ARIZONA DEPARTMENT OF TRANSPORTATION

1655 W. Jackson Street, MD 100P

Phoenix, AZ 85007

Contract Amendment Summary CONTRACTOR: SD Crane Builders Inc. AMENDMENT NO.: Eight (8) 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 $2,660,773.45 to $2,698,199.37 total cost. See attached CO.

2. Line item CTR075036-3 Base Bid Tax increased from $150,466.73 to $152,583.17. 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

295,458.61 39,542.36

3,356,689.15

CTR075036 07

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

Megan Walker

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 Tuscon North MVD Renvoation

10/20/2025

10/20/2025

Docusign Envelope ID: AEE5211E-5F02-44E5-A25E-2A89BC08995F

10/23/2025

10/24/2025

COR No.7

Date: 9/27/25

Item

No.

Subcontractor Trades

Q ty

U n it s

Unit Price Extension Q ty

U n it s

Unit Price Extension Totals

Driving Test Canopy & Height

Restriction Bar R.F.I. #48 -$ 5,631.27$ 5,631.27$

Downspout On North Side of

Building R.F.I. #51 -$ 2,712.00$ 2,712.00$

Canopy Parapet Cap & CMU

Split Face Bump Outs ASI 1

R.F.I. #52 SK-17 -$ 17,545.43$ 17,545.43$

Existing I Beam Above Public

Restroom R.F.I. #57 -$ 1,975.47$ 1,975.47$

Attaching Drywall to Flat Strap-

Insulation R.F.I. #58 -$ 3,427.00$ 3,427.00$

6 -$ -$ -$

31,291.17$

Owner Request 4.00% 1,251.65$

Hidden Condition 10.00% 3,254.28$

3.00% 1,073.91$

Prepurchase Materials 0.50% 184.36$

Omission in Construction docs 1.00% 370.55$

Transfer to/from Contingency 5.655% 2,116.44$

Other 39,542.36$

Approval of this Change Order Request will increase (decrease) the Schedule by: 0 Calendar Days 20

Form 8.14. rev 8.10.2021 r5

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.

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

Fee

This Change will require Statutory Review: Yes No

General Conditions

Builders Risk

Tax

Insurance

Bond

Schedule of Values by Trade

Total Cost

Address

Construction Services Manager Address Authorized Signature & Date

Contractor

Design Professional Address Authorized Signature & Date

ADOT Project Manager Address Authorized Signature & Date

SD Crane Builders Inc. 1215 W. Rio Salado Pkwy #109 9/27/25

Shive-Hattery, Inc.

Andrew May

Patrick Holt

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

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

1655 W. Jackson St.

Phoenix, AZ 85007

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

10/20/2025

Docusign Envelope ID: AEE5211E-5F02-44E5-A25E-2A89BC08995F

10/23/2025

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

(HD-24-015)

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #48: R.F.I. #048 Driving Test Canopy & Height Restriction Bar

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 26, 2025 Due Date Jul 1, 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 Thursday, Jun 26, 2025 at 09:05 AM MST Joel, For your review please see attached R.F.I. #048 Driving Test Canopy & Height Restriction Bar. Please advise.

Thank you, Attachments R.F.I. #048 Driving Test Canopy & Height Restriction Bar.pdf

Awaiting an Official Response

All Replies Response from Kyle Burns SD Crane Builders Inc. on Friday, Jul 18, 2025 at 05:13 AM MST Marcus, Thank you for the response regarding this RFI. We will move forward accordingly.

Response from Marcus Attson Shive Hattery on Wednesday, Jul 16, 2025 at 08:45 AM MST See attached PDF for response.

R.F.I. #048 Driving Test Canopy & Height Restriction Bar_S-H Response.pdf

Page 1 of 1 Printed On: Jul 18, 2025 05:13 AM MST

Docusign Envelope ID: AEE5211E-5F02-44E5-A25E-2A89BC08995F

REQUEST FOR INFORMATION

RFI #048

Subject: Driving Test Canopy & Height Restriction Bar

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:48

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 6/26/25

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 height restriction bar at the Driving Test Canopy. Please see the attached pictures or the angle iron frame and attachment. Our Roofing Contractor will need to remove the height restriction bar during the roofing demo and install at the canopy and have concerns of reattaching after the new roof is installed. Please provide direction on how we are to reinstall the height restriction bar after the new roof is installed so there are no penetrations through the new roofing. The other concern is how high the top through bolt is in the angle iron frame as it is through bolted at the top of the block and parapet cap. Please let me know if you have any questions

Please see photos attached below, Thank you, 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

Shive-Hattery

Contractor shall provide height restriction bar support and attachment per attached sketches.

07/15/2025

Shive-Hattery

Marcus Attson

EXISTING CMU

REUSE EXISTING HEIGHT

RESTRICTION BAR - CLEAN

AND REPAINT BAR BEFORE

REINSTALLATION - SET BAR

FOR 13'-6" CLEARANCE

PROVIDE CHAIN - SIZE TO

MATCH EXISTING

ATTACH EYE BOLT TO

SUPPORT

STEEL ANGLE BRACKET SUPPORT,

TYP. OF 3 - PAINT SUPPORTS P5 -

SEE STRUCTURAL SKETCH FOR

SIZE AND ATTACHMENT - SPACING

OF SUPPORTS SHALL MATCH

SPACING OF EXISTING SUPPORTS

CL

OF CMU

18" TO FACE

1 1/2"

6" 45°

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

07-15-2025

PROJECT

NUMBER

7/

/2

5:

:0

PM

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

A M

O D

EL

_M ar cu s_ At ts on

.rv t

1 1/2" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-16

SHIVE-HATTERY

1 1/2" = 1'-0"1 CANOPY HEIGHT BAR SUPPORT

SCHNEIDERAv

STRUCTURL ENGINEERS

Job Namo

Job No.

By Rev

-CHAN

AX

Sheet

Dale

Dale

Date : 9/9/2025

Job #: 24463

CO #: 3

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:

COR #003: Height Restriction Bar Supports

Change Requested By: Kyle Burns

Sent Via: E-mail

Description of Change:

Per the directive of Kyle Burns, additional work is required to provide supports for the height restriction bar at the driving test car port.

S&H Scope of Work:

- Furnish and install (3) steel angle bracket supports per structural sketch SK-16.

- Reset existing height restriction bar at 13'-6" clearance height.

- Provide chain sized to match existing.

- Anchor supports to existing CMU face per EOR's detail.

S&H Steel's scope is limited to fabrication and installation of the supports and re-installation of the bar.

Surface preparation and painting of the bar is excluded and shall be performed by others.

Cost Breakdown:

Detailing: $150.00 Materials: $302.72 Fabrication: $312.00 Erection / Installation: $2,926.00 Equipment: $750.00 Crew Mobilization: $456.00

OH/P: $734.55

Total Amount: $5,631.27

Date : 9/9/2025

Job #: 24463

CO #: 3

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:

COR #003: Height Restriction Bar Supports

The change has added 2 Calendar Days to the project schedule and will cause an increase of $5,631.27 to the contract amount.

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 9/9/2025.

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

Accepted By S&H Steel Co. LLC

7330 N Shannon Rd

RFI #51: R.F.I. #051 Downspout On North Side of Building

Status Open

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jul 7, 2025 Due Date Jul 11, 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

Question Question from Kyle Burns SD Crane Builders Inc. on Monday, Jul 7, 2025 at 03:32 PM MST

For your review please see attached R.F.I. #051 Downspout On North Side of Building. Please advise.

R.F.I. #051 Downspout On North Side of Building.pdf

All Replies Response from Marcus Attson Shive Hattery on Tuesday, Jul 8, 2025 at 04:55 PM MST

R.F.I. #051 Downspout On North Side of Building_S-H Response.pdf

Page 1 of 1 Printed On: Jul 9, 2025 04:20 PM MST

RFI #051

Subject: Downspout on North Side of Building

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:51

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 7/7/25

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 downspout on the North side of the building where the existing canopy was removed. After the canopy was removed we exposed the downspout and found a section of the downspout with existing damage (see pictures attached). Please provide direction on if you would like to see this downspout section repaired or if we should replace the entire downspout to match. Please advise

See pictures attached

Thank you, Photos

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

PROGRESSIVE ROOFING

Date:

To:

Attn:

Re:

Job #

PCO#: Total Value:

Based on AIA Contract Documentation. Quote Valid for 30 Days

15%

Contact: 0%

Contractor/ Owner

Approved by: Date:

Per Diem

Freight

Fuel Surcharge

2,358$

354$

Subtotal

OH & P

Bond Rate

0 -$

2,712$

Equipment/ Rental Cost -$

Total Change Order luis.cota@progressiveus.com Luis Cota (520)-697-1082

Reach Lift 0 Day $1,233.48 -$

-$ Boom Crane 0 Day $2,814.13

Misc. (Blades, Bits, Rags, Frames, Bags, Plastic Sheeting…)

Labor:

Description Qty Unit Cost / Unit

Description Qty Unit Cost / Unit Cost

Equipment / Rentals:

Hours

Safety - Hours

Hours

Metal Shop 6.50

Manager - Hours

Field Install

Replace Downspout & Conductor Box

This price includes the time material and equipment to remove downspout and conductor box and replace with new conductor box w/sealant and downspout

Inclusions:

Exclusions:

Contract exclusions apply. Indemnification of anyone for this work. Material is subject to availability. Additional work may impact original schedule.

9/24/2025

SD Crane Builders

Jeff Murray

ADOT Tucson North MVD

5103-5-022

93.50$

Qty Unit Cost / Unit

2,712$

Description galvanized 24ga 4x10 Flat Sheet

Material:

- 0-

Cost

1.00 4x10 flat 94$

-$ - 0

0 -$

5$

- 0 -$ -$

Driver

Labor Cost

Material Cost 98$

100.44$

100.44$

Cost

100.44$ -$

100.44$ 1,607$

2,260$

125.00$ -$

5%

653$

16.00 Hours

PROGRESSIVE SERVICES, INC. D.B.A. PROGRESSIVE ROOFING

23 N. 35th AVE * PHOENIX AZ, 85009

(602) 278-4900 * FAX (602) 278-6896

7330 N Shannon Rd

RFI #52: R.F.I. #052 Canopy Parapet Cap & CMU Split Face Bump Outs

Revision 0 Status Open

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jul 15, 2025 Due Date Jul 18, 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 Tuesday, Jul 15, 2025 at 02:27 PM MST

For your review please see attached R.F.I. #052 Canopy Parapet Cap & CMU Split Face Bump Outs. Please advise.

R.F.I. #052 Canopy Parapet Cap & CMU Split Face Bump Outs.pdf

All Replies Response from Marcus Attson Shive Hattery on Tuesday, Jul 29, 2025 at 08:13 PM MST

R.F.I. #052 Canopy Parapet Cap & CMU Split Face Bump Outs_S-H Response.pdf

Page 1 of 1 Printed On: Jul 31, 2025 01:51 PM MST

RFI #052

Subject: Canopy Parapet Cap & CMU Split Face Bump Outs

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:52

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 7/15/25

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 canopy parapet cap and existing roofing at the CMU split face bump outs at AL2, AL3,and AL5. The existing bump outs have a sloped concrete cap that is cracking and falling apart (see pictures). The parapet cap on the canopy is cracking and falling apart.

Please advise on how to repair the parapet cap and bump out roofs. Please let me know if you have any questions.

See pictures attached and Drawing A2.0

Thank you, A2.0, Photos

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

07/29/2025

Shive-Hattery

Marcus Attson

At canopy parapet, contractor shall remove and replace all unsound mortar crown. Coat over entirety crown and wrap down inside face of parapet to flashing with elastomeric paint.

At CMU bump outs, contractor shall remove existing stucco and remove and replace unsound mortar per sketch SK-17.

3"

24'-0" FULL LENGTH OF CMU

SK-17 REMOVE PORTION OF EXISTING STUCCO

D

1/2" / 12"

3"

REMOVE PORTION OF EXISTING

STUCCO - FULL WIDTH OF CMU LINTEL

REMOVE ALL UNSOUND

MORTAR - PROVIDE MORTAR

OVER EXISTING CMU, SLOPE

AWAY FROM BUILDING

EXISTING CMU LINTEL TO

REMAIN

EXISTING STUCCO TO REMAIN

PROVIDE ELASTOMERIC PAINT TO TOP OF

MORTAR - WRAP PAINT TO UNDERSIDE OF

STUCCO

D

AT

E D

R

AW

N B

Y

AP

PR

O

VE

D

B Y

SC

AL

E

FI

EL

D

B O

O K

R

EV

IS

ED

S H

EE

T

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

S

H

IV

E- H

AT

TE

R Y.

C O

M

-2

2-

Revit Version

PROJECT NUMBER

ISSUED FOR

SK-17

7/22/2025 10:20:29 PM

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

A M

O D

EL

_M ar cu s_ At ts on

.rv t

As in di ca te d

2172304350

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

M A

JD

M

SK

-1

SH

IV

E- H

AT

TE

R Y

1/4" = 1'-0"1 SOUTH ELEVATION - CMU LINTEL

1 1/2" = 1'-0"2 TYP. DETAIL @ CMU LINTEL

WH

A

A

3 3

B

B

4 4

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ENTRY /

GREETER

SELF

SERVICE

OFFICE

OFFICE

MENS

WOMENS

MECH

JAN

SECURE

STOR

TRAINING

STORAGE

UTILITY

WOMENS

MENS

TESTING

MGR

OFFICE

IT

BREAK

RESTROOM

CSR

WORKSTATIONS

STAFF

CORRIDOR

CUSTOMER

QUEUE

SHED

OUTDOOR

BREAK

ROAD

TEST

CANOPY

OUTDOOR

WAITING

TYP 6

A4.1

A4.0

E2 8'-8"

18'-8"

'-8

6a

116c

6b

107 106

103a

103b

17 17

172'-0" 8'-0" 2'-0" 8'-0" 2'-0" 9'-8"

P1

'-2

" 99'-5"

A5.0 1

A5.0

A2.0E

A2.0E

A2.0E

AL07 AL08 AL09

AL02

AL03

AL04

AL05

AL06 AL01

SEE SHEETS A1.0 / A1.1 FOR SITE PLAN INFORMATION

2'-2" 2'-2"

2' -2

A2.0E

100'-0"

A8.3

SIM

A8.2

A8.3

TYP. OF 9

22 22

24 25

A8.2

A8.2

A8.2

5'-8"

2' -6

A5.0

4' -8

INFILL

3'-4"

IN

FI

LL

3'

-4 "28

A8.3

A8.3

A8.3

LOW

LOW

LOW

SEE 12/A8.2 FOR

HIGH CONDITION

AK

AK

INFILL

4'-8"28

5'-0"

'-0

5'

-0

'-4

DN

DN

NO WORK

THIS AREA

5' -0

TYP 3

CR

C R

C R

C R

CR

CR

C R

CR

9' -2

9'-0"

IN

FI

LL

3'

-4

P2

P2

DN

DN

MARK DESCRIPTION PLAN DETAIL

WALL TYPES AND SUBTYPES

P1 •

TYPICAL PARTITION WALL

5/8" GYPSUM BOARD TYPE 'X'

3-5/8" 20 GA. STEEL STUDS @ 1'-4" O.C.

3-1/2" SOUND ATTENTUATING BATT

INSULATION (SAB)

5/8" GYPSUM BOARD TYPE 'X' (EXTEND

6" PAST CEILING U.N.O.)

P2

TYPICAL PLUMBING WALL

5/8" GYPSUM BOARD TYPE 'X'

6" 20 GA. STEEL STUDS @ 1'-4" O.C.

3-1/2" SOUND ATTENTUATING BATT

INSULATION (SAB)

5/8" GYPSUM BOARD TYPE 'X' (EXTEND

6" PAST CEILING U.N.O.)

TYPICAL

TYPCIAL SITE WALL

3-COAT STUCCO SYSTEM, PAINTED W/

ELASTOMERIC PAINT

8" x 8" x 16" CONCRETE MASONRY UNITS -

VERTICAL REINFORCING AND GROUTED

AT 48" O.C.

M1

WALL SUBTYPE - FURRING

7/8" METAL FURRING STRIPS

5/8" GYPSUM BOARD

NOTE: EXTEND 6" PAST CEILING U.N.O.

a

EXISTING TYPICAL EXTERIOR WALL (R-15.7)

[E] STUCCO SYSTEM, REPAINT W/

ELASTOMERIC PAINT

[E] 8" X 8" X 16" CONCRETE MASONRY UNITS

[E] 2X4 STUD FURRING

[E] 5/8" GWB, REPAINT

E1

ENTRY ADDITION EXTERIOR WALL (R-18 MIN)

VERTICAL RIB KINGSPAN U-24 PREFINISHED

METAL PANEL

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

1" RIGID INSULATION (R-5ci)

VAPOR BARRIER

1/2" PLYWOOD SUBSTRATE

6" MTL STUDS @ 24" O.C.

5-1/2" BATT INSULATION (R-13 MIN)

5/8" GWB PAINTED

E2

EXISTING ENTRY EXTERIOR WALL - RECLAD

VERTICAL RIB KINGSPAN U-24 PREFINISHED

METAL PANEL

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

1" RIGID INSULATION

VAPOR BARRIER

[E] PLYWOOD SUBSTRATE

[E] 6" MTL STUD FRAMING

[E] 5/8" GWB, REPAINT

E3

5" 7"

9"

WALL SUBTYPE - ADD TILE TO PARTITION WALL

CERAMIC TILE WAINSCOT TO 5'-0" U.N.O.

*SEE WALL TYPES P1 / P2 FOR REST OF

ASSEMBLY. PROVIDE CEMENT

BACKERBOARD IN LIEU OF GYPSUM

BOARD AT FACE WITH TILE

CT

NOTE: GRAY LINEWORK INDICATES EXISTING WALLS TO REMAIN

SEAL

AP

PR

O

VE

D B

Y

D R

AW

N

B Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

PR

O

JE

C

T N

U M

BE

R

FI

EL

D B

O O

K

A

B C D E F

A B C D E F Autodesk Revit 2022

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

4/ 9/

:0

6:

A M

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

EN

TR

AL

_M ar cu s_ At ts on

.rv t

FL

O

O R

P

LA

N

Ap pr ov er

AM

L, M A

D

EC

EM

BE

R

, 2

A2.0

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

1 PROVIDE NEW CONCRETE FLOOR SLAB - SEE FINISH PLAN FOR FINISH

MATERIALS

2 EXISTING FLOOR SLAB TO REMAIN

3 EXISTING EXPOSED TUBE STEEL COLUMN, PTD

4 SEMI-RECESSED FIRE EXTINGUISHER CABINET, STAINLESS STEEL. FIRE

EXTINGUISHER BY OWNER.

5 TESTING FURNITURE STATION BY OWNER, PROVIDE POWER AND DATA PER

ELECTRICAL.

6 EXISTING SAFE TO BE RELOCATED

7 PROVIDE PLUMBING FIXTURES, PARTITION STALLS, AND ACCESSORIES FOR

RESTROOM, TYP. SEE FINISH PLAN FOR MATERIALS AND TOILET ACCESSORIES

SCHEDULE THIS SHEET

8 SOLID SURFACE COUNTER TOP LAVATORIES (PER PLUMBING), & ADA

COMPLIANT SENSORED FAUCETS

9 ALUMINUM STOREFRONT SYSTEM, CLEAR ANODIZED FRAMES - SEE

SPECIFICATIONS

10 COPY AREA MILLWORK: BASE AND UPPER CABINETRY WITH PLASTIC LAMINATE

EXTERIOR SURFACES, INTERIOR MELAMINE AND PLASTIC LAMINATE

COUNTERTOP WITH 4" BACKSPLASH

11 BREAK ROOM MILLWORK: BASE AND UPPER CABINETRY WITH PLASTIC

LAMINATE EXTERIOR SURFACES, INTERIOR MELAMINE AND SOLID SURFACE

COUNTERTOP WITH 4" BACKSPLASH

12 EXISTING PRINTER/COPIER, PROTECT IN PLACE, RELOCATED

13 18" DEEP STANDARD AND BRACKET SHELVING, 3 TIERS.

14 WALL MOUNTED DUCTLESS HVAC UNIT WITH ROOF CONDENSER - SEE

MECHANICAL

15 EXTERIOR SLAB ON GRADE - 4" CONCRETE OVER 4" A.B.C. - 6" X 6" MIN.

TOEDOWNS AT EDGES ADJACENT TO GRADE, TYP.

16 SLOPED WALKWAY (1:20 SLOPE MAXIMUM) - 4" CONCRETE OVER 4" A.B.C. - 5'-0"

CONTROL JOINTS, U.N.O. - 6" X 6" MIN. TOEDOWNS AT EDGES ADJACENT TO

GRADE, TYP.

17 EXISTING CONCRETE BENCH, RELOCATED

18 REPLACE METAL HANDRAILS AT SITE STAIR FOR ADA PER DETAIL 3/A1.1

19 POWER POLE, TO BE PROVIDED BY OWNER IN FURNITURE PACKAGE. BASIS OF

DESIGN: LEGRAND WIREMOLD VISTA ARCHITECTURAL COLUMN, SMALL SQUARE

TO BE PROVIDED AT EVERY OTHER WORKSTATION (SERVICE TO 2

WORKSTATIONS MAXIMUM)

20 NEW STRUCTURAL COLUMN AND BEAM ASSEMBLY PER STRUCTURAL

21 INFILL WALL TO MATCH EXISTING CONSTRUCTION - FINISH TO MATCH ADJACENT

SURFACES

22 ACCESSIBLE WALL MOUNTED WATER CLOSET - SEE THIS SHEET FOR MOUNTING

HEIGHT

23 EXISTING FIRE DEPARTMENT CONNECTION (FDC) TO REMAIN

24 EXISTING FIRE RISER - REPLACE 'STANDPIPE' SIGNAGE TO READ: 'FIRE RISER'

GENERAL FLOOR PLAN NOTES

A. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES,

DIMENSIONS AND EXISTING CONDITIONS AS REQUIRED TO COMPLETE THE

CONTRACT. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BID.

B. SEE ALL ENGINEERING DRAWINGS FOR ADDITIONAL REQUIREMENTS.

C. EXISTING FINISHES TO REMAIN SHALL BE PROTECTED FROM DAMAGE

DURING CONSTRUCTION. ANY DAMAGED FINISHES SHALL BE REPAIRED TO

LIKE/NEW CONDITION.

D. PROVIDE FIRE TREATED WOOD BLOCKING IN WALLS OR ALL WALL STOPS,

TYP.

E. PROVIDE ACCESS PANELS IN WALLS AND GWB CEILINGS AT VALVES AND

JUNCTION BOXES - SEE MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR EXACT LOCATIONS. PAINT ACCESS PANELS TO MATCH ADJ.

SURFACES, TYP.

F. CONTRACTOR TO COORDINATE CONSTRUCTION WITH EXISTING

EQUIPMENT TO REMAIN. COORDINATE WITH MECHANICAL, PLUMBING AND

ELECTRICAL DRAWINGS.

G. G.C. TO VERIFY ALL EXISTING BUILDING FINISHED FLOOR ELEVATIONS

PRIOR TO START OF WORK AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

1/8" = 1'-0"1 FLOOR PLAN

WALL TYPE NOTES

A. USE MOISTURE AND MOLD RESISTANT GYPSUM BOARD IN ROOMS SCHEDULED TO

RECEIVE CERAMIC WALL TILE, INCLUDING, BUT NOT LIMITED TO TOILET ROOMS.

B. ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS SHALL HAVE METAL

CORNER BEADS.

C. TERMINATE ALL GYPSUM BOARD EDGES ABUTTING DISSIMILAR MATERIALS AND

EDGES EXPOSED TO VIEW, WITH NON-EXPOSED METAL CASING BEAD AND

ISOLATED BY BACK ROD AND SELANT FULL-LENGTH UNLESS OTHERWISE

INDICATED.

D. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS AND EXTENT OF

PARTITIONS SEALED TO THE DECK ABOVE. SEAL ALL PENETRATIONS THROUGH

WALLS INTO IT AND MECHANICAL ROOMS.

E. DIMENSIONING OF GYPSUM BOARD AND METAL STUD PARTITIONS ON THE FLOOR

PLANS IS TO THE FINISHED FACE OF THE SURFACE UNLESS OTHERWISE INDICATED.

F. PROVIDE ACOUSTIC SEALANT AT BASE OF ALL STUD WALLS AND AT

PENETRATIONS.

G. PROVIDE GYPSUM BOARD ON FOUR SIDES OF OPENINGS FRAMED FOR DAMPERS.

USE SAME NUMBER OF LAYERS AND TYPE OF GYPSUM BOARD AS FOR SIDE

PARTITION WITH GREATER PROTECTION.

H. PROVIDE DEFLECTION TRACK AT ALL WALLS THAT EXTEND TO DECK.

I. PROVIDE BRACING FOR ALL INTERIOR PARTITIONS FOR SEISMIC DESIGN CATEGORY

"D" PER THE IBC.

J. PROVIDE STEEL STRAPPING OR FIRE TREATED WOOD BLOCKING IN PARTITIONS

FOR WALL-HUNG ITEMS INCLUDING CASEWORK, SHELVING AND EQUIPMENT.

K. PROVIDE CONTROL JOINTS IN PARTITIONS 30'-0" IN LENGTH OR GREATER.

L. DIMENSIONING IN PLAN OF ALL MASONRY PARTITIONS AND OTHER MASONRY

ELEMENTS IS TO THE FACE OF MASONRY.

M. SEE STRUCTURAL DRAWINGS FOR SHEAR AND BEARING WALLS.

N. SEE STRUCTURAL DRAWINGS FOR MASONRY WALL REINFORCING.

O. PROVIDE CONTINUOUS FIRE TREATED PLYWOOD BLOCKING IN BATHROOMS TO 5'-0"

A.F.F. FOR GRAB BARS AND ACCESSIBLE FIXTURE MOUNTING.

P. INTERIOR STEEL STUDS SHALL NOT BE LESS THAN 25 GAUGE AND NOT MORE THAN

1'-4" ON CENTER UNLESS OTHERWISE INDICATED. 20 GAUGE STUDS MINIMUM SHAL

BE USED TO FRAME ALL DOORS, BORROWED LIGHT, PASS-THRU AND CASED

OPENINGS. SEE SPECIFICATIONS FOR DESIGN AND ENGINEERING.

Q. PROVIDE DOUBLE STUDS AT EACH SIDE OF OPENINGS. EXTEND STUDS FROM

FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.

R. PROVIDE ACCESS PANELS AT ALL VALVES AND JUNCTION BOXES IN WALLS AND

GWB CEILINGS. COORDINATE LOCATION W/ ARCHITECT PRIOR TO INSTALLATION.

PAINT TO MATCH ADJACENT SURFACES.

S. ALL PRIVATE OFFICES, AND TOILET ROOMS SHALL HAVE SOUND ATTENUATION

INSULATION IN WALLS.

N

# KEYNOTES

25 ELECTRICAL SERVICE ENTRANCE - REFER TO ELECTRICAL SHEETS FOR

SERVICE UPGRADE INFORMATION

26 EXISTING ELECTRICAL PANEL TO REMAIN

27 HEAVY DUTY STEEL UTILITY SHELF - 5-TIER - 60"W X 18"D X 72"H BY EDSAL

MODEL #UR-60BLK OR APPROVED EQUAL

28 INFILL EXTERIOR WALL AT DEMOLISHED DOOR - EXTERIOR STUCCO FINISH TO

MATCH ADJACENT WALL

29 DUAL HEIGHT COUNTER: STAND UP PORTION AND ACCESSIBLE HEIGHT

SECTION. TO BE PROVIDED BY OWNER WITH FURNITURE PACKAGE. GC TO

PROVIDE CONTINUOUS BLOCKING IN WALL TO ACCOMMODATE FUTURE

MOUNTING, AND ROUGH-IN FOR PANIC BUTTON.

30 PROVIDE 3/4" FIRE TREATED PLYWOOD W/ WHITE COATING AT 3 SIDES OF IT

ROOM, FULL LENGTH OF WALL UP TO 8'0"H

31 ALARM KEYPAD, BY OWNER. GC TO PROVIDE ROUGH-IN.

32 RECESSED ELECTRICAL PANEL IN EXISTING PARTITION WALL - SEE ELECTRICAL

33 RECESSED ELECTRICAL POWER/DATA FLOOR BOX

34 SOFFIT/HEADER ABOVE - SHOWN DASHED. SEE RCP SHEET A2.2

35 PROVIDE NEW PLUMBING WALL - MATCH EXISTING CONSTRUCTION OF

ADJACENT PLUMBING WALL - PATCH AND REPAIR EXISTING WALLS - FINISH PER

FINISH PLAN SHEET I2.0

36 THERE IS TO BE NO PLUMBING IN WALL SHOWN IN GRAY HATCH. ALL PLUMBING

LINES FOR BREAK ROOM ARE TO COME THROUGH SIDE WALL AND BE ROUTED

IN MILLWORK WHERE NECESSARY. SEE PLUMBING SHEETS FOR ADDITIONAL

INFORMATION.

-0 9-

PL

AN

R

EV

IE

W

C O

M M

EN

TS

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

Canopy Parapet Cap Repairs

CMU Split Face Bump Outs

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

Hansen-Kramer Stucco Inc.

Quality Since 1988

September 5, 2025

SD Crane

RE: Repairs above split-face block “bump outs” – ADOT North

Chip back stucco edge, install expanded flange casing for stucco stop. Work is ONLY 3” wide per discussion with super on site by Curt Hansen. If more is chipped out, price will increase accordingly.

Lath, brown coat and dash finish to resemble existing

ADD $2,450.00

2100 E. Beverly Drive, Tucson AZ 85719

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

C-18 License Number 74204

B-2 License Number 75957

PROPOSAL

Hirschi Masonry LLC

4940 W. Watkins St, Phoenix, AZ 85043

Phone: (702) 399-2211 Fax: (702) 399-9344

Project Location: 7330 N. Shannon Rd., Tucson, AZ 85741 Block Manufacturer: Superlite

Plans By: WSM Architecture Structural Engineering: Ronald H. Schneider

JOB SPECIFIC INFO:

Scope of Work $10,520.43

Concrete 4500 psi, Block 2000 psi, Mortar 1800 psi, Grout 2000 psi

Project Name: ADOT Tucson North MVD Building Remodel Proposal #: P24-1314 R0A2

Description: Masonry Proposal Date: August 01, 2025

Per RFI # 52 repairing Parapet cap over drive through ramada, and sloped caps at split face pop outs.

Chisel/demo failing mortar cap to be replaced with new Type S mortar sloped/curved for drainage. Does not cover any chipped block, and chipped block may incur additional costs.

Page 1 of 2 _____/_____

Project: ADOT Tucson North MVD Building Remodel COR No: P24-1314 R0A2

Subcontractor: Hirschi Masonry Date: 5/13/2025

Units Amount Unit Cost Total ct 42 9.43$ 396.06$ ea 10 23.00$ 230.00$ ea 2 15.00$ 30.00$ ea 2 25.00$ 50.00$

Materials Subtotal: 706.06$

Sales Tax % 0.000% -$

Materials Total: 706.06$

Units Amount Unit Cost Total

Hrs 24 44.43$ 1,066.32$

Hrs 24 8.08$ 193.92$

Equipment Total: 1,260.24$

Units Amount Unit Cost Total

Man Hrs 24 48.39$ 1,161.36$

Man Hrs 24 42.63$ 1,023.12$

Man Hrs 24 33.41$ 801.84$

Man Hrs 24 44.74$ 1,073.76$

Labor Subtotal: 4,060.08$

Labor Burden 28.0% 1,136.82$

Labor Total: 5,196.90$

Units Amount Unit Cost Total ea 1 500.00$ 500.00$ days 3 495.00$ 1,485.00$ days 1 1,280.00$ 1,280.00$

Vendor Total: 1,985.00$

Subtotal: 9,148.20$

P&O Markup 15% 1,372.23$

Total: 10,520.43$

Out of town costs

Misc.

Description

Delivery of material to site

Boom Lift Rental

Crew Leader

Mason

Laborer

Operator

Mixer

Labor:

Description

Paint Tray

Equipment:

Description

Crew Truck

Type S Mortar

Concrete glue

Roller

CHANGE ORDER REQUEST

Description of Change: mortar cap repairs

Materials:

Description

7330 N Shannon Rd

RFI #57: R.F.I. #57 Existing I Beam Above Public Restrooms

To Marcus Attson (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jul 27, 2025 Due Date Jul 30, 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.), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of Transportation), Joel Mesik (Shive Hattery), Jeff Murray (SD Crane Builders Inc.)

Question Question from Kyle Burns SD Crane Builders Inc. on Sunday, Jul 27, 2025 at 03:44 PM MST

For your review please see attached R.F.I. #57 Existing I Beam Above Public Restrooms. Please advise.

R.F.I. #57 Existing I Beam Above Public Restrooms.pdf

All Replies Response from Marcus Attson Shive Hattery on Wednesday, Aug 6, 2025 at 07:29 PM MST

R.F.I. #57 Existing I Beam Above Public Restrooms_S-H Response.pdf

Page 1 of 1 Printed On: Aug 7, 2025 01:24 PM MST

RFI #057

Subject: Existing I Beam Above Public Restrooms

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:57

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 7/27/25

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

Submitted To: John Price Attn: John Price

Reference:

Information: Request:

During our progress and plumbing inspection with Ryan Paris State Inspector, he had brought up a concern of the existing 7.5”X16” I-Beam in the Public Restrooms above ceiling. The I-Beam does not appear to be attached and just sitting on 8”X8”X16” CMU pocket with ¼” flat plate steel the length of the beam and welded every 12”. It appears that the CMU above is not grouted, partially dry packed, and that the beam pocket was formed and grouted. He Ryan Paris request that we submit an RFI to see if the Structural Engineer has any concerns with this existing beam install. Please provide direction on if this will need to be addressed or if the Structural Engineer would like to set up a site visit to put eyes on this beam.

See photos attached below and Drawing A2.0

Thank you, A2.0

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

Per the structural engineer, there is no structural concerns with the attachment of the steel I-beam. At the gaps between the CMU and steel, contractor shall fill with non-shrink grout.

08/06/2025

Shive-Hattery

A

A

3 3

B

B

4 4

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ENTRY /

GREETER

SELF

SERVICE

OFFICE

OFFICE

MENS

WOMENS

MECH

JAN

SECURE

STOR

TRAINING

STORAGE

UTILITY

WOMENS

MENS

TESTING

MGR

OFFICE

IT

BREAK

RESTROOM

CSR

WORKSTATIONS

STAFF

CORRIDOR

CUSTOMER

QUEUE

SHED

OUTDOOR

BREAK

ROAD

TEST

CANOPY

OUTDOOR

WAITING

TYP 6

A4.1

A4.0

E2 8'-8"

18'-8"

'-8

6a

116c

6b

107 106

103a

103b

17 17

172'-0" 8'-0" 2'-0" 8'-0" 2'-0" 9'-8"

P1

'-2

" 99'-5"

A5.0 1

A5.0

A2.0E

A2.0E

A2.0E

AL07 AL08 AL09

AL02

AL03

AL04

AL05

AL06 AL01

SEE SHEETS A1.0 / A1.1 FOR SITE PLAN INFORMATION

2'-2" 2'-2"

2' -2

A2.0E

100'-0"

A8.3

SIM

A8.2

A8.3

TYP. OF 9

22 22

24 25

A8.2

A8.2

A8.2

5'-8"

2' -6

A5.0

4' -8

INFILL

3'-4"

IN

FI

LL

3'

-4 "28

A8.3

A8.3

A8.3

LOW

LOW

LOW

SEE 12/A8.2 FOR

HIGH CONDITION

AK

AK

INFILL

4'-8"28

5'-0"

'-0

5'

-0

'-4

DN

DN

NO WORK

THIS AREA

5' -0

TYP 3

CR

C R

C R

C R

CR

CR

C R

CR

9' -2

9'-0"

IN

FI

LL

3'

-4

P2

P2

DN

DN

MARK DESCRIPTION PLAN DETAIL

WALL TYPES AND SUBTYPES

P1 •

TYPICAL PARTITION WALL

5/8" GYPSUM BOARD TYPE 'X'

3-5/8" 20 GA. STEEL STUDS @ 1'-4" O.C.

3-1/2" SOUND ATTENTUATING BATT

INSULATION (SAB)

5/8" GYPSUM BOARD TYPE 'X' (EXTEND

6" PAST CEILING U.N.O.)

P2

TYPICAL PLUMBING WALL

5/8" GYPSUM BOARD TYPE 'X'

6" 20 GA. STEEL STUDS @ 1'-4" O.C.

3-1/2" SOUND ATTENTUATING BATT

INSULATION (SAB)

5/8" GYPSUM BOARD TYPE 'X' (EXTEND

6" PAST CEILING U.N.O.)

TYPICAL

TYPCIAL SITE WALL

3-COAT STUCCO SYSTEM, PAINTED W/

ELASTOMERIC PAINT

8" x 8" x 16" CONCRETE MASONRY UNITS -

VERTICAL REINFORCING AND GROUTED

AT 48" O.C.

M1

WALL SUBTYPE - FURRING

7/8" METAL FURRING STRIPS

5/8" GYPSUM BOARD

NOTE: EXTEND 6" PAST CEILING U.N.O.

a

EXISTING TYPICAL EXTERIOR WALL (R-15.7)

[E] STUCCO SYSTEM, REPAINT W/

ELASTOMERIC PAINT

[E] 8" X 8" X 16" CONCRETE MASONRY UNITS

[E] 2X4 STUD FURRING

[E] 5/8" GWB, REPAINT

E1

ENTRY ADDITION EXTERIOR WALL (R-18 MIN)

VERTICAL RIB KINGSPAN U-24 PREFINISHED

METAL PANEL

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

1" RIGID INSULATION (R-5ci)

VAPOR BARRIER

1/2" PLYWOOD SUBSTRATE

6" MTL STUDS @ 24" O.C.

5-1/2" BATT INSULATION (R-13 MIN)

5/8" GWB PAINTED

E2

EXISTING ENTRY EXTERIOR WALL - RECLAD

VERTICAL RIB KINGSPAN U-24 PREFINISHED

METAL PANEL

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

1" RIGID INSULATION

VAPOR BARRIER

[E] PLYWOOD SUBSTRATE

[E] 6" MTL STUD FRAMING

[E] 5/8" GWB, REPAINT

E3

5" 7"

9"

WALL SUBTYPE - ADD TILE TO PARTITION WALL

CERAMIC TILE WAINSCOT TO 5'-0" U.N.O.

*SEE WALL TYPES P1 / P2 FOR REST OF

ASSEMBLY. PROVIDE CEMENT

BACKERBOARD IN LIEU OF GYPSUM

BOARD AT FACE WITH TILE

CT

NOTE: GRAY LINEWORK INDICATES EXISTING WALLS TO REMAIN

SEAL

AP

PR

O

VE

D B

Y

D R

AW

N

B Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

PR

O

JE

C

T N

U M

BE

R

FI

EL

D B

O O

K

A

B C D E F

A B C D E F Autodesk Revit 2022

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

4/ 9/

:0

6:

A M

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

EN

TR

AL

_M ar cu s_ At ts on

.rv t

FL

O

O R

P

LA

N

Ap pr ov er

AM

L, M A

D

EC

EM

BE

R

, 2

A2.0

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

1 PROVIDE NEW CONCRETE FLOOR SLAB - SEE FINISH PLAN FOR FINISH

MATERIALS

2 EXISTING FLOOR SLAB TO REMAIN

3 EXISTING EXPOSED TUBE STEEL COLUMN, PTD

4 SEMI-RECESSED FIRE EXTINGUISHER CABINET, STAINLESS STEEL. FIRE

EXTINGUISHER BY OWNER.

5 TESTING FURNITURE STATION BY OWNER, PROVIDE POWER AND DATA PER

ELECTRICAL.

6 EXISTING SAFE TO BE RELOCATED

7 PROVIDE PLUMBING FIXTURES, PARTITION STALLS, AND ACCESSORIES FOR

RESTROOM, TYP. SEE FINISH PLAN FOR MATERIALS AND TOILET ACCESSORIES

SCHEDULE THIS SHEET

8 SOLID SURFACE COUNTER TOP LAVATORIES (PER PLUMBING), & ADA

COMPLIANT SENSORED FAUCETS

9 ALUMINUM STOREFRONT SYSTEM, CLEAR ANODIZED FRAMES - SEE

SPECIFICATIONS

10 COPY AREA MILLWORK: BASE AND UPPER CABINETRY WITH PLASTIC LAMINATE

EXTERIOR SURFACES, INTERIOR MELAMINE AND PLASTIC LAMINATE

COUNTERTOP WITH 4" BACKSPLASH

11 BREAK ROOM MILLWORK: BASE AND UPPER CABINETRY WITH PLASTIC

LAMINATE EXTERIOR SURFACES, INTERIOR MELAMINE AND SOLID SURFACE

COUNTERTOP WITH 4" BACKSPLASH

12 EXISTING PRINTER/COPIER, PROTECT IN PLACE, RELOCATED

13 18" DEEP STANDARD AND BRACKET SHELVING, 3 TIERS.

14 WALL MOUNTED DUCTLESS HVAC UNIT WITH ROOF CONDENSER - SEE

MECHANICAL

15 EXTERIOR SLAB ON GRADE - 4" CONCRETE OVER 4" A.B.C. - 6" X 6" MIN.

TOEDOWNS AT EDGES ADJACENT TO GRADE, TYP.

16 SLOPED WALKWAY (1:20 SLOPE MAXIMUM) - 4" CONCRETE OVER 4" A.B.C. - 5'-0"

CONTROL JOINTS, U.N.O. - 6" X 6" MIN. TOEDOWNS AT EDGES ADJACENT TO

GRADE, TYP.

17 EXISTING CONCRETE BENCH, RELOCATED

18 REPLACE METAL HANDRAILS AT SITE STAIR FOR ADA PER DETAIL 3/A1.1

19 POWER POLE, TO BE PROVIDED BY OWNER IN FURNITURE PACKAGE. BASIS OF

DESIGN: LEGRAND WIREMOLD VISTA ARCHITECTURAL COLUMN, SMALL SQUARE

TO BE PROVIDED AT EVERY OTHER WORKSTATION (SERVICE TO 2

WORKSTATIONS MAXIMUM)

20 NEW STRUCTURAL COLUMN AND BEAM ASSEMBLY PER STRUCTURAL

21 INFILL WALL TO MATCH EXISTING CONSTRUCTION - FINISH TO MATCH ADJACENT

SURFACES

22 ACCESSIBLE WALL MOUNTED WATER CLOSET - SEE THIS SHEET FOR MOUNTING

HEIGHT

23 EXISTING FIRE DEPARTMENT CONNECTION (FDC) TO REMAIN

24 EXISTING FIRE RISER - REPLACE 'STANDPIPE' SIGNAGE TO READ: 'FIRE RISER'

GENERAL FLOOR PLAN NOTES

A. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES,

DIMENSIONS AND EXISTING CONDITIONS AS REQUIRED TO COMPLETE THE

CONTRACT. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BID.

B. SEE ALL ENGINEERING DRAWINGS FOR ADDITIONAL REQUIREMENTS.

C. EXISTING FINISHES TO REMAIN SHALL BE PROTECTED FROM DAMAGE

DURING CONSTRUCTION. ANY DAMAGED FINISHES SHALL BE REPAIRED TO

LIKE/NEW CONDITION.

D. PROVIDE FIRE TREATED WOOD BLOCKING IN WALLS OR ALL WALL STOPS,

TYP.

E. PROVIDE ACCESS PANELS IN WALLS AND GWB CEILINGS AT VALVES AND

JUNCTION BOXES - SEE MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR EXACT LOCATIONS. PAINT ACCESS PANELS TO MATCH ADJ.

SURFACES, TYP.

F. CONTRACTOR TO COORDINATE CONSTRUCTION WITH EXISTING

EQUIPMENT TO REMAIN. COORDINATE WITH MECHANICAL, PLUMBING AND

ELECTRICAL DRAWINGS.

G. G.C. TO VERIFY ALL EXISTING BUILDING FINISHED FLOOR ELEVATIONS

PRIOR TO START OF WORK AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

1/8" = 1'-0"1 FLOOR PLAN

WALL TYPE NOTES

A. USE MOISTURE AND MOLD RESISTANT GYPSUM BOARD IN ROOMS SCHEDULED TO

RECEIVE CERAMIC WALL TILE, INCLUDING, BUT NOT LIMITED TO TOILET ROOMS.

B. ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS SHALL HAVE METAL

CORNER BEADS.

C. TERMINATE ALL GYPSUM BOARD EDGES ABUTTING DISSIMILAR MATERIALS AND

EDGES EXPOSED TO VIEW, WITH NON-EXPOSED METAL CASING BEAD AND

ISOLATED BY BACK ROD AND SELANT FULL-LENGTH UNLESS OTHERWISE

INDICATED.

D. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS AND EXTENT OF

PARTITIONS SEALED TO THE DECK ABOVE. SEAL ALL PENETRATIONS THROUGH

WALLS INTO IT AND MECHANICAL ROOMS.

E. DIMENSIONING OF GYPSUM BOARD AND METAL STUD PARTITIONS ON THE FLOOR

PLANS IS TO THE FINISHED FACE OF THE SURFACE UNLESS OTHERWISE INDICATED.

F. PROVIDE ACOUSTIC SEALANT AT BASE OF ALL STUD WALLS AND AT

PENETRATIONS.

G. PROVIDE GYPSUM BOARD ON FOUR SIDES OF OPENINGS FRAMED FOR DAMPERS.

USE SAME NUMBER OF LAYERS AND TYPE OF GYPSUM BOARD AS FOR SIDE

PARTITION WITH GREATER PROTECTION.

H. PROVIDE DEFLECTION TRACK AT ALL WALLS THAT EXTEND TO DECK.

I. PROVIDE BRACING FOR ALL INTERIOR PARTITIONS FOR SEISMIC DESIGN CATEGORY

"D" PER THE IBC.

J. PROVIDE STEEL STRAPPING OR FIRE TREATED WOOD BLOCKING IN PARTITIONS

FOR WALL-HUNG ITEMS INCLUDING CASEWORK, SHELVING AND EQUIPMENT.

K. PROVIDE CONTROL JOINTS IN PARTITIONS 30'-0" IN LENGTH OR GREATER.

L. DIMENSIONING IN PLAN OF ALL MASONRY PARTITIONS AND OTHER MASONRY

ELEMENTS IS TO THE FACE OF MASONRY.

M. SEE STRUCTURAL DRAWINGS FOR SHEAR AND BEARING WALLS.

N. SEE STRUCTURAL DRAWINGS FOR MASONRY WALL REINFORCING.

O. PROVIDE CONTINUOUS FIRE TREATED PLYWOOD BLOCKING IN BATHROOMS TO 5'-0"

A.F.F. FOR GRAB BARS AND ACCESSIBLE FIXTURE MOUNTING.

P. INTERIOR STEEL STUDS SHALL NOT BE LESS THAN 25 GAUGE AND NOT MORE THAN

1'-4" ON CENTER UNLESS OTHERWISE INDICATED. 20 GAUGE STUDS MINIMUM SHAL

BE USED TO FRAME ALL DOORS, BORROWED LIGHT, PASS-THRU AND CASED

OPENINGS. SEE SPECIFICATIONS FOR DESIGN AND ENGINEERING.

Q. PROVIDE DOUBLE STUDS AT EACH SIDE OF OPENINGS. EXTEND STUDS FROM

FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.

R. PROVIDE ACCESS PANELS AT ALL VALVES AND JUNCTION BOXES IN WALLS AND

GWB CEILINGS. COORDINATE LOCATION W/ ARCHITECT PRIOR TO INSTALLATION.

PAINT TO MATCH ADJACENT SURFACES.

S. ALL PRIVATE OFFICES, AND TOILET ROOMS SHALL HAVE SOUND ATTENUATION

INSULATION IN WALLS.

N

# KEYNOTES

25 ELECTRICAL SERVICE ENTRANCE - REFER TO ELECTRICAL SHEETS FOR

SERVICE UPGRADE INFORMATION

26 EXISTING ELECTRICAL PANEL TO REMAIN

27 HEAVY DUTY STEEL UTILITY SHELF - 5-TIER - 60"W X 18"D X 72"H BY EDSAL

MODEL #UR-60BLK OR APPROVED EQUAL

28 INFILL EXTERIOR WALL AT DEMOLISHED DOOR - EXTERIOR STUCCO FINISH TO

MATCH ADJACENT WALL

29 DUAL HEIGHT COUNTER: STAND UP PORTION AND ACCESSIBLE HEIGHT

SECTION. TO BE PROVIDED BY OWNER WITH FURNITURE PACKAGE. GC TO

PROVIDE CONTINUOUS BLOCKING IN WALL TO ACCOMMODATE FUTURE

MOUNTING, AND ROUGH-IN FOR PANIC BUTTON.

30 PROVIDE 3/4" FIRE TREATED PLYWOOD W/ WHITE COATING AT 3 SIDES OF IT

ROOM, FULL LENGTH OF WALL UP TO 8'0"H

31 ALARM KEYPAD, BY OWNER. GC TO PROVIDE ROUGH-IN.

32 RECESSED ELECTRICAL PANEL IN EXISTING PARTITION WALL - SEE ELECTRICAL

33 RECESSED ELECTRICAL POWER/DATA FLOOR BOX

34 SOFFIT/HEADER ABOVE - SHOWN DASHED. SEE RCP SHEET A2.2

35 PROVIDE NEW PLUMBING WALL - MATCH EXISTING CONSTRUCTION OF

ADJACENT PLUMBING WALL - PATCH AND REPAIR EXISTING WALLS - FINISH PER

FINISH PLAN SHEET I2.0

36 THERE IS TO BE NO PLUMBING IN WALL SHOWN IN GRAY HATCH. ALL PLUMBING

LINES FOR BREAK ROOM ARE TO COME THROUGH SIDE WALL AND BE ROUTED

IN MILLWORK WHERE NECESSARY. SEE PLUMBING SHEETS FOR ADDITIONAL

INFORMATION.

-0 9-

PL

AN

R

EV

IE

W

C O

M M

EN

TS

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

Existing I-Beam

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

C-18 License Number 74204

B-2 License Number 75957

PROPOSAL

Hirschi Masonry LLC

4940 W. Watkins St, Phoenix, AZ 85043

Phone: (702) 399-2211 Fax: (702) 399-9344

Project Location: 7330 N. Shannon Rd., Tucson, AZ 85741 Block Manufacturer: Superlite

Plans By: WSM Architecture Structural Engineering: Ronald H. Schneider

JOB SPECIFIC INFO:

Scope of Work $1,975.47

Concrete 4500 psi, Block 2000 psi, Mortar 1800 psi, Grout 2000 psi

Project Name: ADOT Tucson North MVD Building Remodel Proposal #: P24-1314 R0A3

Description: Masonry Proposal Date: August 26, 2025

Per RFI # 57 dry pack in gaps on I-beam over restrooms This will have to be completed with a different CO or the Trash Enclosure to eliminate out of town costs****

Page 1 of 2 _____/_____

Project: ADOT Tucson North MVD Building Remodel COR No: P24-1314 R0A3

Subcontractor: Hirschi Masonry Date: 8/26/2025

Units Amount Unit Cost Total ct 20 20.15$ 403.00$

Materials Subtotal: 403.00$

Sales Tax % 0.000% -$

Materials Total: 403.00$

Units Amount Unit Cost Total

Hrs 4 44.43$ 177.72$

Hrs 8.08$ -$

Equipment Total: 177.72$

Units Amount Unit Cost Total

Man Hrs 4 48.39$ 193.56$ Man Hrs 4 42.63$ 170.52$ Man Hrs 4 33.41$ 133.64$ Man Hrs 44.74$ -$

Labor Subtotal: 497.72$ Labor Burden 28.0% 139.36$

Labor Total: 637.08$

Units Amount Unit Cost Total ea 1 500.00$ 500.00$

Vendor Total: 500.00$

Subtotal: 1,717.80$

P&O Markup 15% 257.67$

Total: 1,975.47$

Misc.

Description

Delivery of material to site

Crew Leader Mason Laborer Operator

Mixer we will have to hand mix

Labor:

Description

Equipment:

Description

Crew Truck

Non-shrick grout

CHANGE ORDER REQUEST

Description of Change: mortar cap repairs

Materials:

Description

7330 N Shannon Rd

RFI #58: R.F.I. #058 Attaching Drywall to Flat Strap-Insulation

To Marcus Attson (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jul 27, 2025 Due Date Jul 30, 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.), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of Transportation), Joel Mesik (Shive Hattery), Jeff Murray (SD Crane Builders Inc.)

Question Question from Kyle Burns SD Crane Builders Inc. on Sunday, Jul 27, 2025 at 04:03 PM MST

For your review please see attached R.F.I. #058 Attaching Drywall to Flat Strap-Insulation. Please advise.

R.F.I. #058 Attaching Drywall to Flat Strap-Insulation.pdf

All Replies Response from Marcus Attson Shive Hattery on Wednesday, Aug 6, 2025 at 07:32 PM MST

R.F.I. #058 Attaching Drywall to Flat Strap-Insulation_S-H Response.pdf

Page 1 of 1 Printed On: Aug 7, 2025 01:25 PM MST

RFI #058

Subject: Attaching Drywall to Flat Strap/Insulation

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:58

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 7/27/25

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

Submitted To: John Price Attn: John Price

Reference:

Information: Request:

In RFI #34 the design team comments say that the gypsum wall board and rigid insulation are to remain at the N. wall of the lobby and E. wall in the copy room. Our Drywall team have concerns about attaching drywall to the flat strap holding the insulation and that it will not work or provide an acceptable finish product. Our Drywall team recommends replacing these areas similar to the detail of the RFI #34 response at the E. walls of offices 111,112, and 114 or with 3 5/8” fur out.

Please advise on how to move forward.

See attached Photos and RFI #34 below.

Thank you, RFI #34

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 contractor shall remove and replace the existing drywall and rigid insulation with 5/8" drywall over 1-1/2" z-furring with 1-1/2" polyiso rigid insulation. See attached sketch SK-18.

08/06/2025

Shive-Hattery

W H

W H

OFFICE

STORAGE

UTILITY

RESTROOM

3a

AL06

5/8" G.W.B. OVER 1-1/2" Z-FURRING

CHANNELS @ 24" O.C. W/ 1-1/2"

POLYISO INSULATION

WALL MOUNTED TV/MONITOR -

TV/MONITOR AND MOUNTING

BRACKET BY OWNEREXISTING 5/8" G.W.G. OVER 1" RIGID

INSULATION TO REMAIN ON STORAGE

ROOM 108 - SURFACE MOUNT

OUTLETS AND CONDUIT

REMOVE EXISTING 5/8" G.W.B.

OVER RIGID INSULATION

1' -9

/2

WALL MOUNTED EQUIPMENT TO

BE REMOVED - COORDINATE W/

ADOT IT

REMOVE PORTION OF EXISTING

PARTITION WALL

EXISTING HM FRAME TO…