CTR075036_Contract_Amendment_Summary_3.pdf

ARIZONA DEPARTMENT OF TRANSPORTATION

1655 W. Jackson Street, MD 100P

Phoenix, AZ 85007

Contract Amendment Summary CONTRACTOR: SD Crane Builders Inc. AMENDMENT NO.: Three (3)

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 $2,537,623.85 to $2,586,189.74 total cost. See attached CO.

2. Line item CTR075036-3 Base Bid Tax increased from $143,502.62 to $146,249.02. See attached CO.

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

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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

165,344.90

51,312.29

3,238,345.37

11/2/2026

CTR075036 03

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

08/07/2025

08/12/2025

COR No.3

Date: 5/19/25

Item

No.

Subcontractor Trades

Q ty

U n it s

Unit Price Extension Q ty

U n it s

Unit Price Extension Totals

Raise Ceiling Hieght in Gang Restroom ASI #3 -$ 13,140.00$ 13,140.00$

North Restroom Wall Extend Height R.F.I. #13 -$ 3,686.00$ 3,686.00$

Install Hallway Acoutstical Ceiling Per R.F.I. #21 -$ 12,430.00$ 12,430.00$

High Glulam Beams R.F.I.

#22 -$ 2,946.00$ 2,946.00$

Add Lintels & Repair Masonry R.F.I. #23 -$ 4,834.11$ 4,834.11$

Wall Heights & RCP Height Per R.F.I. #27 -$ 3,569.00$ 3,569.00$

40,605.11$

Owner Request 4.00% 1,624.20$

Hidden Condition 10.00% 4,222.93$

3.00% 1,393.57$

Prepurchase Materials 0.50% 239.23$

Omission in Construction docs 1.00% 480.85$

Transfer to/from Contingency 5.655% 2,746.40$

Other 51,312.29$

Approval of this Change Order Request will increase (decrease) the Schedule by: Calendar Days 60

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

ADOA Project Manager Address Authorized Signature & Date

Fee

This Change will require Statutory Review: Yes No

General Conditions

Builders Risk

Tax

Insurance

Bond

Schedule of Values by Trade

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

Labor Material

Check the box best describing the Cause of this Change Subtotal

Exhibit J1

Change Order Request

State of Arizona

General Services Division

1400 West Washington St

Phoenix, AZ 85007

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

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

SD Crane Builders Inc. 1215 W. Rio Salado Pkwy #109 Tempe, AZ 85281 5/29/25

Shive-Hattery

Patrick Holt

Andrew May

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

1400 W Washington Phoenix, AZ 85007

1655 W. Jackson St.

Phoenix, AZ 85007

08/05/2025

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

(HD-24-015)

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #13: R.F.I. #013 Existing North Restroom Wall Framed at 9'

Status Open

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

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Mar 31, 2025 Due Date Apr 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 Monday, Mar 31, 2025 at 07:39 AM MST Joel, For your review please see attached R.F.I. #013 Existing North Restroom Wall Framed at 9'. Please advise.

Thank you, Attachments R.F.I. #013 Existing North Restroom Wall Framed at 9'.pdf

Awaiting an Official Response

All Replies Response from Marcus Attson Shive Hattery on Wednesday, Apr 16, 2025 at 11:08 AM MST Please see attached file for response to RFI 13.

R.F.I. #013 Existing North Restroom Wall Framed at 9'_S-H Response.pdf

Page 1 of 1 Printed On: Apr 17, 2025 03:31 PM MST

REQUEST FOR INFORMATION

RFI #013

Subject: Existing North Restroom Wall Framed at 9'

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:013

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 3/31/2025

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information Request:

The existing gang Womens & Mens restroom walls that are to remain are framed at 9’ and the new ceiling height in the lobby is to be at 9’11”. This will require additional demo, electrical, framing, and drywall work. Please provide detailed direction on how you would like us to rework the framing on the restroom walls to allow for the 9’11” ceiling height in the lobby. Please advise

See drawings and photos attached below

Thank you, A2.0, A2.2, D2.0, D2.2

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: Yes Schedule Impact:

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

Response

Shive-Hattery

Contractor shall extend framing from the top of existing wall, size and spacing of studs shall match existing, see sketch SK-08. Attach wall extension to bottom of existing roof joist with slotted slip track, see detail 5/A9.0.Remove top portion of existing drywall to ensure 12" minimum from top of existing wall. Extend drywall 6" minimum past ACT ceiling, texture of drywall to match existing.

Remove all electrical in area of ceiling. All work in this area is indicated as new work on electrical drawings.

04/16/2025

Shive-Hattery

Marcus Attson

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E2 8'-8"

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116c

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107 106

103a

103b

17 17

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

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A5.0 1

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A2.0E

A2.0E

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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

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4' -8

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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

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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-

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JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

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ERT I F I CA T E

NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

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

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications Planning & Construction Services

04/22/2024 9:55:22 AM

WALL TO EXTEND TO DECK

RECESSED CAN

DOWNLIGHT LED

RECESSED 2x4 LED

WALL PACK LIGHT

2' X 2' ACT DROP CEILING

2' X 4' ACT DROP CEILING

GWB CEILING

LINEAR SUSPENDED

FIXTURE

EXIT SIGN

WALL TO EXTEND 6" ABOVE

ADJACENT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

WALL-MOUNTED DUCTLESS

UNIT

RCP LEGEND

GYPSUM BOARD CONTROL

JOINT

CEILING TYPE

CEILING HEIGHT

1t

SURFACE MOUNTED LIGHT

FIXTURE

INTERIOR CEILING MOUNTED

CCTV DOME - BY OWNER

EXTERIOR WALL MOUNTED

CCTV - BY OWNER

INTERIOR WALL MOUNTED

CCTV DOME - BY OWNER

MD MOTION DETECTOR - BY

OWNER

G.C.J.

ROOF ACCESS HATCH

(EXISTING)RA

SURACE MOUNTED LINEAR

LED

WALL MOUNTED LINEAR LED

18" X 18" ACCESS PANEL

SOFFIT PANELS - SMOOTH

SOFFIT PANELS - VENTED

A

A

3 3

B

B

4 4

A4.1

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ACT

9'-11"

A4.1

A4.0

OPEN TO

ABOVE -

SEE

DETAIL

2/A2.2

5' -2

/2

ETR

7'-0"

ETR

7'-0"

ETR

14'-0"

ETR

7'-0"

ETR

7'-0"

ETR

7'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

ACT

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-0"

ACT

8'-4"

GWB

8'-6"

ACT

8'-0"

DIGITAL DISPLAY INDICATORS AT EACH WORKSTATION

(ALIGN WITH LIGHTING)

WIREMOLD POWER POLES TO SERVE EVERY 1-2 WORKSTATIONS

REPLACEMENT METAL ROOF

CANOPY

GWB

11'-8"

A9.0

A9.0

2'-2"

2' -2

2'-2"

GWB

8'-4"

14'-1"

'-0

ETR

7'-0"

5"

C L

EQ

EQ

CL3'-1 1/2"

CLCL

TYP.

5'-9 1/2"

SURFACE MOUNTED EXTERIOR

LED DOWNLIGHT, TYP OF 4

G .C

.J

G .C

.J

G .C

.J

G .C

.J

A8.3

A8.3

A8.3

A8.23

A8.2

A8.2

A8.3

A8.3

SIM.

A8.2

GWB

8'-0"

A9.0

1' -9

ETR

A5.0

A5.0

CCTV MOUNTED BELOW CANOPY

ROOF

MD

MD

MD

MD

MD

15'-5"

NONE

ACT

8'-6"

ACT

8'-6"

A7.0

A7.0

RA

A2.1

CABLE TRAY ABOVE CEILING

SHOWN DASHED

ACT

8'-6"

2' -2

1'-4"

2' -6

@ STOREFRONT

A2.1

6@ MTL

AWNING

A2.2

A2.2

9' -2

/2

B

B

4 4

A4.1

A4.0

21'-8"

'-2

/2

PREFINISHED METAL

SOFFIT PANELS,

CONCEALED FASTENERS

GWB ATTACHED TO

UNDERSIDE OF ROOF

JOISTS

ALUMINUM STOREFRONT

CLERESTORY WINDOWS

GWB

VARIES

PREFINISHED METAL

GUTTER & DOWNSPOUT

A7.0

A7.0

A7.0

2' -0

A7.0

2' -0

A8.2

TYP. @

JAMBS

A8.2

A8.2

CLCL

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

G.C.J.

ALIGN LIGHTS TO

CENTER OF MULLIONS,

TYP

SIM. - NO GWB

IN CHASE

SOFFIT VENT CALCULATION

SOFFIT AREA: 183.94 SF

REQUIRED: 1.23 SF

PROVIDED: 59.10 SF

C L C L

C O

LU

M

N S

7' -6

" T

YP

EQUALLY SPACED

17'-2" - [3] COLUMNS

3' -9

/2

3"

FACE OF WALL

1'-9" DIM TO

1'-1"

CL17'-8"

2'-0" DIM TO FACE OF WALL

SAME CONDITION @

NORTH BOX BEAM

B

A4.1

A4.0

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

15'-5"

EXISTING

GLULAM BEAMS

(HIGH AND

LOW - TYP. 6)

TO REMAIN

METAL AWNING BELOW -

SEE DETAILS A2.1

EXISTING STEEL COLUMN TO

REMAIN

EXISTING

MASONRY

PARAPET BELOW

P1

EXISTING STEEL

COLUMN/GLULAM BEAM

ASSEMBLY TO REMAIN

EXISTING STEEL

COLUMN/GLULAM

BEAM ASSEMBLY TO

REMAIN

O

VE

R [E

] P

AR

AP

ET

'-7

FU

R

R O

U T

OVER [E] PARAPET

18'-4" +/- FURROUT

WALL MOUNTED

SCONCE LIGHT

FIXTURE

(UP/DOWN LIGHTS)

@ 11'-0"

NOTE: NEW WALLS

SHOWN GRAY FOR

CLARITY

EXISTING STEEL

COLUMN TO REMAIN

EXISTING STEEL

COLUMN TO REMAIN

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

EQ.

CL

DOWNSPOUT AND

PRECAST CONC

SPLASH BLOCK @

ROOF

EQ.

E2

E2

E3

E3

SEE DETAIL 2/A2.2 FOR

CLERESTORY RCP

SEAL

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

GENERAL RCP NOTES

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

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

PAINTED.

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

MECHANICAL UNITS, PLUMBING VALVES, AND ELECTRICAL JUNCTION BOXES AND

DISCONNECT SWITCHES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR EXACT LOCATIONS AND QUANTITIES. PAINT TO MATCH CEILING.

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

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

HEIGHTS ARE NOT SPECIFIED, CONTACT ARCHITECT IMMEDIATELY FOR

RESOLUTION, PRIOR TO COMMENCING ANY WORK.

E. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILING SYSTEM.

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

SEALED TO DECK ABOVE.

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

N

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

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

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

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E

NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

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

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

A

A

3 3

B

B

4 4

C

C

D

D

E

E

5 5

1 1

2 2

9D

EM

O

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SH

W

AL

L

U P

TO

1' -3

'-9

/2

10 10

3 3

TYP. 6

TYP. 8

REFER TO SCOPE NOTES ON D2.1 ROOF

DEMO PLAN FOR HIGH PARAPET ROOF

& SHADE STRUCTURE DEMOLTION

INFORMATION

'-4

TYP. 3

LEGEND

SAWCUTS IN EXISTING FLOOR SLAB

4'-0"

32 32

'-4

4' -8

1' -4

135°

2'-5" +/-

8' -3

SEAL

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GENERAL DEMOLITION NOTES

A. ALL ITEMS ARE EXISTING UNLESS NOTED OTHERWISE.

B. GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION WORK (NOTED OR

OTHERWISE REQUIRED) WITH NEW CONSTRUCTION. GENERAL CONTRACTOR TO

COORDINATE ANY INTERRUPTIONS TO SITE UTILITY SERVICE (SITE ELECTRICAL,

MECHANICAL, PLUMBING, ETC.) WITH SITE OWNER (PIMA COUNTY; FACILITIES

MANAGEMENT) AT LEAST 72 HOURS IN ADVANCE.

C. DEMOLITION AREAS SHALL BE TERMINATED IN A NEAT & ORDERLY FASHION,

CLEANED & PATCHED TO ALIGN WITH NEW AND EXISTING CONSTRUCTION, AND

PREPARED TO RECEIVE NEW FINISHES.

D. PATCH AND REPAIR EXISTING WALLS, FLOORS, PARTITIONS, CEILINGS, SURFACES

AND OTHER AREAS WHERE DEMOLITION HAS OCCURED.

E. REMOVE ALL EXISTING INCIDENTAL CONDITIONS AS REQUIRED TO ACCOMMODATE

PROPOSED CONSTRUCTION WHETHER SHOWN ON PLAN, OR NOT. INCLUDING BUT

NOT LIMITED TO FASTENERS CLIPS, MOLDINGS AND OTHER SYSTEMS AS

REQUIRED.

F. PATCH ALL WALLS WHERE EXISTING STOREFRONT SYSTEMS ARE TO BE REMOVED.

ALL PATCHING FINISHES ARE TO MATCH EXISTING ADJACENT SURFACE.

G. PATCH ANY OPENINGS IN EXISTING FLOOR WALLS & STRUCTURE ABOVE, TO

MAINTAIN FIRE AND/OR SMOKE RATINGS. UTILIZE " UL" DESIGN CONSTRUCTION, OR

MATCH EXISTING RATED CONSTRUCTION.

H. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY.

I. REMOVE ALL PROTRUSIONS FROM EXISTING WALLS TO RECEIVE A NEW FINISH.

J. CONTRACTOR TO FIELD VERIFY CONDITIONS OF ALL EXISTING CONSTRUCTION

MATERIAL AND SYSTEMS PRIOR TO STARTING CONSTRUCTION. NOTIFY ARCHITECT

OF DISCREPANCIES PRIOR TO DEMOLITION.

K. GENERAL CONTRACTOR SHALL CUT AND PATCH ALL WALLS, FLOORS, PARTITIONS,

CEILINGS, SURFACES AND OTHER AREAS AS REQUIRED FOR COMPLETION OF

WORK, THIS INCLUDES ELECTRICAL AND INFORMATION TECHNOLOGY CUTTING,

PATCHING OR RELOCATING.

L. DIMENSIONS ARE FROM FINISH FACE OF WALL, U.N.O.

M. GENERAL CONTRACTOR TO COORDINATE WITH OWNER AND PROVIDE ALL

NECESSARY MEANS AND METHODS OF KEEPING THE FACILITY SECURE AT ALL

TIMES THROUGH THE DURATION OF THE PROJECT. GENERAL CONTRACTOR SHALL

COMPLY WITH OWNER'S STANDARDS FOR CONSTRUCTION AND COORDINATE WORK

WITH OWNERS REPRESENTATIVES.

N. GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS, IDENTIFY, LABEL, AND

PROTECT ALL EXISTING MECHANICAL & ELECTRICAL SERVICES THAT ARE TO

REMAIN WHICH MIGHT BE AFFECTED DURING DEMOLITION.

O. REMOVE EXISTING FLOOR FINISH MATERIAL FROM ALL AREAS SCHEDULED TO

RECEIVE NEW FLOOR FINISHES. REMOVE ALL REMAINING FLOORING ADHESIVE

FROM CONCRETE FLOOR AS REQUIRED FOR COMPATIBILITY AND INSTALLATION OF

NEW FINISHES AND PREPARE CONCRETE FOR NEW FINISHES, INCLUDING FLOOR

LEVELING AND CRACK PATCHING.

P. IF CONFLICTS EXIST IN ANY PORTION OF THE DOCUMENTS - THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION.

Q. CONTRACTOR SHALL NOT SCALE DRAWINGS. DO NOT USED SCALE DIMENSIONS.

USE WRITTEN DIMENSIONS OR, WHERE NO DIMENSION IS PROVIDED, CONSULT THE

ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.

R. CONTRACTOR AND SUNCONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS, CONSTRUCTION MATERIAL, SYSTEMS AND DIMENSIONS PRIOR TO

SUBMITTING BIDS AND BEGINNING CONSTRUCTION OR ORDERING ANY MATERIALS.

ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS SHALL

IMMEDIATELY BE BROUGHTTO THE ATTENTIONOF THE ARCHITECT PRIOR TO

BIDDING AND PROCEEDING WITH THE WORK. MINOR DIFFERENCES IN DIMENSIONS

AND CONFIGURATIONS BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD

CONDITIONS, AS DEFINED BY THE ARCHITECT, SHALL NOT BE CAUSE FOR CHANGE

ORDERS OR ADDITIONAL COMPENSATION. NO ALLOWANCE WILL BE MADE FOR

ADDITIONAL DEMOLITION WHICH COULD HAVE BEEN DETERMINED BY FIELD

INSOECTION PRIOR TO BID.

1/8" = 1'-0"1 DEMOLITION PLAN N

# KEYNOTES

1 REMOVE EXISTING MILLWORK CABINETRY AND MILLWORK WORK STATION

FURNITURE - DISCARD

2 COPY MACHINE, PROTECT IN PLACE. RELOCATE PER PLAN

3 DEMOLISH EXISTING DOOR & FRAME - SALVAGE TO OWNER

4 DEMOLISH EXISTING SAWTOOTH/ZIG-ZAG WINDOWS AND FRAMING ABOVE

5 DEMOLISH EXISTING ENTRY DOORS, GLAZING AND WALL FRAMING ABOVE

INCLUDING ROOF PARAPET

6 DEMOLISH EXISTING RESTROOM FIXTURES, TOILET PARTITIONS, TOILET

ACCESSORIES, COUNTERS AND CERAMIC TILE - PREPARE SURFACES FOR NEW

FINISHES PER FLOOR PLAN. SALVAGE PLUMBING FIXTURES AND ACCESSORIES TO

OWNER

7 DEMOLISH PORTION OF EXISTING PARTITION WALL

8 DEMOLISH EXISTING MILLWORK CABINETRY

9 DEMOLISH PORTION OF EXISTING MASONRY BEARING WALL - PATCH/REPAIR WITH

CONCRETE SLAB INFILL TO MATCH ADJACENT CONCRETE FLOOR- SEE STRUCTURAL

FOR REINFORCING

10 EXISTING TUBE STEEL COLUMN TO REMAIN

11 SERVER RACK EQUIPMENT, O.F.O.I.

12 DEMOLISH DRINKING FOUNTAIN, SALVAGE TO OWNER

13 DEMOLISH SINK

14 DEMOLISH EXISTING CHAIN LINK FENCE

15 DEMOLISH EXTERIOR SIDEWALK, OR PORTIONS OF SIDEWALK, LEAVE BASE COURSE

FOR REUSE. SEE ALSO D1.0 DEMO SITE PLAN AND A1.0 SITE PLAN

16 EXISTING CONCRETE SLAB TO REMAIN

17 EXISTING STORAGE SHED TO REMAIN

18 EXISTING REFRIGERATOR TO REMAIN, PROTECT IN PLACE

19 EXISTING ROOF ACCESS LADDER TO REMAIN

20 MAINTAIN WALL MOUNTED WATER HEATER SUPPORT. SALVAGE OTHER FIXED

CUSTODIAL ITEMS FOR REUSE.

21 DEMOLISH EXISTING CONCRETE COLUMNS (TYP OF 6), FOOTINGS, AND OVERHEAD

STEEL SHADE STRUCTURE IN THEIR ENTIRETY

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

23 EXISTING ELECTRICAL PANEL TO REMAIN

24 EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN

25 SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE (SHOWN GRAY) FLOOR

FOR PLUMBING ACCESS, PIPING FOR RESTROOM FIXTURES TO BE EXCAVATED,

DEMOLISHED AND REPLACED PER PLUMBING - PATCH/REPAIR WITH CONCRETE SLAB

INFILL TO MATCH ADJACENT CONCRETE FLOOR

26 REMOVE EXISTING WATER HEATER, SALVAGE TO OWNER

27 ELECTRICAL SERVICE ENTRANCE - REFER TO ELECTRICAL SHEETS FOR SERVICE

UPGRADE INFORMATION

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

29 EXISTING ROOF LINE ABOVE TO REMAIN (SHOWN DASHED)

30 PREP FACE OF SPLIT FACE CMU FOR STOREFRONT INSTALLATION - SEE DETAILS

1,2,3, & 4/A8.3

31 EXISTING DOOR AND FRAME TO REMAIN, REPAINT FRAME AND PROVIDE NEW

HARDWARE PER DOOR SCHEDULE

32 LEAVE EXISTING DOOR FRAME IN PLACE - REPLACE DOOR PER DOOR/HARDWARE

ACCORDING TO DOOR SCHEDULE A8.0

33 DEMOLISH PORTION OF EXISTING MASONRY WALL UP TO 7'-4" A.F.F.

34 EXISTING PAVING/STRIPING TO BE REMOVED - REPLACE PER PLAN

35 DEMOLISH EXISTING HANDRAIL - REPLACE PER DETAIL 3/A1.1

36 REMOVE EXISTING BIKE RACK, DEMOLISH EXISTING METAL POLE

37 DEMOLISH EXISTING PLUMBING WALL

38 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE FLOOR SLAB - DRILL INTO

EXISTING SLAB AND PROVIDE REBAR REINFORCING PER STRUCTURAL DRAWINGS

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

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

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

A

3 3

B

B

4 4

C

C

D

D

E

E

5 5

1 1

2 2

1 1

TYP. 7

NOTE: ALL ITEMS ARE EXISTING UNLESS NOTED OTHERWISE

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

7 SEAL

AP

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

N

# KEYNOTES

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

2 DEMOLISH EXISTING METAL ROOFING AND STRUCTURE IN ITS ENTIRETY

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

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

DRYWALL AS REQUIRED.

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

PANELS THIS AREA

5 DEMOLISH EXTERIOR STUCCO CEILING AND LIGHTING THIS AREA

6 REMOVE EXISTING LIGHTING

8 EXISTING STORAGE SHED TO REMAIN

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

REMAIN

10 DEMOLISH EXISTING GWB SOFFIT

GENERAL DEMOLITION NOTES

SEE 'GENERAL DEMOLITION NOTES' ON SHEET D2.0

DEMOLISHED DOOR BELOW - INFILL EXTERIOR WALL AT DEMOLISHED DOOR

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

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

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

5/8" GWB, TEXTURE TO MATCH EXISTING

EXISTING INSULATION

TO REMAIN

PROVIDE CONT. 2" MIN. WIDE 20 GA. (0.032")

ALUM STRIP CENTERED OVER WALL JOINT -

ATTACH WITH #8 SCREWS TOP AND

BOTTOM @ 16" O.C.

ATTACH TRACK TO

EXISTING TOP TRACK

EXISTING STEEL STUDS AND

TRACK TO REMAIN

6" M

IN

LOBBY SIDERESTROOM SIDE

ACT CEILING

EX

IS

TI

N

G

D R

YW

AL

L

" M

IN

D R

YW

AL

L

EX

TE

N

SI

O

N

PROVIDE 2X WOOD

BLOCKING @ DRYWALL JOINT

3-1/2" S.A.F.B. - EXTEND 6"

PAST ACT CEILING - SECURE

INTO PLACE WITH WIRE TIES

EXISTING ROOF JOIST TO REMAIN

PROVIDE SLOTTED TRACK TO

BOTTOM OF EXISTING ROOF

JOIST - WHERE PARALLEL TO

JOIST, PROVIDE 6" WIDE 16 GA

PLATE OR STUD @ 4'-0" O.C.

METAL STUDS @ 16" O.C.,

SIZE TO MATCH EXISTING -

EXTENT TO BOTTOM OF

EXISTING STRUCTURE

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

04-14-2025

PROJECT

NUMBER

4/

/2

3:

:4

PM

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1 1/2" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-08

SHIVE-HATTERY

1 1/2" = 1'-0"1 WALL EXTENSION @ PUBLIC RESTROOM

405 SOUTH CLARK DR

TEMPE, AZ 85288

480-951-4169

ROC#339524 KB-1 Date 4/25/2025

Code 950-A

To: From:

Att: Phone:

Project Name:

Project Number

Prepared By:

In Response to: x

RQST # Work Date Tracking # Ticket #

1 TBD Quote 950-A

Per Diem

Design

Drywall

1st SUB

(Trade)

2nd SUB

(Trade)

$525 688.00$ -$ -$

Base cost

+ Burden

Design

Drywall

1st SUB

(Trade)

2nd SUB

(Trade)

Labor $65.00 1,560.00$ -$ -$

OT Labor $97.50 -$ -$ -$

Total:

ADOT Tucson North MVD Building

DDW #25010, SDC #2025-016

Conner Cameron

Hang/2200 Tape/2300

$400.00 $75.00

Description

Extending the existing perimeter walls of bathrooms 106 & 107 (42LF) up to the bottom of the existing roof joists per the RFI #013 detail provided by the architect.

Material:

(attached sheets if necessary) $213.00

Frame/2100

# of Hours # of Hours

Frame/100 Hang/200

16 3

# of Hours

3,203.00$

Tape/300

2,773.00$

277.30$

152.52$

CHANGE ORDER REQUEST

SD Crane Design Drywall West

Tempe, AZ 85281

No Change (Initials):

1215 Rio Salado Pkwy #109

Credit:

Kyle Burns

405 S. Clark Dr.

Tempe, AZ 85288

(480) 951-4169

Owner Initiated Change: # Field Initiated Change:

Additional Cost:

Totals:

2nd-2nd Tier Sub

10% Overhead

5% Profit

5% Profit

0% Material Tax

10% Overhead

Labor & Material

10% Overhead

1st-2nd Tier Sub

5% Profit

7330 N Shannon Rd

RFI #21: R.F.I. #021 Ceiling

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Apr 17, 2025 Due Date Apr 22, 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, Apr 17, 2025 at 05:14 PM MST

For your review please see attached R.F.I. #021 Ceiling. Please advise.

R.F.I. #021 Ceiling.pdf

All Replies Response from Melissa de la Gardelle Shive Hattery on Tuesday, May 6, 2025 at 10:28 AM MST See Attached.

R.F.I. #021 Ceiling_S-H Response.pdf

Page 1 of 1 Printed On: May 7, 2025 04:00 PM MST

RFI #021

Subject: Ceiling

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 021

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/17/25

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

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information Request:

This RFI is in regards to the Ceiling between the lobby soffit at the CSR work stations and the offices, IT room, and the Employee Restrooms (at the cable tray location). There are two details (13 A9.0 and 12 A9.0) on the reflected ceiling plan that show ACT at both areas but no ceiling height shown or type of material to use in this area ( as the drawings appear to show the structure above). Can you please provide a ceiling height and material to be used in this location.

Please see drawing attached below and cloud area for reference

A2.2

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: Yes Schedule Impact:

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

Response

Shive-Hattery

Ceiling in indicated area shall be installed at a height of 9'-0" A.F.F. as shown on sections 1 & 2 on sheet A4.1. The ceiling material and layout is shown on revised sheet A2.2 attached.

04/28/2025

DOWNLIGHT LED

RECESSED 2x4 LED

WALL PACK LIGHT

2' X 2' ACT DROP CEILING

2' X 4' ACT DROP CEILING

GWB CEILING

LINEAR SUSPENDED

FIXTURE

EXIT SIGN

WALL TO EXTEND 6" ABOVE

ADJACENT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

WALL-MOUNTED DUCTLESS

UNIT

RCP LEGEND

GYPSUM BOARD CONTROL

JOINT

CEILING TYPE

CEILING HEIGHT

1t

SURFACE MOUNTED LIGHT

FIXTURE

INTERIOR CEILING MOUNTED

CCTV DOME - BY OWNER

EXTERIOR WALL MOUNTED

CCTV - BY OWNER

INTERIOR WALL MOUNTED

CCTV DOME - BY OWNER

MD MOTION DETECTOR - BY

OWNER

G.C.J.

ROOF ACCESS HATCH

(EXISTING)RA

SURACE MOUNTED LINEAR

LED

WALL MOUNTED LINEAR LED

18" X 18" ACCESS PANEL

SOFFIT PANELS - SMOOTH

SOFFIT PANELS - VENTED

A

A

3 3

B

B

4 4

A4.1

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ACT

9'-11"

A4.1

A4.0

OPEN TO

ABOVE -

SEE

DETAIL

2/A2.2

5' -2

/2

ETR

7'-0"

ETR

7'-0"

ETR

14'-0"

ETR

7'-0"

ETR

7'-0"

ETR

7'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

ACT

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-0"

ACT

8'-4"

GWB

8'-6"

ACT

8'-0"

DIGITAL DISPLAY INDICATORS AT EACH WORKSTATION

(ALIGN WITH LIGHTING)

WIREMOLD POWER POLES TO SERVE EVERY 1-2 WORKSTATIONS

REPLACEMENT METAL ROOF

CANOPY

GWB

11'-8"

A9.0

A9.0

2'-2"

2' -2

2'-2"

GWB

8'-4"

14'-1"

'-0

ETR

7'-0"

5"

C L

EQ

EQ

CL3'-1 1/2"

CLCL

TYP.

5'-9 1/2"

SURFACE MOUNTED EXTERIOR

LED DOWNLIGHT, TYP OF 4

G .C

.J

G .C

.J

G .C

.J

G .C

.J

A8.3

A8.3

A8.3

A8.23

A8.2

A8.2

A8.3

A8.3

SIM.

A8.2

GWB

8'-0"

A9.0

1' -9

ETR

A5.0

A5.0

CCTV MOUNTED BELOW CANOPY

ROOF

MD

MD

MD

MD

MD

15'-5"

NONE

ACT

8'-6"

ACT

8'-6"

A7.0

A7.0

RA

A2.1

CABLE TRAY ABOVE CEILING

SHOWN DASHED

ACT

8'-6"

2' -2

1'-4"

2' -6

@ STOREFRONT

A2.1

6@ MTL

AWNING

A2.2

A2.2

9' -2

/2

B

B

4 4

A4.1

A4.0

21'-8"

'-2

/2

PREFINISHED METAL

SOFFIT PANELS,

CONCEALED FASTENERS

GWB ATTACHED TO

UNDERSIDE OF ROOF

JOISTS

ALUMINUM STOREFRONT

CLERESTORY WINDOWS

GWB

VARIES

PREFINISHED METAL

GUTTER & DOWNSPOUT

A7.0

A7.0

A7.0

2' -0

A7.0

2' -0

A8.2

TYP. @

JAMBS

A8.2

A8.2

CLCL

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

G.C.J.

ALIGN LIGHTS TO

CENTER OF MULLIONS,

TYP

SIM. - NO GWB

IN CHASE

SOFFIT VENT CALCULATION

SOFFIT AREA: 183.94 SF

REQUIRED: 1.23 SF

PROVIDED: 59.10 SF

C L C L

C O

LU

M

N S

7' -6

" T

YP

EQUALLY SPACED

17'-2" - [3] COLUMNS

3' -9

/2

3"

FACE OF WALL

1'-9" DIM TO

1'-1"

CL17'-8"

2'-0" DIM TO FACE OF WALL

SAME CONDITION @

NORTH BOX BEAM

B

A4.1

A4.0

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

15'-5"

EXISTING

GLULAM BEAMS

(HIGH AND

LOW - TYP. 6)

TO REMAIN

METAL AWNING BELOW -

SEE DETAILS A2.1

EXISTING STEEL COLUMN TO

REMAIN

EXISTING

MASONRY

PARAPET BELOW

P1

EXISTING STEEL

COLUMN/GLULAM BEAM

ASSEMBLY TO REMAIN

EXISTING STEEL

COLUMN/GLULAM

BEAM ASSEMBLY TO

REMAIN

O

VE

R [E

] P

AR

AP

ET

'-7

FU

R

R O

U T

OVER [E] PARAPET

18'-4" +/- FURROUT

WALL MOUNTED

SCONCE LIGHT

FIXTURE

(UP/DOWN LIGHTS)

@ 11'-0"

NOTE: NEW WALLS

SHOWN GRAY FOR

CLARITY

EXISTING STEEL

COLUMN TO REMAIN

EXISTING STEEL

COLUMN TO REMAIN

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

EQ.

CL

DOWNSPOUT AND

PRECAST CONC

SPLASH BLOCK @

ROOF

EQ.

E2

E2

E3

E3

SEE DETAIL 2/A2.2 FOR

CLERESTORY RCP

SEAL

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

GENERAL RCP NOTES

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

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

PAINTED.

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

MECHANICAL UNITS, PLUMBING VALVES, AND ELECTRICAL JUNCTION BOXES AND

DISCONNECT SWITCHES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR EXACT LOCATIONS AND QUANTITIES. PAINT TO MATCH CEILING.

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

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

HEIGHTS ARE NOT SPECIFIED, CONTACT ARCHITECT IMMEDIATELY FOR

RESOLUTION, PRIOR TO COMMENCING ANY WORK.

E. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILING SYSTEM.

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

SEALED TO DECK ABOVE.

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

N

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

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

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

SEAL

JOEL D.

MESIK

23507RE

G ISTERED ARCHITECT

C

ERT I F I CA T E

NO

Da t e S i g n e d

A R

I Z O N A U . S . A

3/28/2024

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

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

DOWNLIGHT LED

RECESSED 2x4 LED

WALL PACK LIGHT

2' X 2' ACT DROP CEILING

2' X 4' ACT DROP CEILING

GWB CEILING

LINEAR SUSPENDED

FIXTURE

EXIT SIGN

WALL TO EXTEND 6" ABOVE

ADJACENT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

WALL-MOUNTED DUCTLESS

UNIT

RCP LEGEND

GYPSUM BOARD CONTROL

JOINT

CEILING TYPE

CEILING HEIGHT

1t

SURFACE MOUNTED LIGHT

FIXTURE

INTERIOR CEILING MOUNTED

CCTV DOME - BY OWNER

EXTERIOR WALL MOUNTED

CCTV - BY OWNER

INTERIOR WALL MOUNTED

CCTV DOME - BY OWNER

MD MOTION DETECTOR - BY

OWNER

G.C.J.

ROOF ACCESS HATCH

(EXISTING)RA

SURACE MOUNTED LINEAR

LED

WALL MOUNTED LINEAR LED

18" X 18" ACCESS PANEL

SOFFIT PANELS - SMOOTH

SOFFIT PANELS - VENTED

A

A

3 3

B

B

4 4

A4.1

A4.0

C

C

D

D

E

E

5 5

1 1

2 2

ACT

9'-11"

A4.1

A4.0

OPEN TO

ABOVE -

SEE

DETAIL

2/A2.2

5' -2

/2

GWB

8'-0"

GWB

8'-0"

GWB

14'-0"

GWB

7'-0"

GWB

7'-0"

GWB

7'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-6"

GWB

8'-0"

GWB

8'-4"

GWB

8'-4"

ACT

8'-4"

ACT

8'-4"

ACT

8'-4"

GWB

8'-0"

GWB

8'-0"

ACT

8'-4"

GWB

8'-6"

ACT

9'-0"

ACT

8'-0"

DIGITAL DISPLAY INDICATORS AT EACH WORKSTATION

(ALIGN WITH LIGHTING)

WIREMOLD POWER POLES TO SERVE EVERY 1-2 WORKSTATIONS

REPLACEMENT METAL ROOF

CANOPY

GWB

11'-8"

A9.0

A9.0

2'-2"

2' -2

2'-2"

GWB

8'-4"

14'-1"

'-0

GWB

7'-0"

5"

C L

EQ

EQ

CL

3'-1 1/2"

CLCL TYP.

5'-9 1/2"

SURFACE MOUNTED EXTERIOR

LED DOWNLIGHT, TYP OF 4

G .C

.J

G .C

.J

G .C

.J

G .C

.J

A8.3

A8.3

A8.3

A8.23

A8.2

A8.2

A8.3

A8.3

SIM.

A8.2

GWB

8'-0"

A9.0

1' -9

ETR

A5.0

A5.0

CCTV MOUNTED BELOW CANOPY

ROOF

MD

MD

MD

MD

MD

15'-5"

NONE

ACT

8'-4"

ACT

8'-4"

A7.0

A7.0

RA

A2.1

CABLE TRAY ABOVE CEILING

SHOWN DASHED

ACT

8'-6"

2' -2

1'-4"

2' -6

@ STOREFRONT

A2.1

6@ MTL

AWNING

A2.2

A2.2

9' -2

/2

[E]7'-0"

[E]7'-0"

[E]7'-0"

5/8" GWB, PTD. ON 6" METAL

JOIST (30-MIL) @ 16" O.C.,

JOIST TO SPAN N/S 5

B

B

4 4

A4.1

A4.0

21'-8"

'-2

/2

PREFINISHED METAL

SOFFIT PANELS,

CONCEALED FASTENERS

GWB ATTACHED TO

UNDERSIDE OF ROOF

JOISTS

ALUMINUM STOREFRONT

CLERESTORY WINDOWS

GWB

VARIES

PREFINISHED METAL

GUTTER & DOWNSPOUT

A7.0

A7.0

A7.0

2' -0

A7.0

2' -0

A8.2

TYP. @

JAMBS

A8.2

A8.2

CLCL

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

G.C.J.

ALIGN LIGHTS TO

CENTER OF MULLIONS,

TYP

SIM. - NO GWB

IN CHASE

SOFFIT VENT CALCULATION

SOFFIT AREA: 183.94 SF

REQUIRED: 1.23 SF

PROVIDED: 59.10 SF

C L C L

C O

LU

M

N S

7' -6

" T

YP

EQUALLY SPACED

17'-2" - [3] COLUMNS

3' -9

/2

3"

FACE OF WALL

1'-9" DIM TO

1'-1"

CL17'-8"

2'-0" DIM TO FACE OF WALL

SAME CONDITION @

NORTH BOX BEAM

B

A4.1

A4.0

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

15'-5"

EXISTING

GLULAM BEAMS

(HIGH AND

LOW - TYP. 6)

TO REMAIN

METAL AWNING BELOW -

SEE DETAILS A2.1

EXISTING STEEL COLUMN TO

REMAIN

EXISTING

MASONRY

PARAPET BELOW

P1

EXISTING STEEL

COLUMN/GLULAM BEAM

ASSEMBLY TO REMAIN

EXISTING STEEL

COLUMN/GLULAM

BEAM ASSEMBLY TO

REMAIN

O

VE

R [E

] P

AR

AP

ET

'-7

FU

R

R O

U T

OVER [E] PARAPET

18'-4" +/- FURROUT

WALL MOUNTED

SCONCE LIGHT

FIXTURE

(UP/DOWN LIGHTS)

@ 11'-0"

NOTE: NEW WALLS

SHOWN GRAY FOR

CLARITY

EXISTING STEEL

COLUMN TO REMAIN

EXISTING STEEL

COLUMN TO REMAIN

JUSTIFY CENTER OF WALL

PANEL TO CENTER OF WALL

EQ.

CL

DOWNSPOUT AND

PRECAST CONC

SPLASH BLOCK @

ROOF

EQ.

E2

E2

E3

E3

SEE DETAIL 2/A2.2 FOR

CLERESTORY RCP

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

GENERAL RCP NOTES

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

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

PAINTED.

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

MECHANICAL UNITS, PLUMBING VALVES, AND ELECTRICAL JUNCTION BOXES AND

DISCONNECT SWITCHES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR EXACT LOCATIONS AND QUANTITIES. PAINT TO MATCH CEILING.

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

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

HEIGHTS ARE NOT SPECIFIED, CONTACT ARCHITECT IMMEDIATELY FOR

RESOLUTION, PRIOR TO COMMENCING ANY WORK.

E. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILING SYSTEM.

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

SEALED TO DECK ABOVE.

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

N

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

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

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

-1 6-

AS

I #

-2

8-

R

FI

ESTIMATE

RG Interiors LLC

PO Box 11551

Tucson, AZ 85734

Admin@rgaz.com

+1 (520) 741-0887

Bill to

SD Crane Builders Inc

1215 West Salado Pkwy Suite #109

Tempe, Az 85281

Estimate details

Estimate no.: 3719

Estimate date: 05/15/2025

Expiration date: 06/15/2025

Project Manager: Andy Plett 520-609-7275

Job Name: ADOT Tucson N MVD

Renovation

Job Address: 7330 N Shannon Rd 85741

# Product or service Description Amount

1. Acoustic Ceiling We propose to furnish and install the acoustic ceiling to match the rest of the building in the hallway per RFI #021.

Includes sales tax of $750.00

$12,430.00

Note to customer

Excludes: dumpster

Total $12,430.00

Expiry date 06/15/2025

Accepted date Accepted by

7330 N Shannon Rd

RFI #22: R.F.I. #22 High Glulam Beams

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Apr 18, 2025 Due Date Apr 23, 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…