CTR075036_-_Contract_Amendment_Summary_4.pdf

PDF 14 MB Posted Dec 13, 2024

Attached to: Master Agreement AZ|CTR075036
Contract number: CTR075036
Issued by: Arizona

About this file

Written by GovTribe AI · Sep 19, 2025

This is a contract amendment and associated change order documents for the ADOT Tucson North MVD Renovation project located at 7330 N. Shannon Rd in Tucson, Arizona. The primary parties involved include the Arizona Department of Transportation (ADOT) as the owner, Shive-Hattery as the architect, SD Crane Builders Inc. as the general contractor, and Catalina Mechanical Contracting as a subcontractor. The documents cover multiple contract modifications for plumbing and underground utility work, including floor drain replacements, sewer line repairs, and waste line inspections.

The contract amendment increases the total contract sum by $25,732.03, bringing the new contract sum to $3,264,077.40. The change orders detail specific modifications, including replacing six floor drains for $8,445.00 and repairing cracked sewer lines for $10,123.00. The work involves excavation, concrete saw cutting, pipe replacements, and associated labor. The modifications require 15 additional calendar days for substantial completion, extending the project timeline to 11/17/2026. The changes were necessitated by field conditions discovered during underground plumbing inspections, including cracked drain lines and issues with existing infrastructure.

View the file

Other files

File	Type	Posted
CTR075036_Amendment_Summary_1.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Amendment_Summary_7.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Amendment_Summary_6.pdf	PDF	Dec 13, 2024
CTR075036_Construction_Contractor_Agreement.docx.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Amendment_Summary_3.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Amendment_Summary_5.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Amendment_8.pdf	PDF	Dec 13, 2024
CTR075036_Amendment_Summary_2.pdf	PDF	Dec 13, 2024
CTR075036_Contract_Documents.pdf	PDF	Dec 13, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ARIZONA DEPARTMENT OF TRANSPORTATION

1655 W. Jackson Street, MD 100P

Phoenix, AZ 85007

Contract Amendment Summary CONTRACTOR: SD Crane Builders Inc. AMENDMENT NO.: Four (4)

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 $2,586,189.74 to $2,610,544.50 total cost. See attached CO.

2. Line item CTR075036-3 Base Bid Tax increased from $146,249.02 to $147,626.28. 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

216,657.19

25,732.03

3,264,077.40

11/17/2026

CTR075036 04

CTR075036 HD-24-15

Shive-Hattery SD Crane Builders Inc. Andrew May

See attached J1.

SD Crane Builders Inc.

Shive-Hattery

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.

Phoenix, AZ

ADOT Tucson North MVD Renovation

08/04/2025

08/05/2025

08/07/2025

08/12/2025

COR No.4

Date: 6/10/25

Item

No.

Subcontractor Trades

Q ty

U n it s

Unit Price Extension Q ty

U n it s

Unit Price Extension Totals

Credit for under slab rigid insulation R.F.I. #17 -$ (760.00)$ (760.00)$

Foundation Footing Change R.F.I. #26 -$ 603.16$ 603.16$

Plumbing Trench Demo for Chase Wall R.F.I. #28, ASI #1 -$ 811.44$ 811.44$

Repaint Existing ADOT Signage R.F.I. #29 -$ 1,140.00$ 1,140.00$

Replace Existing Floor Drains R.F.I. #32 -$ 8,445.00$ 8,445.00$

Replace Cracked Sewer Lines R.F.I. #38 -$ 10,123.00$ 10,123.00$

20,362.60$

Owner Request 4.00% 814.50$

Hidden Condition 10.00% 2,117.71$

3.00% 698.84$

Prepurchase Materials 0.50% 119.97$

Omission in Construction docs 1.00% 241.14$

Transfer to/from Contingency 5.655% 1,377.26$

Other 25,732.03$

Approval of this Change Order Request will increase (decrease) the Schedule by: 0 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.

Shive-Hattery

Patrick Holt

Andrew May

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

4330 N. Campbell Rd. #268 Tucson, AZ 85718 1655 W. Jackson St.

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

08/04/2025

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 #17: R.F.I. #017 Rigid Insulation

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 Apr 7, 2025 Due Date Apr 10, 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 Monday, Apr 7, 2025 at 05:43 PM MST Joel, For your review please see attached R.F.I. #017 Rigid Insulation. Please advise.

Thank you, Attachments R.F.I. #017 Rigid Insulation.pdf

Awaiting an Official Response

All Replies Response from Melissa de la Gardelle Shive Hattery on Thursday, Apr 10, 2025 at 10:52 AM MST The insulation under the concrete slab per keynote 2 on sheet S2.0 may be omitted.

Contractor shall submit a credit proposal for the deletion of the rigid insulation below the slab.

R.F.I. #017 Rigid Insulation_S-H Response.pdf

Page 1 of 1 Printed On: Apr 11, 2025 02:24 PM MST

REQUEST FOR INFORMATION

RFI #017

Subject: Rigid Insulation

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 017

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/7/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information Request:

On drawing S2.0 Keynote 2 it is asking for rigid insulation. Please advise on what type, size, and manufacture.

Please see drawing attached below.

S2.0 Keynote 2

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:

Schedule Impact:

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

Response

The insulation under the concrete slab per keynote 2 on sheet S2.0 may be omitted.

Contractor shall submit a credit proposal for the deletion of the rigid insulation below the slab.

April 10, 2025

Shive-Hattery

Marcus Attson

Shive-Hattery

SEAL

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

50R S

R R

, 2

N N

O R

N S

N O

N R

N , A

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

W C

O M

U N

S2.0

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

N C

E, S

N , A

O N

C H

.C O

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 9:55:25 AM

RFI #017

Subject: Rigid Insulation

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 017

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/7/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information Request:

On drawing S2.0 Keynote 2 it is asking for rigid insulation. Please advise on what type, size, and manufacture.

Please see drawing attached below.

S2.0 Keynote 2

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

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

50R S

R R

, 2

N N

O R

N S

N O

N R

N , A

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

W C

O M

U N

S2.0

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

N C

E, S

N , A

O N

C H

.C O

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

CONCRETE Arizona, LLC.

LICENSED * BONDED * INSURED

9240 West Missouri Avenue ROC CR-9 304959 CONCRETEAZ.COM

Glendale, AZ 85305 623-845-7070

DEDUCTIVE CHANGE ORDER

DATE: 05/30/2025

GENERAL CONTRACTOR: SD CRANE BUILDERS, INC.

1215 W. Rio Salado Pkwy., #109, Tempe, AZ 85281 480-832-1777-office, 480-466-1135-cell, 480-832-1798-fax

PROJECT: 24-322 - ADOT Tucson North MVD Renovation PROJECT ADDRESS: 7330 N. Shannon Rd., Tucson, AZ 85741

FROM: Peter Diaz, Estimator / Superintendent, 623-341-1007 cell, pete@concreteaz.com Reyna, Project Coordinator, 623-293-1986 cell, reyna@concreteaz.com

JOB DESCRIPTION

Not having to use under slab rigid insulation:

20 sheets of rigid insulation at $38.00 ea. = $760.00

7330 N Shannon Rd

RFI #26: R.F.I. #026 Concrete Poured to Columns or Store Front

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Apr 21, 2025 Due Date Apr 24, 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

Question Question from Kyle Burns SD Crane Builders Inc. on Monday, Apr 21, 2025 at 05:52 PM MST

For your review please see attached R.F.I. #026 Concrete Poured to Columns or Store Front. Pleased advise.

R.F.I. #026 Concrete Poured to Columns or Store Front.pdf

All Replies Response from Melissa de la Gardelle Shive Hattery on Monday, Apr 28, 2025 at 10:40 AM MST See attached.

R.F.I. #026 Concrete Poured to Columns or Store Front_S-H Response.pdf

Page 1 of 1 Printed On: Apr 28, 2025 04:37 PM MST

RFI #026

Subject: Concrete Poured to Columns or Store Front

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 026

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/21/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding the foundation plan. S2.0 shows the concrete to be poured out to the face of the column which differs from the landscape plan and storefront detail 8 A8.2. Can you let us know if we are to follow the foundation plan and bring the concrete to the face of the CMU column or the Storefront and landscape detail and keep the concrete back the 16” to be in line with the remaining section of southern wall. Please let me know if you have any questions and if possible could we get an expedited response.

See drawing attached below.

A8.2, S2.0

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

Contractor shall pour the concrete to exterior face of aluminum storefronts as shown on detail 8 & 11 on sheet A8.2. The concrete shall not extend to the exterior face of CMU. Per detail 7/A8.2, storefront shall align with inside face of CMU.

04/24/2025

FLASHING

ALUM. STOREFRONT

SYSTEM W/ INTEGRAL SILL

GLAZING

SEALANT, @ BOTH SIDES -

COORDINATE WITH WEEP

LOCATIONS SH

/2 " M

CONCRETE SLAB TO

EXTEND TO EXTERIOR

FACE OF STOREFRONT

INTERIOR EXTERIOR

ALUMINUM STOREFRONT

DOOR FRAME - ALIGN WITH

INTERIOR FACE OF CMU

DOOR- SEE SCHED.

SEALANT AT EACH SIDE

OF FRAME

GWB, PTD.

CMU - SEE WALL TYPE

EDGE OF WALL BEYOND

DOOR JAMB DOOR- SEE SCHED

CONCRETE SLAB- SEE

STRUCTURAL AND FINISH

PLAN

SWEEP WHERE INDICATEDACCESSIBLE THRESHOLD,

SET IN BED OF

CONTINUOUS SEALANT

1/2" EXP. JOINT & SEALANT

SITE PAVING- SLOPE AWAY

FROM BUILDING- SEE CIVIL

INTERIOR EXTERIOR

ALUMINUM STOREFRONT

FRAME - ALIGN INTERIOR

FACE OF FRAME WITH

INTERIOR FACE OF CMU

SEALANT AT EACH SIDE

OF FRAME

GWB, PTD OVER

STUD FURRING -

REFER TO FLOOR

PLAN FOR EXISTING /

NEW FURRING

EXISTING CMU WALL

STUCCO WALL FINISH -

PATCH/REPAIR AS

NECESSARY FOR NEW

CONSTRUCTION

4 1/4"

BACKER ROD AND SEALANT @

PERIMETER, EACH SIDE OF

FRAME

ALUMINUM STOREFRONT

SYSTEM - ALIGN INTERIOR FACE

OF FRAME WITH INTERIOR FACE

OF CMU

STUCCO TERMINATION BEAD

INTERIOR EXTERIOR

EXISTING MASONRY WALL

EXISTING STUCCO WALL FINISH -

PATCH/REPAIR AS REQUIRED

FOR NEW CONSTRUCTION.

STUCCO SHALL WRAP BACK

TOWARDS WINDOW LEAVING 3/8"

CLEAR FOR SEALANT

STUCCO DRIP SCREED

1/4" SHIM SPACE

EXISTING MASONRY WALL

WITH STUD FURRING AT

INTERIOR W/ BATT

INSULATION - PATCH/REPAIR

GWB AS NECESSARY AT

INTERIOR, APPLY NEW

BACKER ROD AND SEALANT

AT ADDED STOREFRONT

LINE OF STUCCO JAMB

BEYOND

4 5/8"

FLASHING

ALUM. STOREFRONT

SYSTEM W/ INTEGRAL SILL

GLAZING

SEALANT, @ BOTH SIDES -

COORDINATE WITH WEEP

LOCATIONS

/2 " M

G R

6" B

W F

.F .E

SLOPE GRADE 2%

AWAY FROM BUILDING

WALL BEYOND

INTERIOR EXTERIOR

ALUM STOREFRONT -

ALIGN EXTERIOR FACE

OF FRAME WITH

EXTERIOR FACE OF

PLYWOOD SHEATHING

SEALANT & BACKER

ROD @ EACH SIDE

OF FRAME

PREFIN ALUM DRIP EDGE

BATT INSULATION

5/8" OVER 3 5/8" METAL STUD

SELF ADHERING BUTYL

FLASHING TAPEE2

BUILDING WRAP - WRAP

INSIDE OPENING

GWB SOFFIT - SEE RCP

HSS TUBE LEDGER PER

STRUCTURAL, PTD. - ANCHOR

TO WALL

HSS TUBE WELDED TO

LEDGER, PTD.

METAL PANEL, PTD.

ALUM BREAK METAL TRIM -

PREFINISHED TO MATCH

METAL WALL PANELS

B.O. LEDGER

111'-8" A.F.F.

SEALANT @ EACH SIDE OF

FRAME

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME

WITH FACE OF SHEATHING

PREFINISHED MORIN MK-

E-08 TRIM - COLOR TO

MATCH METAL PANEL

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

PREFINISHED MORIN MK-

MX-FILLER TRIM - MATCH

DEPTH OF U-24 PANEL

EXTERIOR

INTERIOR

FASTENER WITH SEALANT

GWB PARTITION WALL

AT SIMILAR CONDITION -

OMIT GWB

HOLD GWB 1/2" FROM FLOOR

WALL BASE - SEE FINISH PLAN

SLOPE GRADE

2% AWAY FROM

BUILDING

4" M

F.F.E.

100'-0"

BACKER ROD

AND SEALANT

3" 6"

O W

F .F

G R

INTERIOR EXTERIOR

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME

WITH EXTERIOR FACE OF

PLYWOOD SHEATHING

NOTCH METAL STUD

@ TRACK

PREFINISHED MORIN MK-E-07

SILL TRIM - COLOR TO MATCH

METAL PANEL

OUTSIDE CLOSURE AND

SEALANT PER MFR STANDARDS

BUILDING WRAP - WRAP INSIDE

OPENING

1/2" HAT CHANNEL @ 24" O.C.

HORIZONTALLY

1 1/4"

SEALANT & BACKER

ROD @ EACH SIDE

OF FRAME

5/8" GWB ON 3 5/8"

METAL STUD

1/ 2"

T.O. SILL

118'-0" A.F.F.

PLYWOOD DECK - SEE

ROOF TYPES FOR

CONSTRUCTION

PREFINISHED SOFFIT PANEL -

ATTACH TO UNDERSIDE OF JOIST

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME WITH

EXTERIOR FACE OF SHEATHING

GWB CEILING @

UNDERSIDE OF JOIST

BACKER ROD AND

SEALANT BOTH SIDES

OF FRAME

BUILDING WRAP - WRAP INSIDE

OPENING - EXTEND TO DECK

PREFINISHED ALUM SHEET

METAL TRIM

PLYWOOD SHEATHING

2X WOOD BLOCKING

BETWEEN JOIST

B.O. STL

VARIES

BACKER ROD SEALANT @

EACH SIDE OF FRAME

SEE STOREFRONT TYPES FOR

MORE INFORMATION

1/2" PLYWOOD SHEATHING -

EXTEND TO UNDERSIDE OF

DECK

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

EXTERIORINTERIOR

PREFINISHED 22 GA. BREAK

METAL TRIM

WINDOW SILL TRIM BELOW

5/8" GWB, PTD.

6" (F

BACKER ROD SEALANT @

EACH SIDE OF FRAME

SEE STOREFRONT TYPES FOR

MORE INFORMATION

1/2" PLYWOOD SHEATHING -

EXTEND TO UNDERSIDE OF

DECK

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

EXTERIOR

INTERIOR

PREFINISHED BREAK METAL

TRIM

WINDOW SILL

TRIM BELOW

5/8" GWB, PTD.

MTL BOXED STUD PER

STRUCTURAL

ALUM STOREFRONT -

ALIGN EXTERIOR FACE OF

FRAME WITH EXTERIOR

FACE OF SHEATHING

6 3/4" (F.V.)

4" (F

SEAL

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

4/ 9/

A M

C :\S hi ve

\R ev it_ Lo ca l_

A2 2_

T Sh an no n R d M

_M ar cu s_ At ts on

.rv t

D O

O R

O W

Ap pr ov er

L, M A

, 2

A8.2

N N

O R

N S

N O

N R

N , A

3" = 1'-0"11 ALUM. STOREFRONT SILL @ CONC. WALKWAY

3" = 1'-0"10 ALUM DOOR JAMB @ EXTERIOR CMU WALL

3" = 1'-0"13 TYPICAL DOOR THRESHOLD

3" = 1'-0"7 ALUM STOREFRONT JAMB @ EXTERIOR CMU WALL

3" = 1'-0"3 ALUMINUM STOREFRONT HEAD @ EXTERIOR CMU WALL

3" = 1'-0"8 ALUM. STOREFRONT SILL @ GRADE

3" = 1'-0"1 ALUM STOREFRONT HEAD @ METAL PANEL

3" = 1'-0"5 ALUM. STOREFRONT JAMB @ MTL WALL PANELS

3" = 1'-0"12 BASE OF METAL PANELS @ GRADE

3" = 1'-0"9 ALUM STOREFRONT SILL @ CLERESTORY

3" = 1'-0"2 ALUM STOREFRONT HEAD @ CLERESTORY

3" = 1'-0"6 ALUM. STOREFRONT JAMB @ CLERESTORY

3" = 1'-0"4 ALUM. STOREFRONT CORNER @ CLERESTORY

NOTE: SEE SHEET A2.1 FOR

DETAIL OF REMAINDER OF

METAL AWNING

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

ERT I F I CA T E

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

04/22/2024 9:55:23 AM

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

50R S

R R

, 2

N N

O R

N S

N O

N R

N , A

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

W C

O M

U N

S2.0

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

N C

E, S

N , A

O N

C H

.C O

Poured to Face of Column

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

RFI #026

Subject: Concrete Poured to Columns or Store Front

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 026

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/21/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

See drawing attached below.

A8.2, S2.0

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

FLASHING

ALUM. STOREFRONT

SYSTEM W/ INTEGRAL SILL

GLAZING

SEALANT, @ BOTH SIDES -

COORDINATE WITH WEEP

LOCATIONS SH

/2 " M

CONCRETE SLAB TO

EXTEND TO EXTERIOR

FACE OF STOREFRONT

INTERIOR EXTERIOR

ALUMINUM STOREFRONT

DOOR FRAME - ALIGN WITH

INTERIOR FACE OF CMU

DOOR- SEE SCHED.

SEALANT AT EACH SIDE

OF FRAME

GWB, PTD.

CMU - SEE WALL TYPE

EDGE OF WALL BEYOND

DOOR JAMB DOOR- SEE SCHED

CONCRETE SLAB- SEE

STRUCTURAL AND FINISH

PLAN

SWEEP WHERE INDICATEDACCESSIBLE THRESHOLD,

SET IN BED OF

CONTINUOUS SEALANT

1/2" EXP. JOINT & SEALANT

SITE PAVING- SLOPE AWAY

FROM BUILDING- SEE CIVIL

INTERIOR EXTERIOR

ALUMINUM STOREFRONT

FRAME - ALIGN INTERIOR

FACE OF FRAME WITH

INTERIOR FACE OF CMU

SEALANT AT EACH SIDE

OF FRAME

GWB, PTD OVER

STUD FURRING -

REFER TO FLOOR

PLAN FOR EXISTING /

NEW FURRING

EXISTING CMU WALL

STUCCO WALL FINISH -

PATCH/REPAIR AS

NECESSARY FOR NEW

CONSTRUCTION

4 1/4"

BACKER ROD AND SEALANT @

PERIMETER, EACH SIDE OF

FRAME

ALUMINUM STOREFRONT

SYSTEM - ALIGN INTERIOR FACE

OF FRAME WITH INTERIOR FACE

OF CMU

STUCCO TERMINATION BEAD

INTERIOR EXTERIOR

EXISTING MASONRY WALL

EXISTING STUCCO WALL FINISH -

PATCH/REPAIR AS REQUIRED

FOR NEW CONSTRUCTION.

STUCCO SHALL WRAP BACK

TOWARDS WINDOW LEAVING 3/8"

CLEAR FOR SEALANT

STUCCO DRIP SCREED

1/4" SHIM SPACE

EXISTING MASONRY WALL

WITH STUD FURRING AT

INTERIOR W/ BATT

INSULATION - PATCH/REPAIR

GWB AS NECESSARY AT

INTERIOR, APPLY NEW

BACKER ROD AND SEALANT

AT ADDED STOREFRONT

LINE OF STUCCO JAMB

BEYOND

4 5/8"

FLASHING

ALUM. STOREFRONT

SYSTEM W/ INTEGRAL SILL

GLAZING

SEALANT, @ BOTH SIDES -

COORDINATE WITH WEEP

LOCATIONS

/2 " M

G R

6" B

W F

.F .E

SLOPE GRADE 2%

AWAY FROM BUILDING

WALL BEYOND

INTERIOR EXTERIOR

ALUM STOREFRONT -

ALIGN EXTERIOR FACE

OF FRAME WITH

EXTERIOR FACE OF

PLYWOOD SHEATHING

SEALANT & BACKER

ROD @ EACH SIDE

OF FRAME

PREFIN ALUM DRIP EDGE

BATT INSULATION

5/8" OVER 3 5/8" METAL STUD

SELF ADHERING BUTYL

FLASHING TAPEE2

BUILDING WRAP - WRAP

INSIDE OPENING

GWB SOFFIT - SEE RCP

HSS TUBE LEDGER PER

STRUCTURAL, PTD. - ANCHOR

TO WALL

HSS TUBE WELDED TO

LEDGER, PTD.

METAL PANEL, PTD.

ALUM BREAK METAL TRIM -

PREFINISHED TO MATCH

METAL WALL PANELS

B.O. LEDGER

111'-8" A.F.F.

SEALANT @ EACH SIDE OF

FRAME

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME

WITH FACE OF SHEATHING

PREFINISHED MORIN MK-

E-08 TRIM - COLOR TO

MATCH METAL PANEL

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

PREFINISHED MORIN MK-

MX-FILLER TRIM - MATCH

DEPTH OF U-24 PANEL

EXTERIOR

INTERIOR

FASTENER WITH SEALANT

GWB PARTITION WALL

AT SIMILAR CONDITION -

OMIT GWB

HOLD GWB 1/2" FROM FLOOR

WALL BASE - SEE FINISH PLAN

SLOPE GRADE

2% AWAY FROM

BUILDING

4" M

F.F.E.

100'-0"

BACKER ROD

AND SEALANT

3" 6"

O W

F .F

G R

INTERIOR EXTERIOR

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME

WITH EXTERIOR FACE OF

PLYWOOD SHEATHING

NOTCH METAL STUD

@ TRACK

PREFINISHED MORIN MK-E-07

SILL TRIM - COLOR TO MATCH

METAL PANEL

OUTSIDE CLOSURE AND

SEALANT PER MFR STANDARDS

BUILDING WRAP - WRAP INSIDE

OPENING

1/2" HAT CHANNEL @ 24" O.C.

HORIZONTALLY

1 1/4"

SEALANT & BACKER

ROD @ EACH SIDE

OF FRAME

5/8" GWB ON 3 5/8"

METAL STUD

1/ 2"

T.O. SILL

118'-0" A.F.F.

PLYWOOD DECK - SEE

ROOF TYPES FOR

CONSTRUCTION

PREFINISHED SOFFIT PANEL -

ATTACH TO UNDERSIDE OF JOIST

ALUM STOREFRONT - ALIGN

EXTERIOR FACE OF FRAME WITH

EXTERIOR FACE OF SHEATHING

GWB CEILING @

UNDERSIDE OF JOIST

BACKER ROD AND

SEALANT BOTH SIDES

OF FRAME

BUILDING WRAP - WRAP INSIDE

OPENING - EXTEND TO DECK

PREFINISHED ALUM SHEET

METAL TRIM

PLYWOOD SHEATHING

2X WOOD BLOCKING

BETWEEN JOIST

B.O. STL

VARIES

BACKER ROD SEALANT @

EACH SIDE OF FRAME

SEE STOREFRONT TYPES FOR

MORE INFORMATION

1/2" PLYWOOD SHEATHING -

EXTEND TO UNDERSIDE OF

DECK

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

EXTERIORINTERIOR

PREFINISHED 22 GA. BREAK

METAL TRIM

WINDOW SILL TRIM BELOW

5/8" GWB, PTD.

6" (F

BACKER ROD SEALANT @

EACH SIDE OF FRAME

SEE STOREFRONT TYPES FOR

MORE INFORMATION

1/2" PLYWOOD SHEATHING -

EXTEND TO UNDERSIDE OF

DECK

SHIM

BUILDING WRAP - WRAP

INSIDE OPENING

EXTERIOR

INTERIOR

PREFINISHED BREAK METAL

TRIM

WINDOW SILL

TRIM BELOW

5/8" GWB, PTD.

MTL BOXED STUD PER

STRUCTURAL

ALUM STOREFRONT -

ALIGN EXTERIOR FACE OF

FRAME WITH EXTERIOR

FACE OF SHEATHING

6 3/4" (F.V.)

4" (F

SEAL

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

4/ 9/

A M

C :\S hi ve

\R ev it_ Lo ca l_

A2 2_

T Sh an no n R d M

_M ar cu s_ At ts on

.rv t

D O

O R

O W

Ap pr ov er

L, M A

, 2

A8.2

N N

O R

N S

N O

N R

N , A

3" = 1'-0"11 ALUM. STOREFRONT SILL @ CONC. WALKWAY

3" = 1'-0"10 ALUM DOOR JAMB @ EXTERIOR CMU WALL

3" = 1'-0"13 TYPICAL DOOR THRESHOLD

3" = 1'-0"7 ALUM STOREFRONT JAMB @ EXTERIOR CMU WALL

3" = 1'-0"3 ALUMINUM STOREFRONT HEAD @ EXTERIOR CMU WALL

3" = 1'-0"8 ALUM. STOREFRONT SILL @ GRADE

3" = 1'-0"1 ALUM STOREFRONT HEAD @ METAL PANEL

3" = 1'-0"5 ALUM. STOREFRONT JAMB @ MTL WALL PANELS

3" = 1'-0"12 BASE OF METAL PANELS @ GRADE

3" = 1'-0"9 ALUM STOREFRONT SILL @ CLERESTORY

3" = 1'-0"2 ALUM STOREFRONT HEAD @ CLERESTORY

3" = 1'-0"6 ALUM. STOREFRONT JAMB @ CLERESTORY

3" = 1'-0"4 ALUM. STOREFRONT CORNER @ CLERESTORY

NOTE: SEE SHEET A2.1 FOR

DETAIL OF REMAINDER OF

METAL AWNING

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

ERT I F I CA T E

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

04/22/2024 9:55:23 AM

D B

D R

B Y

O R

E D

T N

U M

D B

O O

B C D E F

A B C D E F Autodesk Revit 2022

N C

E, S

N , A

O N

C H

.C O

50R S

R R

, 2

N N

O R

N S

N O

N R

N , A

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

W C

O M

U N

S2.0

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

N C

E, S

N , A

O N

C H

.C O

Poured to Face of Column

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

7330 N Shannon Rd

RFI #28: R.F.I. #028 ASI #1 Dimensions for Plumbing Chase Wall

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Apr 28, 2025 Due Date Apr 29, 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

Question Question from Kyle Burns SD Crane Builders Inc. on Monday, Apr 28, 2025 at 06:39 PM MST

For your review please see attached R.F.I. #028 ASI #1 Dimensions for Plumbing Chase Wall. Please advise.

R.F.I. #028 ASI #1 Dimensions for Plumbing Chase Wall.pdf

All Replies Response from Kyle Burns SD Crane Builders Inc. on Monday, May 12, 2025 at 03:04 PM MST Melissa, Thank you for the review regarding this R.F.I. We will move forward accordingly with this additional scope of work and be submitting a change order.

Response from Melissa de la Gardelle Shive Hattery on Wednesday, May 7, 2025 at 02:15 PM MST See Attached

R.F.I. #028 ASI #1 Dimensions for Plumbing Chase Wall_S-H Response.pdf

Page 1 of 1 Printed On: May 12, 2025 03:04 PM MST

RFI #028

Subject: ASI #1 Dimensions for Plumbing Chase Wall

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 028

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/28/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding ASI #1 and the new dimensions for the plumbing chase wall. ASI #1 calls for 8’4” between the East and West walls in the women’s restroom. This will require additional saw cuts, concrete demo and reworking the sink drain line underground along with the floor drains and reworking the plumbing in the drinking fountain wall to shift all plumbing to the east approx.. 6”. We currently have 8’ to the sink drain line at the concrete ( which would finish at approx. 7’10”). Please advise if you are wanting us to relocate all Underground plumbing in this area to meet the 8’4” clear space provided in ASI #1.

Please see ASI #1 attached below.

ASI #1

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

The 8'-4 1/2" dimension indicated for the women's restrooms is the minimum needed to meet both ADA clearance requirements and toilet partition limitation. The contractor shall proceed with adjusting the underground plumbing lines as required to install fixtures per the dimensions provided in ASI #1.

05/06/2025

�� !� "��#�$"%%#!&!' �#��'$ �"� �('$��)$)�)�'()�*+,�� -.�� /��01�� 2�.345�6.�� 2�.��6�� 7899:��;�� ;1�5<�=�>?� �� 0�� @/:9��%�(A!� B�� /@�:�:4�3�.�C��0�DE@�=�.�F6�1�.� %�(A!� �G� !GB�� HII��C�706..�.�=<�� :4�3�.��/J�KLH�M��(N'!�B�� /�1O�.6�@�>6��P�.��Q�:�6.3>��6�1�.� �(' �� R%!B�� MSLL�T�U6�V3�.�7��D@M�W;�� X0��.1Y��/J�KL��H��(' �� (�B��7@�2�6.�� Z[\]̂_̀ \_ab�c[dè\_�fdg�� MW�M�9�h.1F��31�i�@��741��II�� D�36��/J�KL��I� \df_[Z\_d[ab�c[dè\_�fdg�� /j�:0��Q�55�-1.k�34>>5�P�.�65�1.3��4��1�.3�6��1.�54<�<�1.��0��1k1.65�3��>��Q�-��V�6.<�30655��6��1�<��4��1.�6��<6.��-1�0��.��6��<��4P�.�3��-1�0�.��06.k��.��6��34P?�lj�X5�63��6�V.�-5�<k��i�4��6��>�6.��6.<��4�.�6��>i��0��/��01��?��@�3��1>�1�.m��=�F131�.3��3�6QQ�6.<�>4�51��3��P3�6��n41��<��6<<��33�Q1�5<��.<1�1�.3?��/��6�0P�.�3m��o� 7pq��r�7�6QQ�=�3��P�;5��X56.�o� 7pq�I�r�X4�51��=�3��P�;5��X56.��ls�� /229X:9@� � ��U��5�@?�D�31V�� 701F�q86��i��2�C:=/2:�=�� @/:9�

�t��t��t�� D6��0��H��L�M� M� /@�:��MH�I��IL��IqISM� uvwxy�z{|�z}z~uvwxy��|�z}z~

��	��
��	��

�� "�%�	��&��
�'�	��%��(��

�*+,-�"*./,01 ��2��'� ��

��3 �3��34 5,+*4�*+,-6�07896��4�� 6��6�� 581101 �:��"�6��6�8.7;/6�--/01�.+-

��	�� '�	��%��(�
��;-50. �==.0+*.	$��	��"��!

��<��>?@ABB�CD?@CEEF?�C

DGH?HEI

JKLM�NO PLQRSTUVWXYLZRQ[LYLN�\Y]̂ R[L][]LY[R_R]\[L �̀ KO Nabc�Qdefcg\YRhK`\�iOQO\ Ojkjlkmnmo

� �� !" ##��$��!"	� �� %��!��& ��$�	�� #!�� $�'�	��(�
� ��	��'� ��)��

�+,-.�$+/0-12 #��3��!��

��4��4��#��45	6-,+5�+,-.7�189:7��5�
��7 ��7 ��	692212 �;��$�7� ��7�9/8<07 ..012�/,.

��	��$��	� ��	��'� )��
<.61/ >>/1,+/	&��	��$�� "

��?@ABCDE�FGHIFJJK�F

GLDHDJM

NOPQ�RS TPUVWXYZ[\]P̂VU_P]PR�̀]abV_Pa_aP]_VcVà _P�dOS Refg�Uhijgk`]VlOd`�mSUS` Snonpoqrqs

RFI #028

Subject: ASI #1 Dimensions for Plumbing Chase Wall

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 028

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/28/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

Please see ASI #1 attached below.

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

�t��t��t�� D6��0��H��L�M� M� /@�:��MH�I��IL��IqISM� uvwxy�z{|�z}z~uvwxy��|�z}z~

��	��
��	��

�� "�%�	��&��
�'�	��%��(��

�*+,-�"*./,01 ��2��'� ��

��3 �3��34 5,+*4�*+,-6�07896��4�� 6��6�� 581101 �:��"�6��6�8.7;/6�--/01�.+-

��	�� '�	��%��(�
��;-50. �==.0+*.	$��	��"��!

��<��>?@ABB�CD?@CEEF?�C

DGH?HEI

JKLM�NO PLQRSTUVWXYLZRQ[LYLN�\Y]̂ R[L][]LY[R_R]\[L �̀ KO Nabc�Qdefcg\YRhK`\�iOQO\ Ojkjlkmnmo

� �� !" ##��$��!"	� �� %��!��& ��$�	�� #!�� $�'�	��(�
� ��	��'� ��)��

�+,-.�$+/0-12 #��3��!��

��4��4��#��45	6-,+5�+,-.7�189:7��5�
��7 ��7 ��	692212 �;��$�7� ��7�9/8<07 ..012�/,.

��	��$��	� ��	��'� )��
<.61/ >>/1,+/	&��	��$�� "

��?@ABCDE�FGHIFJJK�F

GLDHDJM

NOPQ�RS TPUVWXYZ[\]P̂VU_P]PR�̀]abV_Pa_aP]_VcVà _P�dOS Refg�Uhijgk`]VlOd`�mSUS` Snonpoqrqs

CONCRETE Arizona, LLC.

LICENSED * BONDED * INSURED

9240 West Missouri Avenue ROC CR-9 304959 CONCRETEAZ.COM

Glendale, AZ 85305 623-845-7070

CHANGE ORDER

DATE: 05/27/2025

GENERAL CONTRACTOR: SD CRANE BUILDERS, INC.

1215 W. Rio Salado Pkwy., #109, Tempe, AZ 85281 480-832-1777-office, 480-466-1135-cell, 480-832-1798-fax

PROJECT: 24-322 - ADOT Tucson North MVD Renovation PROJECT ADDRESS: 7330 N. Shannon Rd., Tucson, AZ 85741

FROM: Peter Diaz, Estimator / Superintendent, 623-341-1007 cell, pete@concreteaz.com Reyna, Project Coordinator, 623-293-1986 cell, reyna@concreteaz.com

COMPLETED

Plumbing trench demolition:

Saw cut and demo 2 areas.

1 – 3’ x 4” x 3’ 1 – 2’ x 4” x 2’

1 man and equipment, 4 hrs. @ $160. per hr. = $640.00

$640.00 Combined cost $ 64.00 10% Overhead $ 64.00 10% Profit

$768.00 $ 43.44 Taxes (if applicable) $811.44 Total cost

COMPLETED

Foundation footing change:

Remove forms, remove rebar, and cut back vapor barrier.

Excavate new footing and compact.

Set grades, set forms, and reinstall rebar

2 men, 3 hrs. ea. = 6 hrs. @ $80. per hr. = $480.00

$480.00 Combined cost $ 48.00 10% Overhead $ 48.00 10% Profit

$576.00 $ 27.16 Taxes (if applicable) $603.16 Total cost

INCLUDES: All labor, materials, equipment, short load fees, travel time, lodging, Per Diem, and insurances.

TAXES: 65% of job cost: $312.00 AZ State 5.6%: $17.48 Pima County .5%: $1.56 City of Tucson 2.6%: $8.12

TOTAL TAX 8.7% $27.16

TAXES: 65% of job cost: $499.20 AZ State 5.6%: $27.96 Pima County .5%: $2.50 City of Tucson 2.6%: $12.98

TOTAL TAX 8.7% $43.44

7330 N Shannon Rd

RFI #29: R.F.I. #029 Signage

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated May 1, 2025 Due Date May 6, 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

Question Question from Kyle Burns SD Crane Builders Inc. on Thursday, May 1, 2025 at 08:53 AM MST

For your review please see attached R.F.I. #029 Signage. Please advise.

R.F.I. #029 Signage.pdf

All Replies Response from Melissa de la Gardelle Shive Hattery on Thursday, May 29, 2025 at 09:10 AM MST

R.F.I. #029 Signage_S-H Response.pdf

Page 1 of 1 Printed On: May 29, 2025 08:45 PM MST

RFI #029

Subject: Signage

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 029

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 5/1/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

Per ASI #3 we see the architect has changed the size of the Exit Only sign but we don't see any updated locations. Regardless of the size of the sign the roller shades will cover the signs when they are down as it's indicated to be installed on the window next to the door. The color noted for the exit signs on the updated plans is white with black background. Will that be the color for all the signs? Please advise.

The letters we removed from the building are not in the best shape, the drawings do not include repainting the existing letters but we can add it to refresh the letters if needed for additional cost. Please advise.

We removed the sign in the attached photo when we removed the lettering from the building. Does the owner want to reinstall the sign when the remodel is complete or does it need to be disposed of? Please advise. See drawing and photo attached below.

A9.0 & I2.0

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

Question 1:

Per SK-07 sheet of ASI #3, General Signage Note 2, states that exit signs will be centered on the exterior door. Per approved window covering submittal, window shades will not be installed on swinging doors. All signs shall have white text with black background.

Question 2:

Contractor shall replace any damaged building lettering in kind. All building lettering shall be painted P5.

Question 3:

It was confirmed with Andrew May that ADOT will provide a replacement sign. The contractor shall dispose of the existing sign.

05/21/2025

4' -4

" A .F

METAL CLIP

WALL

CONSTRUCTION AS

SHOWN ON PLAN

WRAP 5/8" GYP. BD. INTO STUD

CAVITY AT TOP, BOTTOM &

SIDES

FIRE EXTINGUISHER CABINET -

REFER TO SPECIFICATIONS

3 1/8" 3"

PACK CAVITY BEHIND WITH BATT

INSULATION

METAL STUD

NOTE: REFER TO REFLECTED

CEILING PLANS FOR CEILING

MATERIALS AND HEIGHT

7/8" EDGE ANGLE POP RIVETED TO CEILING

TRACK AT ACOUSTICAL TILE CEILING, TYP.

EXTEND GWB 6"

MIN. ABOVE

ACOUSTICAL TILE

CEILING

6" M

ACOUSTICAL TILE CEILING

R C

DUCT OR OTHER OBSTRUCTION

1-1/2" CARRYING CHANNEL-

LENGTH AS REQUIRED-

ATTACH TO STRUCTURE

ABOVE

HANGER WIRE TO SUSPEND CEILING

FRAMING BELOW

WIRE HANGER @

4'-0" O.C. MAX (2'-0"

O.C. @ CEILINGS

WITH ACOUSTICAL

PANELS APPLIED TO

GYP BD)

SHEET METAL WALL 'L'

CLIP OR WIRE

FASTENER

7/8" CROSS FURRING

CHANNEL @ 1'-4"

O.C.- SCREW TO

WALL L

CONVENTIONAL 5/8" GYP BD, SCREW APPLIED

1-1/2" 16 GA. METAL

CHANNELS @ 4'-0" O.C.

WIRE HANGER @ 4'-0"

O.C. MAX (2'-0" O.C. @

CEILINGS WITH

ACOUSTICAL PANELS

APPLIED TO GYP BD)

SHEET METAL WALL 'L'

7/8" CROSS FURRING

CHANNEL @ 1'-4" O.C.-

SCREW TO WALL

OPTIONAL

5/8" GYP BD, SCREW APPLIED

MAIN 'T' MEMBER

INTEGRAL SPLICE

MAX.

MAIN RUNNER CHANNEL

SUSPENSION VERTICAL WIRE

ATTACHED TO CEILING SUSPENSION

AND SUPPORT ABOVE WITH A MIN. OF

3 TURNS

2-1/2" X 3" 20 GA. CONTINUOUS

WALL ANGLE- ATTACH TO PIN

AT 1'-4" O.C. MAX.

#10 SELF TAPPING SHEET

METAL SCREWS AT EACH

CROSS FURRING CHANNEL

SADDLE TIE CROSS FURRING

CHANNEL TO MAIN RUNNER

CHANNEL WITH 16 GA. TIE WIRE,

TYP.

CROSS FURRING CHANNEL

TAPED GYPSUM BOARD JOINT

MIN. CLR.1"

MAX.

CROSS RUNNER

SUSPENSION VERTICAL WIRE

ATTACHED TO CEILING SUSPENSION

AND SUPPORT ABOVE WITH A MIN. OF

3 TURNS. PROVIDE AT 4'-0" O.C.

TERMINAL END CROSS RUNNER

7/8" WIDE PERIMETER EDGE ANGLE- POP

RIVET TO TERMINAL END OF GIRDER

MEMBER

3/8"

8" MAX.

SUSPENSION VERTICAL WIRE

ATTACHED TO CEILING SUSPENSION

AND SUPPORT ABOVE WITH A MIN. OF

3 TURNS. PROVIDE AT 4'-0" O.C.

CROSS RUNNER

TERMINAL END CROSS RUNNER-

DO NOT FASTEN TO EDGE

ANGLE

STRUT STABILIZER TO KEEP

PERIMETER COMPONENTS

FROM SPREADING APART

7/8" WIDE PERIMETER EDGE ANGLE

1/2"

MAX.

TERMINAL END MAIN RUNNER

MAIN RUNNER

CROSS TEE SLOT

SUSPENSION VERTICAL WIRE

ATTACHED TO CEILING

SUSPENSION AND SUPPORT

ABOVE WITH A MIN. OF 3 TURNS.

PROVIDE AT 4'-0" O.C.

7/8" WIDE PERIMETER EDGE ANGLE- POP

RIVET TO ONE END OF MAIN RUNNER

3/8"

MAX.

MAIN RUNNER

NAIL

SUSPENSION VERTICAL WIRE ATTACHED

TO CEILING SUSPENSION AND SUPPORT

ABOVE WITH A MIN. OF 3 TURNS.

PROVIDE AT 4'-0" O.C.

CROSS TEE SLOT

TERMINAL END MAIN RUNNER- DO

NOT FASTEN TO EDGE ANGLE

POSITIVELY CONNECTED STABILIZER

STRUTS PERPENDICULAR TO THE MAIN

RUNNER

7/8" WIDE PERIMETER ANGLE

1/2"

ALTERNATE JAMB ELEVATION

NON-RATED PARTITION (WALL, JOINTS & JAMB)

LOCATE JAMB ANCHORS AS

REQUIRED - ANCHORS ON STRIKE

SIDE TO OCCUR DIRECTLY

OPPOSITE OF HINGE SIDE

FLOOR ANCHORS SECURED WITH

NO LESS THAN TWO SUITABLE

FASTENERS

STEEL RUNNER FASTENED WITH

SCREWS TO STRUT STUDS

CRIPPLE STUD - 1/2" MIN. CLEARANCE

STEEL STUDS

JAMB ANCHOR

TWO NESTED

20 GA. STEEL

STUDS

SPOT GROUTSEALANT

SEALANT @

PTD. FINISH

USG CONTROL

JOINT #093, EACH

SIDE

STEEL STUDS

ONE-HOUR RATED STEEL STUD PARTITION (WALL, JOINTS &

JAMB)

5/8" GYP. BD.

(@ BOTH

SIDES)

USG CONTROL

JOINT #093, EACH

SIDE

SEALANT @

PTD. FINISH SPOT GROUT

STEEL STUDS

JAMB ANCHOR

2 LAYERS

5/8" GYP.

BD.

STEEL STUDS

x x x x

6" x x x x

6"-16 GA STEEL STUD

2-#10 SCREWS EACH END

PARALLEL TO JOIST

PERPENDICULAR TO JOIST

STRUCTURAL JOIST

BLOCKING AS REQ'D

STRUCTURAL

JOIST

2-#10 SCREWS

EACH END

BRACE @ 4'-0" O.C.

(SIZE & GAUGE TO

MATCH VERTICAL

STUDS)

BRACE @ 4'-0"

O.C.(SIZE & GAUGE TO

MATCH VERTICAL

STUDS

PERPENDICULAR TO JOIST

2-#10 SCREWS

PARALLEL TO JOIST

STRUCTURAL JOIST

2- #10 SCREWS AT EACH WOOD I-JOIST

CONNECTION AT HEAD

PER DETAIL 7/A8.4

6" WIDE16 GA PLATE

OR STUD @ 4'-0"

O.C.

CONNECTION AT

HEAD PER DTL 7/A8.4

METAL STUD

NOTE: REFER TO REFLECTED CEILING PLANS FOR CEILING MATERIALS AND HEIGHT

7/8" EDGE ANGLE POP RIVETED TO CEILING

TRACK AT ACOUSTICAL TILE CEILING, TYP.

TAPED GYPSUM BOARD JOINT

AT HARD CEILING, TYP.

EXTEND GWB 6"

MIN. ABOVE

ACOUSTICAL TILE

CEILING, TYP.

6" M

ACOUSTICAL TILE CEILING

ALIGN BOTTOM OF GWB SOFFIT 1/2" BELOW

BOTTOM OF ACOUSTICAL CEILING TILE,

U.N.O.

R C

6" M

BUTT ENDS OF MAIN RUNNERS

LAP AND INTERLOCK FLANGES WITH

1'-0" LONG SEGMENT OF MAIN

RUNNER CHANNEL

TIE TOGETHER WITH 16 GA. MIN.

WIRE

RESTROOM

1'-0" TO EDGE OF LATCH

SIDE DOOR FRAME

GENERAL SIGNAGE NOTES

TEXT AND CHARACTERS: HELVETICA MEDIUM FONT,

TYP.

PRINTED TEXT TO MATCH WHITE ADA RAISED

CHARACTERS, TYP.

VINYL: TO MATCH WHITE ADA RAISED CHARACTERS,

TYP.

ALL FINISHED SURFACES AND EDGES TO BE FREE OF

BURRS, SCRATCHES, MARKING, AND SHARP EDGES,

TYP.

1/2"

10"

7" 3/

1' TO CENTER OF SIGN 1' TO CENTER OF SIGN

G R

C H

D E

E O

F D

O O

EQ EQ EQACRYLIC WITH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 19, 2025.