-FINISHED

COLOR: MATCH MATERIAL 'C'

D

MATERIAL: PAINTED STEEL AND STAIR COMPONENTS

FINISH: PAINTED

COLOR: SW 6994 "GREENBLACK"

G MATERIAL: STEEL FIN SUPPORTS

FINISH: PAINTED

COLOR: MATCH MATERIAL 'E'

H MATERIAL: BUILDING SIGNAGE

FINISH: PER SIGNAGE CONTRACTOR

COLOR: WHITE

J MATERIAL: NOT USED

FINISH:

COLOR:

K MATERIAL: METAL DOWNSPOUTS

FINISH: PAINTED

COLOR: TO MATCH MATERIAL 'C'

EXTERIOR ELEVATIONS LEGEND

OBJECT/PATTERN DESCRIPTION(S)

- EXISTING BRICK

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

- EXISTING CONCRETE

- PERFORATED METAL,

SEE EXTERIOR DETAILS FOR PROFILE

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

76.4 6.6 7.1

S1

FC

A5.10

A

A3.11

C

K

E

G

E

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

A B C0 B.2

ALIGN WITH WALL

EDGE BELOW

CENTER LETTERS

ON EACH PANEL

A3.11

2 CD F

E

G

A

E

H3

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

6.46.6

FC

E

K A

C

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

ABC 0B.2

CF

C

D

BA

G

E

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

Q R S S.1Q.8

A5.10

D F C

E

G

A

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

7 6.46.67.1

S2

A3.11

A3.11 4F C K

A C

G

E

D

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

QRSS.1 Q.8

DFC

A

B

K

K

EB C

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

76.4 6.6 7.1

K C F D

C B

O

SALEM, OREGONT A

S

T E REF O

GON

ECT

D

TER

E

S R E

GI

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

5:

:3

PM

ENLARGED

BUILDING

ELEVATIONS -

STAIR

TOWERS

M A

RI

O

N P

A

RK

A D

E

RE

V

IT

A

LI

ZA

TI

O N

M A

RI

O

N S

T N

E, S

A

LE

M O

R

PERMIT SET

04.11.2025

A3.10

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

1 SW STAIR TOWER (NE SIM) - WEST ELEVATION

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

2 SW STAIR TOWER (NE SIM) - SOUTH ELEVATION

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

3 SW STAIR TOWER (NE SIM) - EAST ELEVATION

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

4 SW STAIR TOWER (NE SIM) - NORTH ELEVATION

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

5 SE STAIR TOWER (NW SIM) - SOUTH ELEVATION

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

6 SE STAIR TOWER (NW SIM) - EAST ELEVATION

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

7 SE STAIR TOWER (NW SIM) - NORTH ELEVATION

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

8 SE STAIR TOWER (NW SIM) - WEST ELEVATION

Rev: Description Date:

3 BID CLARI-

FICATIONS

10.24.2

5 BID

ADDENDUM 2

12.9.25

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

77.1

11'-6"

1'-6 1/4" 5'-6 1/2" 4'-5 1/4"

ALIGN, TYP

A

LI

G N

A5.10

A5.10

A5.10

A5.10

A5.10

A5.10

A5.10

A5.10

A5.10

A5.04

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

A0

11'-6"

ALIGN, TYP

A

LI

G N

A5.10

A5.10

A5.10

A5.10

1'-6 1/4" 5'-6 1/2" 4'-5 1/4" 8 1/2"

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

S1

± 5'-0 1/2"

EXISTING OPENINGS,

TYPICAL - FIELD VERIFY

INTERMEDIATE

HORIZONTAL MULLIONS

TO ALIGN WITH

EXISTING ADJACENT

CONCRETE REVEALS

AND/OR ACCENT BRICK

AS OCCURS (MATCH

DEMOLISHED MULLION

LOCATIONS), TYPICAL

A8.01

TYP

A8.01

TYP

(S2 SIM)

A8.01

TYP

G L-

G

L-

CURTAIN WALL GLAZING

GL-1: SINGLE-PANE, CLEAR,

LAMINATED GLASS, NON-

THERMALLY BROKEN

GL-2: DOUBLE-PANE, CLEAR,

LAMINATED GLASS, NON-

THERMALLY BROKEN

A8.01

TYP

CLEAR ANODIZED

FRAMING FINISH ON

CURTAIN WALL, TYP.

AVERAGE 1ST FLOOR

152' - 10"

AVERAGE 2ND FLOOR

171' - 0"

AVERAGE 3RD FLOOR

182' - 6"

T.O. WALL

197' - 2"

S2

± 5'-0 1/2"

EXISTING OPENINGS,

TYPICAL - FIELD VERIFY

INTERMEDIATE

HORIZONTAL MULLIONS

TO ALIGN WITH

EXISTING ADJACENT

CONCRETE REVEALS

AND/OR ACCENT BRICK

AS OCCURS (MATCH

DEMOLISHED MULLION

LOCATIONS), TYPICAL

A8.01

TYP

A8.01

TYP

A8.01

TYP

G L-

G

L-

CURTAIN WALL GLAZING

GL-1: SINGLE-PANE, CLEAR,

LAMINATED GLASS, NON-

THERMALLY BROKEN

GL-2: DOUBLE-PANE, CLEAR,

LAMINATED GLASS, NON-

THERMALLY BROKEN

A8.01

TYP

CLEAR ANODIZED

FRAMING FINISH ON

CURTAIN WALL, TYP.

1. THERE IS NO SIDING MATERIAL OR PAINT COLOR CHANGE ON AN OUTSIDE CORNER OF THE BUILDING.

2. ALL COLOR & MATERIAL CHANGES OCCUR ON AN INSIDE CORNER.

3. SEE A3.11 FOR FRAME MATERIAL AND COLOR OF WINDOWS

4. EXISTING MATERIALS TO REMAIN UNLESS OTHERWISE NOTED.

EXTERIOR ELEVATION GENERAL NOTES

A

B

C

MATERIAL: EXISTING CONCRETE TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO REMAIN

FINISH: EXISTING

COLOR: EXISTING

MATERIAL: EXISTING BRICK TO BE PAINTED

FINISH: PAINTED

COLOR: SW 7019 "GAUNTLET GRAY"

EXTERIOR ELEVATION COLOR & FINISH LEGEND

MATERIAL: PERFORATED METAL PANEL

FINISH: PRE-FINISHED

COLOR: CLEAR ANODIZED

E

F

MATERIAL: COMPOSITE METAL PANEL

FINISH: PRE-FINISHED

COLOR: MATCH MATERIAL 'C'

D

MATERIAL: PAINTED STEEL AND STAIR COMPONENTS

FINISH: PAINTED

COLOR: SW 6994 "GREENBLACK"

G MATERIAL: STEEL FIN SUPPORTS

FINISH: PAINTED

COLOR: MATCH MATERIAL 'E'

H MATERIAL: BUILDING SIGNAGE

FINISH: PER SIGNAGE CONTRACTOR

COLOR: WHITE

J MATERIAL: NOT USED

FINISH:

COLOR:

K MATERIAL: METAL DOWNSPOUTS

FINISH: PAINTED

COLOR: TO MATCH MATERIAL 'C'

EXTERIOR ELEVATIONS LEGEND

OBJECT/PATTERN DESCRIPTION(S)

- EXISTING BRICK

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

- EXISTING CONCRETE

- PERFORATED METAL,

SEE EXTERIOR DETAILS FOR PROFILE

O

SALEM, OREGON

T A

S

TE RE

F O

GO

N

EC

T

D

TE

RE

S R

EG

I

ARCHIT

AARON RAY TERPENING

www.cbtwoarch.com

PERMIT SET

Issue:

Date:

/8

/2

:5 :1

P

M

ENLARGED

BUILDING

ELEVATIONS -

SIGNAGE,

SCREENS,

CURTAIN

WALL

M A

R

IO

N P

A R

K A

D E

R E

V

IT

A

LI

Z A

T

IO

N

M

A R

IO

N

S T

N E

S A

LE

M

O R

PERMIT SET

04.11.2025

A3.11

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

SE SIGNAGE (NW SIM) - ENLARGED ELEVATION

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

SW SIGNAGE (NE SIM) - ENLARGED ELEVATION

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

SW ELEVATOR CURTAIN WALL (NE SIM)

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

SE ELEVATOR CURTAIN WALL (NW SIM)

Rev: Description Date:

3 BID CLARI-

FICATIONS

10.24.2

4 BID

ADDENDUM

11.21.

5 BID

ADDENDUM 2

12.9.25