CTR075036_Contract_Amendment_Summary_6.pdf

ARIZONA DEPARTMENT OF TRANSPORTATION

1655 W. Jackson Street, MD 100P

Phoenix, AZ 85007

Contract Amendment Summary CONTRACTOR: SD Crane Builders Inc. AMENDMENT NO.: Six (6) DESCRIPTION: Tucson North MVD Remodel

Rev. 03/2025

Pursuant to the Uniform Terms and Conditions, Section 5, Contract Changes, the above referenced contract is amended. Summary of changes is as follows:

1. Line item CTR075036-1 Tucson North MVD Remodel per the technical specifications & drawings, increased from $2,640,222.85 to $2,660,773.45 total cost. See attached CO.

2. Line item CTR075036-3 Base Bid Tax increased from $149,304.59 to $150,466.73. See attached CO.

3. All other terms, conditions and provisions of this contract remain unchanged.

javascript:void('0') javascript:void('0')

Construction Contract Change Order Summary No. ____

Contract/APP No. Contract/APP Amendment No:

Project Name: Project No: Statutory Review No:

Design Professional: Contractor: ADOT Project Manager:

ALL OTHER REQUIREMENTS, SPECIFICATIONS, TERMS AND CONDITIONS REMAIN UNCHANGED

ACKNOWLEDGEMENT AND AUTHORIZATION

Page | 1 of 1

1. Check box(es) below best describing the Construction Change Order to the Contract:

☐ Contractor cost increase to Contract due to Additional Work.

☐ Contractor cost reduction to Contract.

☐ Contractor to increase number of calendar days to date of Substantial Completion of the Project.

☐ Contractor �no cost� change to Contract.

☐ Use of Contingency ☐ Other (Provide Description) _______________________________________________________________.

2. Contractor shall provide complete description of reduced or Additional Work, including documents in support of the Change Order (e.g., drawings, material substitution literature, cost reduction or increase detail including breakout of labor, materials, markup and tax). Contractor shall use the Construction Change Order Worksheet (Exhibit J1) to provide a detailed breakdown of any change to the Project Cost.

3. By signing and executing this Change Order, the Contractor and Agency agree to a price for the Additional Work, as detailed below. This price shall cover any and all Costs associated with the Additional Work including, but not limited to, Costs associated with delay of the Contractor's Work, if any.

Should the Additional Work impact the Schedule, the Agency and Contractor have agreed to extend the date for Substantial Completion as reflected below.

4. Contractor agrees that the payment authorized by this Change Order, if any, is in full settlement of any and all causes of action, including but not limited to, any claim resulting from delays to the time to Substantial Completion caused by this Change Order which Contractor or any of its Subcontractors, suppliers and the officers, agents, and employees of each of them, may now have or may assert in the future against the Agency, or its officers, employees and agents, arising out of, or associated with, this construction Change Order.

In accordance with the terms of the Contract, the following detailed changes are proposed (attach additional information as needed):

Original Contract Sum $

Previous Change Orders to Contract $

Net Change for this Change Order to Contract (attach Exhibit J1 for details as needed) $

New Contract Sum $

Number of Calendar Days for Time Extended for Substantial Completion for this Change Order Days

Revised Substantial Completion Date due to this Change Order

Contractor (Firm Name): Address: Authorized Signature and Date:

Design Professional (Firm Name): Address: Authorized Signature and Date:

ADOT Procurement Officer Name:

Agency Name and Address: Authorized Signature and Date: ADOT Project Manager Name:

Agency Name and Address: Authorized Signature and Date:

State of Arizona Department of Transportation

206 S 17th Ave Phoenix, AZ 85007

ADOA Chief Compliance Officer Name:

Agency Name and Address: Authorized Signature and Date:

This Change Order shall modify the Contract only upon the signed approval of the Contractor, Design Professional, ADOT Procurement Officer as specified in the signature block. When signed by all parties this Change Order becomes effective immediately and the Contractor shall proceed with the change(s) identified and approved.

3,021,688.18

273,745.88 21,712.73

3,317,146.79

12/17/2026

CTR075036 06

CTR075036 HD-24-15

Shive-Hattery SD Crane Builders Andrew May

See attached J1.

SD Crane Builders, Inc.

Shive-Hattery, Inc.

Andrew May

Patrick Holt

Elizabeth Blakley

1215 W. Rio Salado Pkwy #109 Tempe, AZ 85281 4330 N. Campbell Ave., Suite 268 Tucson, AZ 85718 1655 W. Jackson St.

Phoenix, AZ 85007 1400 W. Washington St., #B200 Phoenix, AZ 85007 1655 W. Jackson St.

1655 W. Jackson St.

ADOT Tucson North MVD Renovation

08/04/2025

08/05/2025

08/07/2025

08/07/2025

08/12/2025

COR No.6

Date: 6/23/25

Item

No.

Subcontractor Trades

Q ty

U n it s

Unit Price Extension Q ty

U n it s

Unit Price Extension Totals

Ceiling on Road Test Canopy R.F.I. #7 -$ -$ 10,195.00$

ASI #7, Electrical Panels & Wall Thickness R.F.I. #45, Ceiling in Storage Room 108 R.F.I. #46 -$ -$ 6,987.00$

17,182.00$

Owner Request 4.00% 687.28$

Hidden Condition 10.00% 1,786.93$

3.00% 589.69$

Prepurchase Materials 0.50% 101.23$

Omission in Construction docs 1.00% 203.47$

Transfer to/from Contingency 5.655% 1,162.14$

Other 21,712.73$

Approval of this Change Order Request will increase (decrease) the Schedule by: Calendar Days 15

Form 8.14. rev 8.10.2021 r5

Total Cost

Address Authorized Signature & Date

Construction Services Manager Address Authorized Signature & Date

Contractor

Design Professional Address Authorized Signature & Date

ADOT Project Manager Address Authorized Signature & Date

Fee

This Change will require Statutory Review: Yes No

General Conditions

Builders Risk

Tax

Insurance

Bond

Schedule of Values by Trade

The Contractor hereby requests a Change in the Contract Sum and/or Time, conforming to Article 1.2 of the Uniform Terms and Conditions, the Work described herein will not start until this Change Order Request has been signed by all parties.

Labor Material

Check the box best describing the Cause of this Change Subtotal

Exhibit J1

Change Order Request

State of Arizona

General Services Division

1400 West Washington St

Phoenix, AZ 85007

Project Name: ADOT Tucson North MVD Renovation State Project No:CTR075036

Contractor Project No: 24-322Contractor: SD Crane Builders Inc.

SD Crane Builders Inc. 1215 W. Rio Salado Pkwy #109 Tempe, AZ 85281 7/15/25

Shive-Hattery, Inc.

Andrew May

Patrick Holt

4330 N. Campbell Ave., Suite 268 Tuscon, AZ 85718

1655 W. Jackson St.

Phoenix, AZ 85007

1400 W. Washington St., #B200 Phoenix, AZ 85007

08/05/2025

Project: HD-24-015 ADOT- Tucson North MVD Renovation

(HD-24-015)

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #7: R.F.I. #007 Ceiling on Road Test Canopy

Status Open

To Joel Mesik (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Mar 7, 2025 Due Date Mar 11, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Adam Cherilla (SD Crane Builders Inc.), Jeff Murray (SD Crane Builders Inc.)

Activity

Question Question from Kyle Burns SD Crane Builders Inc. on Friday, Mar 7, 2025 at 02:39 PM MST Joel, For your review please see attached R.F.I. #007 Ceiling on Road Test Canopy. Please advise.

Thank you, Attachments R.F.I. #007 Ceiling on Road Test Canopy.pdf

Awaiting an Official Response

All Replies Response from Kyle Burns SD Crane Builders Inc. on Friday, Apr 11, 2025 at 03:10 PM MST Melissa, Thank you for the response regarding this R.F.I. We will move forward accordingly. Before we send it out for pricing we will wait for the final detail from the structural engineer.

Thank you Melissa, Page 1 of 2 Printed On: Apr 11, 2025 03:10 PM MST

Response from Melissa de la Gardelle Shive Hattery on Thursday, Apr 10, 2025 at 11:04 AM MST After the site field from the structural engineer, it is concluded that the fasteners that connected the soffit to the lintel had come loose at the portion of soffit that was sagging. The structural engineer recommends that the soffit be jacked up and a new horizontal steel plate be welded to the bottom flange of the existing lintel (see attached sketch SK-06). It is recommended that the repair occur along the full length of the east and west edges of the canopy. The sizes of the plates and welds will be provided once the structural engineer has completed his calculations. Contractor shall patch and repair soffit, texture and color to match existing.

Attachments R.F.I. #007_S-H Response.pdf

RFI #7 - R.F.I. #007 Ceiling on Road Test Canopy Project: HD-24-015 ADOT- Tucson North MVD Renovation (HD-24-015)

Page 2 of 2 Printed On: Apr 11, 2025 03:10 PM MST

REQUEST FOR INFORMATION

RFI #007

Subject: Ceiling on Road Test Canopy

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 007

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 3/7/25

Project Number: 23-361 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information Request:

On sheet D2.2 keynote #3 states that the existing ceiling of the canopy is to remain. During our pre-construction walk through we noticed that the canopy framing looks like it needs to be repaired/refastened. See pictures and let us know if this is something that will need to be addressed.

See Drawings and photo attached below.

Thank you, D2.2 Keynote #3

Response Date:

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: Yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

After the site field from the structural engineer, it is concluded that the fasteners that connected the soffit to the lintel had come loose at the portion of soffit that was sagging. The structural engineer recommends that the soffit be jacked up and a new horizontal steel plate be welded to the bottom flange of the existing lintel (see attached sketch SK-06). It is recommended that the repair occur along the full length of the east and west edges of the canopy. The sizes of the plates and welds will be provided once the structural engineer has completed his calculations. Contractor shall patch and repair soffit, texture and color to match existing.

April 10, 2025

Shive-Hattery

Marcus Attson

Shive-Hattery

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NOTE: ALL ITEMS ARE EXISTING UNLESS NOTED OTHERWISE

SEE D2.0 DEMOLITION FLOOR PLAN AND D2.1 DEMO ROOF PLAN FOR ADDITIONAL NOTES

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# KEYNOTES

1 DEMOLISH EXISTING ACT CEILING, LIGHTING AND HVAC DEVICES THIS AREA

2 DEMOLISH EXISTING METAL ROOFING AND STRUCTURE IN ITS ENTIRETY

3 EXISTING CEILING THIS AREA TO REMAIN, REMOVE LIGHTING AND HVAC

DEVICES, AND ANY ACCESS PANELS THIS AREA. PATCH AND REPAIR

DRYWALL AS REQUIRED.

4 DEMOLISH GWB CEILING, LIGHTING AND HVAC DEVICES, AND ANY ACCESS

PANELS THIS AREA

5 DEMOLISH EXTERIOR STUCCO CEILING AND LIGHTING THIS AREA

6 REMOVE EXISTING LIGHTING

8 EXISTING STORAGE SHED TO REMAIN

9 EXISTING FLAG POLE TO REMAIN - ELEVATION OF GRADE AT FLAGPOLE TO

REMAIN

10 DEMOLISH EXISTING GWB SOFFIT

GENERAL DEMOLITION NOTES

SEE 'GENERAL DEMOLITION NOTES' ON SHEET D2.0

DEMOLISHED DOOR BELOW - INFILL EXTERIOR WALL AT DEMOLISHED DOOR

SEAL

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MESIK

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3/28/2024

This side of the canopy is where the ceiling is sagging/smiling

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications Planning & Construction Services

04/22/2024 9:55:22 AM

EXISTING W16X26 BEAM

EXISTING CMU

EXISTING STEEL

BOTTOM PLATE

SUSPENDED STUCCO SOFFIT

WELD STEEL PLATE TO BOTTOM

OF EXISTING PLATE - SIZE OF

PLATE AND WELD TBD

EXISTING LEDGER AND

TJI JOIST

SK-06

SK-06

PROVIDE SOFFIT SUPPORT ALONG

FULL LENGTH OF EAST AND WEST

CANOPY EDGE

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1 1/2" = 1'-0"1 CANOPY CEILING DETAIL

1/8" = 1'-0"2 REFLECTED CEILING PLAN - ROAD TEST CANOPY

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Date: 4/1/2025

C.O. #: 2502603

Client / Contractor: Project:

RFP #:

Contractor Project #:

Amount

$408.00

$408.00

Submitted By: Accepted By:

RCD Demolition LLC

Signature:

Eric Vazquez

Total:

Cut, remove, and legally dispose of existing stucco finish from Road Test Canopy

(24" x 24" opening - 2ea)

Attn: Kyle Burns, Jeff Murray

1215 W. Rio Salado Pkwy, Suite 109

7330 N. Shannon Road

Tucson, AZ 85741

SD Crane Builders, Inc.

CHANGE ORDER

Eric Vazquez, Project Manager

Tucson North MVD Building

Tempe, AZ 85281

Change Order Description: Remove Stucco Finish from Road Test Canopy

24322-004

Date : 5/15/2025

Job #: 24463

CO #: 1

620 W. Commerce Ave.

Gilbert, AZ 85233 Phone: 480.926.6062 Fax: 480.926.6063

S&H Steel Co. LLC

ADOT Tucson MVD Renovation

Job Location: 7330 N SHANNON RD

TUCSON AZ 85741

Change Order Request Kyle Burns SD Crane 1901 E University Drive suite 330 Mesa, AZ 85203 Phone: 480-832-1777

To:

Added Plate @ Road test Canopy ceiling sagging

Change Requested By:

Sent Via: E-mail

Description of Change:

Added Plate @ Road test Canopy ceiling sagging (SSE Sketch)

Material: $250.00 Fabrication: $ 250.00 Shipping: $170.00 Field Labor $3,325.00 Equipment $822.00 $4,817.00

OH&P : $723.00

TOTAL: $5,540.00

A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this C.O. in our office. Please respond by 5/16/2025.

If the requested response time is not met, the project may be delayed.

Accepted By S&H Steel Co. LLC

Hansen-Kramer Stucco Inc.

Quality Since 1988

July 11, 2025

SD Crane

RE: Ceiling repairs – ADOT North

Drive through ceiling repairs per photos sent:

Lath, scratch and brown coat, dash finish to resemble existing

ADD $3,680.00

2100 E. Beverly Drive, Tucson AZ 85719

Office: (520) 743-9611 // hansenkramer@aol.com Lic. CR36-079004

Project 2172304350

October 24, 2024

ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS

A.S.I. NO. #07

Owner Architect Consultant Contractor SHEET OF Field Rep.

Other DATE

PROJECT: ADOT Tucson North MVD Renovation PROJECT DATED:

7330 N Shannon Rd Tucson, AZ 85741

OWNER: Arizona Department of Transportation CONTRACT TYPE:

1655 W Jackson St, MD129F Phoenix, AZ 85007

CONTRACTOR: SD Crane ARCHITECT’S PROJECT NO:

1901 E University Dr, Suite 330 Mesa, AZ 85203 CONTRACTOR’S PROJECT NO:

A) The following supplemental instructions are included in the original scope of work and shall be carried out in accordance with contract documents, with no change to contract sum.

B) Please acknowledge your acceptance and return a copy to the Architect.

Description:

• Additional information has been provided to address roof parapet hip detail and the wall furring at the existing split face CMU walls.

Attachments:

▪ SK-13 – Roof Hip Detail

▪ SK-14 – Enlarged Floor Plan – Wall Furring

▪ SK-15 – Aluminum Storefront Jamb Detail

BY ACCEPTED

Shive-Hattery CONTRACTOR DATE

X

June 26, 2025

1 1

ADOT

2172304350

23-361

PER RFI 24

PARAPET INFILL

PROVIDE 3-5/8" METAL STUDS @ 16"

O.C. - SLOPE @ 45 DEGREES

EXISTING CMU PARAPET TO REMAIN

METAL STUD ATTACHMENT TO DECK

PER STRUCTURAL DETAIL 213

ROOF

SLOPE

6" METAL STUD PER STRUCTURAL DETAIL 213

PARAPET HIP - SINGLY PLY TPO MEMBRANE

OVER 1/2" PLYWOOD OVER METAL STUD

4330 N CAMPBELL AVE, STE #268

TUCSON, ARIZONA 85718

520.408.1044 | SHIVE-HATTERY.COM

DATE

DRAWN BY

APPROVED BY

SCALE

FIELD BOOK

REVISION

Au to de sk

R ev it

06-24-2025

PROJECT

NUMBER

6/

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1/4" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-13

SHIVE-HATTERY

1/4" = 1'-0"1 ENLARGED ROOF PLAN - PARAPET HIP

ALIGN

ALIGN

AL04

ALIGN

5/8" GWB OVER 3 5/8" METAL

STUDS (43-MIL) @ 16" O.C. W/ 43-

MIL BOTTOM TRACK WITH SHOT

PINS @ 16" O.C. MAX.

4' -1

/2

7'

-1 1"

5' -9

/2

2'-5 1/2" 1'-10"+/-

2 1/2"2 1/2"

SK-15

4330 N CAMPBELL AVE, STE #268

TUCSON, ARIZONA 85718

520.408.1044 | SHIVE-HATTERY.COM

DATE

DRAWN BY

APPROVED BY

SCALE

FIELD BOOK

REVISION

Au to de sk

R ev it

06-26-2025

PROJECT

NUMBER

6/

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1/4" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-14

1/4" = 1'-0"1 ENLARGED FLOOR PLAN - ADDITION

ALUM STOREFRONT - ALIGN INTERIOR FACE

OF FRAME WITH INTERIOR FACE OF CMU

PROVIDE 3-5/8" FRAMING

PROVIDE METAL STUDS FURROUT TO ALIGN

WITH EXISTING WALL FURROUT

EXISTING CMU BLOCK TO REMAIN - AT FLUTED

PORTION OF CMU, CONTRACTOR SHALL REMOVE

FLUTE FOR INSTALLATION OF METAL STUDS

EXISTING CMU WALL TO REMAIN

EXISTING GWB WALL TO REMAIN

PATCH AND REPAIR DRYWALL TO MATCH

ADJACENT TEXTURE AND COLOR

PROVIDE PREFIN 20-GA ALUM BREAK METAL TRIM

ALONG JAMB OF STOREFRONT AS SHOWN -

WRAP BREAK METAL FOR WEATHERTIGHT

INSTALLATION - ALUM FINISH TO MATCH PAC-

CLAD SILVERSMITH

BACKER ROD AND SEALANT EA. SIDE OF

STOREFRONT

4330 N CAMPBELL AVE, STE #268

TUCSON, ARIZONA 85718

520.408.1044 | SHIVE-HATTERY.COM

DATE

DRAWN BY

APPROVED BY

SCALE

FIELD BOOK

REVISION

Au to de sk

R ev it

06-26-2025

PROJECT

NUMBER

6/

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1 1/2" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-15

1 1/2" = 1'-0"1 ALUM STOREFRONT JAMB DETAIL

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #45: R.F.I. #045 Electrical Panels & Wall Thickness

Status Open

To Joel Mesik (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jun 13, 2025 Due Date Jun 17, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of Transportation), Jeff Murray (SD Crane Builders Inc.)

Activity

Question Question from Kyle Burns SD Crane Builders Inc. on Friday, Jun 13, 2025 at 06:48 AM MST Joel, For your review please see attached R.F.I. #045 Electrical Panels & Wall Thickness. Please advise.

Attachments R.F.I. #045 Electrical Panels & Wall Thickness.pdf

Awaiting an Official Response

All Replies Response from Marcus Attson Shive Hattery on Tuesday, Jun 24, 2025 at 01:54 PM MST See attached PDF for response.

Attachments R.F.I. #045 Electrical Panels & Wall Thickness_S-H Response.pdf

Page 1 of 1 Printed On: Jun 27, 2025 01:44 PM MST

RFI #045

Subject: Electrical Panels & Wall Thickness

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:45

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 6/13/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

A2.0

This RFI is regarding the panels M and L1. The panels measure 5.75” in depth and are called to be located in the corridor leading to the break room at the Employee Womens Restroom Wall which is a 3 5/8” steel framed wall. Is it acceptable to fur out this corridor wall with 1 5/8” steel studs to keep the drywall flush with the face of the panel cover? Please advise.

See drawing and photos attached.

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact:

Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

It is acceptable to furr-out the the corridor wall with 1-5/8" metal stud to provide the drywall flush with the face of electrical panels M and L1.

06/24/2025

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #46: R.F.I. #046 Ceiling in Storage Room 108

Status Open

To Joel Mesik (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jun 17, 2025 Due Date Jun 20, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of Transportation), Jeff Murray (SD Crane Builders Inc.)

Activity

Question Question from Kyle Burns SD Crane Builders Inc. on Tuesday, Jun 17, 2025 at 07:03 PM MST Joel, For your review please see attached R.F.I. #046 Ceiling in Storage Room 108. Please advise.

Thank you, Attachments R.F.I. #046 Ceiling in Storage Room 108.pdf

Awaiting an Official Response

All Replies Response from Marcus Attson Shive Hattery on Tuesday, Jun 24, 2025 at 01:57 PM MST See attached PDF for response.

Attachments R.F.I. #046 Ceiling in Storage Room 108_S-H Response.pdf

Page 1 of 1 Printed On: Jun 27, 2025 01:59 PM MST

RFI #046

Subject: Ceiling in Storage Room 108

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:46

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 6/17/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

D2.2 & A2.2

This RFI is regarding the ceiling in storage room 108 and the area just outside the storage room by panel A. The RCP demo plan D2.2 calls for the existing ceiling to remain and the new RCP shows the ceiling to be a GWB hard lid and to remain at 7’. During Demo, our demo crew had removed the ACT in these areas and the existing ceiling height was 8’ with the ¾”X ¾” fry reglet shadow detail (see picture). Please provide direction on if this ceiling is to be reinstalled at 7’ or 8’ with ACT or if this area is to be framed in and GWB to be installed. This area is also calling for can lights and K3 surface mounted lighting just for reference. Please let me know if you have any questions.

Please see drawings and photo attached below, Thank you, Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: Yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

Contractor shall provide GWB ceiling in Storage Room 108 and the adjacent hallway. Fry reglet shadow detail trim shall be removed and ceiling shall be installed at 8' A.F.F. with 6" metal studs (30-mil) at 16" O.C.

06/24/2025

3 3

B

B

4 4

C

C

D

D

E

E

5 5

1 1

2 2

1 1

TYP. 7

NOTE: ALL ITEMS ARE EXISTING UNLESS NOTED OTHERWISE

SEE D2.0 DEMOLITION FLOOR PLAN AND D2.1 DEMO ROOF PLAN FOR ADDITIONAL NOTES

7 SEAL

AP

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1/8" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN

N

# KEYNOTES

1 DEMOLISH EXISTING ACT CEILING, LIGHTING AND HVAC DEVICES THIS AREA

2 DEMOLISH EXISTING METAL ROOFING AND STRUCTURE IN ITS ENTIRETY

3 EXISTING CEILING THIS AREA TO REMAIN, REMOVE LIGHTING AND HVAC

DEVICES, AND ANY ACCESS PANELS THIS AREA. PATCH AND REPAIR

DRYWALL AS REQUIRED.

4 DEMOLISH GWB CEILING, LIGHTING AND HVAC DEVICES, AND ANY ACCESS

PANELS THIS AREA

5 DEMOLISH EXTERIOR STUCCO CEILING AND LIGHTING THIS AREA

6 REMOVE EXISTING LIGHTING

8 EXISTING STORAGE SHED TO REMAIN

9 EXISTING FLAG POLE TO REMAIN - ELEVATION OF GRADE AT FLAGPOLE TO

REMAIN

10 DEMOLISH EXISTING GWB SOFFIT

GENERAL DEMOLITION NOTES

SEE 'GENERAL DEMOLITION NOTES' ON SHEET D2.0

DEMOLISHED DOOR BELOW - INFILL EXTERIOR WALL AT DEMOLISHED DOOR

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E

NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

WALL TO EXTEND TO DECK

RECESSED CAN

DOWNLIGHT LED

RECESSED 2x4 LED

WALL PACK LIGHT

2' X 2' ACT DROP CEILING

2' X 4' ACT DROP CEILING

GWB CEILING

LINEAR SUSPENDED

FIXTURE

EXIT SIGN

WALL TO EXTEND 6" ABOVE

ADJACENT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

WALL-MOUNTED DUCTLESS

UNIT

RCP LEGEND

GYPSUM BOARD CONTROL

JOINT

CEILING TYPE

CEILING HEIGHT

1t

SURFACE MOUNTED LIGHT

FIXTURE

INTERIOR CEILING MOUNTED

CCTV DOME - BY OWNER

EXTERIOR WALL MOUNTED

CCTV - BY OWNER

INTERIOR WALL MOUNTED

CCTV DOME - BY OWNER

MD MOTION DETECTOR - BY

OWNER

G.C.J.

ROOF ACCESS HATCH

(EXISTING)RA

SURACE MOUNTED LINEAR

LED

WALL MOUNTED LINEAR LED

18" X 18" ACCESS PANEL

SOFFIT PANELS - SMOOTH

SOFFIT PANELS - VENTED

A

A

3 3

B

B

4 4

A4.1

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ACT

9'-11"

A4.1

A4.0

OPEN TO

ABOVE -

SEE

DETAIL

2/A2.2

5' -2

/2

ETR

7'-0"

ETR

7'-0"

ETR

14'-0"

ETR

7'-0"

ETR

7'-0"

ETR

7'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

ACT

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-0"

ACT

8'-4"

GWB

8'-6"

ACT

8'-0"

DIGITAL DISPLAY INDICATORS AT EACH WORKSTATION

(ALIGN WITH LIGHTING)

WIREMOLD POWER POLES TO SERVE EVERY 1-2 WORKSTATIONS

REPLACEMENT METAL ROOF

CANOPY

GWB

11'-8"

A9.0

A9.0

2'-2"

2' -2

2'-2"

GWB

8'-4"

14'-1"

'-0

ETR

7'-0"

5"

C L

EQ

EQ

CL3'-1 1/2"

CLCL

TYP.

5'-9 1/2"

SURFACE MOUNTED EXTERIOR

LED DOWNLIGHT, TYP OF 4

G .C

.J

G .C

.J

G .C

.J

G .C

.J

A8.3

A8.3

A8.3

A8.23

A8.2

A8.2

A8.3

A8.3

SIM.

A8.2

GWB

8'-0"

A9.0

1' -9

ETR

A5.0

A5.0

CCTV MOUNTED BELOW CANOPY

ROOF

MD

MD

MD

MD

MD

15'-5"

NONE

ACT

8'-6"

ACT

8'-6"

A7.0

A7.0

RA

A2.1

CABLE TRAY ABOVE CEILING

SHOWN DASHED

ACT

8'-6"

2' -2

1'-4"

2' -6

@ STOREFRONT

A2.1

6@ MTL

AWNING

A2.2

A2.2

9' -2

/2

B

B

4 4

A4.1

A4.0

21'-8"

'-2

/2

PREFINISHED METAL

SOFFIT PANELS,

CONCEALED FASTENERS

GWB ATTACHED TO

UNDERSIDE OF ROOF

JOISTS

ALUMINUM STOREFRONT

CLERESTORY WINDOWS

GWB

VARIES

PREFINISHED METAL

GUTTER & DOWNSPOUT

A7.0

A7.0

A7.0

2' -0

A7.0

2' -0

A8.2

TYP. @

JAMBS

A8.2

A8.2

CLCL

4'-10" 7'-0" 4'-10"

G.C.J.

ALIGN LIGHTS TO

CENTER OF MULLIONS,

TYP

SIM. - NO GWB

IN CHASE

SOFFIT VENT CALCULATION

SOFFIT AREA: 183.94 SF

REQUIRED: 1.23 SF

PROVIDED: 59.10 SF

C L C L

C O

LU

M

N S

7' -6

" T

YP

EQUALLY SPACED

17'-2" - [3] COLUMNS

3' -9

/2

3"

FACE OF WALL

1'-9" DIM TO

1'-1"

CL17'-8"

2'-0" DIM TO FACE OF WALL

SAME CONDITION @

NORTH BOX BEAM

B

A4.1

A4.0

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

15'-5"

EXISTING

GLULAM BEAMS

(HIGH AND

LOW - TYP. 6)

TO REMAIN

METAL AWNING BELOW -

SEE DETAILS A2.1

EXISTING STEEL COLUMN TO

REMAIN

EXISTING

MASONRY

PARAPET BELOW

P1

EXISTING STEEL

COLUMN/GLULAM BEAM

ASSEMBLY TO REMAIN

EXISTING STEEL

COLUMN/GLULAM

BEAM ASSEMBLY TO

REMAIN

O

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R [E

] P

AR

AP

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FU

R

R O

U T

OVER [E] PARAPET

18'-4" +/- FURROUT

WALL MOUNTED

SCONCE LIGHT

FIXTURE

(UP/DOWN LIGHTS)

@ 11'-0"

NOTE: NEW WALLS

SHOWN GRAY FOR

CLARITY

EXISTING STEEL

COLUMN TO REMAIN

EXISTING STEEL

COLUMN TO REMAIN

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

EQ.

CL

DOWNSPOUT AND

PRECAST CONC

SPLASH BLOCK @

ROOF

EQ.

E2

E2

E3

E3

SEE DETAIL 2/A2.2 FOR

CLERESTORY RCP

SEAL

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1/8" = 1'-0"1 REFLECTED CEILING PLAN

GENERAL RCP NOTES

A. ALL INTERIOR PARTITION WALLS TO EXTEND FULL HEIGHT TO DECK ABOVE, U.N.O.

B. ALL EXPOSED BEAMS, DUCTWORK, CONDUIT, PIPING, AND METAL DECK SHALL BE

PAINTED.

C. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AT ALL LOCATIONS OF

MECHANICAL UNITS, PLUMBING VALVES, AND ELECTRICAL JUNCTION BOXES AND

DISCONNECT SWITCHES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR EXACT LOCATIONS AND QUANTITIES. PAINT TO MATCH CEILING.

D. IF ANY CONFLICTS IWTH SPECIFIED CEILING HEIGHTS ARISE FROM INSTALLED

LOCATIONS OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS OR IF CEILING

HEIGHTS ARE NOT SPECIFIED, CONTACT ARCHITECT IMMEDIATELY FOR

RESOLUTION, PRIOR TO COMMENCING ANY WORK.

E. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILING SYSTEM.

F. ALL WALLS IN ROOMS WITH EXPOSED STRUCTURE SHALL BE FULL HEIGHT AND

SEALED TO DECK ABOVE.

G. PROVIDE CONTROL JOINTS IN GWB PARTITIONS EXCEEDING 30'-0" IN LENGTH

N

1/8" = 1'-0"2 REFLECTED CEILING PLAN - HIGH ROOF AT ENTRY N

1/8" = 1'-0"3 REFLECTED CEILING PLAN - HIGH ROOF AT ENTRY N

UP TO 18'-0" A.F.F.ABOVE 18'-0" A.F.F.

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E

NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

Romanoski Glass & Mirror

CHANGE ORDER FORM

Phone: (520) 748-05000 psmith@romanoskiglass.com From: Paul Smith, Estimator

To: Concord Date: 07 11 25 Project: MVD Tucson North Subject: Aluminum Brake Metal Trim ADD per SK-14 No. 1 (Left Jamb Condition)

Attention: Jeff Murray Regarding:

C/O Proposal – This Change Order Proposal Includes:

Aluminum Brake Metal Trim ADD per Detail Per SK-14 No. 1 (Left Jamb Condition), requiring aluminum brake metal trim at (3-Locations.)

Includes (3-each) 1” X 4” X 1” X 98” Tall, (.063”) THICK “C” channel shape.

Clear Anodized Exposed Finish. Installed Complete at AL2, AL3 and AL5.

Complete installation in Place for the Sum of: $830.00, Tax Excluded.

Thanks!

Any questions, please hit me back.

Respectfully, Paul A. Smith Estimator/Project Manager/Drafting/Design 520-748-0500

Received by: ________________________________

Date: _________________ SHEET 1 OF 1

405 S. CLARK DR.

TEMPE, AZ 85288

PHONE: 480-951-4169

AZ ROC #339524 KB-1

Page | 1

Delivering On-time, On-Budget, and On-Satisfaction Results—Always

Date: Wednesday, July 2, 2025

Proposal to: SD Crane Project: ADOT Tucson MVD North Kyle Burns 7330 N Shannon Rd.

1215 W. Rio Salado Pkwy. #109 Tempe, AZ 85281

Tucson , AZ 85741

Phone: 480-832-1777 Architect:

Fax: Plan Date: Wednesday, July 2, 2025

SCOPE OF WORK: Metal Stud & Drywall

Scope per ASI #07,RFI #45, RFI #46

EXCLUSIONS:

▪ Hot mud or fast set mud and additional man hours required for its installation

▪ Prevailing Wages not used

▪ Payment of bonds premiums, permits & licenses

▪ Any WRAP insurance program premium that may be in place

▪ Dumpster for debris removal to be provided by others at no charge to Design

▪ Heat, lights, water, power, ventilation, and weather protection

▪ Responsibility for the drawings meeting requirements of codes, ordinances or design

▪ Shop drawings, engineering or laboratory testing

▪ State and local taxes; require AZ Form 5005 (AZ Dept. Revenue Prime Contractors Cert.)

▪ Overtime work and off hours work

▪ Supply, receiving and distribution of all frames, door and components

▪ Any and all fire safeing or caulking, except as noted above.

▪ Any and all acoustical caulking, except as noted above.

▪ Access panels, doors

▪ Backing for any & all trades, except as noted above

▪ Insulation, Vapor barriers, or Vapor Retarders, except as noted above.

▪ Any tape, sealant, caulking, or weather barrier at exterior sheathing

▪ Wood carpentry and substrates, except as noted above

▪ Painting or priming of drywall before texture

BASE BID AMOUNT (Metal Studs & Drywall) $6,157 TPT Tax $

Pricing effective on material and labor provided prior to .

Note: This proposal may be withdrawn by us if not accepted within 30 days.

Page | 2

Date: 7/2/2025

All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specification involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen’s Compensation Insurance.

Authorized Signature

Victor Loera

Note: This proposal may be withdrawn by us if not accepted within 30 days.

Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. Acceptance constitutes Design Drywall West, Inc as sub-contractor, acceptor as responsible for all sales taxes.

Signature

Date: