10-!-CS27009-Stage II-26360490-DFCM Addendum 2.pdf

DFCM Addendum Cover Page, 2.26.2026

DFCM Addendum #2 Reference: Northern Utah Veterans Cemetery DFCM Project #26360490 U3P Event #CS27009-Stage II

Date: August 20, 2026

To: Contractors

From: The Division of Facilities Construction and Management

Note:

This

Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Bidders are required to acknowledge receipt of this Addendum when their bid is submitted. Failure to do so may subject the Bidder to disqualification.

Addendum Items

Solicitation Schedule Changes: There are no changes to the Solicitation Schedule in this addendum.

DFCM Addendum Items: N/A

Click to enter text Click to enter text Click to enter text

A/E Addendum Items: A/E Addendum # 1 Contract Document Clarifications/Revisions:

Contractor Certifications:

Civil Plan Revision Architectural Plan Revisions Electrical and Security System Plan Revisions:

Attachments:

Total Attached Pages: 36

A D D E N D U M

S I T E A N D L A N D S C A P E A R C H I T E C T S

To: Bidding Contractors Date: August 18, 2026

Company: From: Mathew Winward

GBD Project No: U26-010

Project: Northern Utah Veterans Cemetery – DFCM #26360490

Re: Bidding Addendum

Distribution: Bidding Contractors, DFCM, File

Description / Remarks:

BIDDING ADDENDUM

Contractor Questions/Responses:

None.

Contract Document Clarifications/Revisions:

Contractor Certifications: There has been some confusion regarding what certification forms are required to be submitted with contractor bids. A new contractor certifications form is being provided and is attached at the end of this Addendum. Bidders shall sign and return this form with their bids rather than submitting the VA40-0895-2, -8, and -9 forms.

Civil Plan Revision – see attached Revised Sheets CU-301 and CG-206 containing the following revisions:

• Sheet CU-301 – added four 2-inche isolation valves to the 2-inche lateral service line and updated the construction notes to include the 2-inch isolation valve callout.

• Sheet CG-206 – Revised the western roof drain connections for the maintenance building to discharge to a 10” ADS Nyoplast drain basin located beyond the mow curb.

Architectural Plan Revisions – See Core Architecture Addendum #1 with summary and revised drawing sheets attached below.

Electrical and Security System Plan Revisions:

Sheet E001 – Added “Data Connection: Wireless Access Point (WAP). Pathway Only” to symbols legend.

E501 – Added detail 2, Wireless AP Mounting Detail (Wall)(1-Drop).

EA 101 – revision to conduits with interducts and 3-way future path from the Admin Building to the maintenance building, gate/service, and committal shelter as well as conduit stubs into accessible ceiling space.

EB101 – addition of Data Connection: Wireless Access Point (WAP). Pathway Only; revision to conduit from administration building into maintenance building.

EC101 – revisions to conduit to Administration Building and addition of Data Connection: Wireless Access Point (WAP). Pathway Only.

ES102 – revisions changed (2) type TX3 to (2) type TX3B light fixtures at the flag plaza and near the memorial walls.

ES601 – changed part numbers for TX3 and TX3B in the light fixture schedule.

A D D E N D U M

S I T E A N D L A N D S C A P E A R C H I T E C T S

Attachments:

• Contractor Certifications Form

• Revised Civil Sheets CU-301 and CG-206

• Core Architecture Addendum #1 – Northern Utah Veterans Cemetery Phase 1 which includes revised sheets:

A701 AB151 AC171

AA101 AB171 AC201

AA151 AB201 AC202

AA171 AB202 AC301

AA201 AB301 AC351

AA202 AB302 AC601

AA301 AC101

AB101 AC151

• Revised Electrical Sheets: E001, E501, EA101, EB101, EC101, ES102, ES601

END ADDENDUM

CONTRACTOR CERTIFICATIONS FORM 08.14.2026

Contractor Certifications Form

Contractor Name: ________________________________

The signature below certifies that the referenced Contractor has reviewed, complies with, and will continue to comply with the provisions of the items listed below throughout the duration of the project. References in the forms to the Grantee or Government Entity shall be applicable to the contractor and subcontractors.

1) The Davis-Bacon Act, including contractors and subcontractors paying prevailing local wages and adhering to the requirements to submit weekly certified payrolls in accordance with the Davis-Bacon Act.

2) Certification Regarding Drug-Free Workplace as outlined in VA Form 40-0895-8, included for reference as part of this solicitation.

3) Certification Regarding Lobbying as outlined in VA Form 40-0895-9, included for reference as part of this solicitation.

4) Contractor’s “Requirement to Comply with Build America, Buy America Act (BABA),” included for reference as part of this solicitation.

5) Contractor shall also submit separately, the DFCM Debarment Certification Form and VA Form 40-0895-12 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions (Contractor).

Signature:

Name: _________________________________________________________

Title: __________________________________________________________

Date: __________________________________________________________

If the Contractor cannot certify to the statement above, please provide an explanation of the circumstances below.

Signature:

Name: __________________________________________________________

Title: ___________________________________________________________

Date: ___________________________________________________________

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REVISIONS:

SHEET TITLE:

DATE:

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DRAWN BY:

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JOB NO.:

STAMP

PREPARED FOR:

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1 ADDENDUM 1 8/18/26

6875 S 900 E SALT LAKE CITY, UT 84047

TEL 801.523.0100 | sunrise-eng.com

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CONSTRUCTION NOTES

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SHEET TITLE:

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DRAWN BY:

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1 ADDENDUM 1 8/18/26

6875 S 900 E SALT LAKE CITY, UT 84047

TEL 801.523.0100 | sunrise-eng.com

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CG-206

GRADING & DRAINAGE

SITE GRADING &

DRAINAGE 2

ORTHN

STORM DRAIN LEGEND

ADDENDUM NO. 1

TO THE PLANS AND PROJECT MANUAL FOR

NORTHERN UTAH VETERANS CEMETARY –

PHASE 1

5800 SOUTH ADAMS AVE,

WASHINGTON TERRACE, UTAH

Prepared by:

233 South Pleasant Grove Blvd., Suite 105 Pleasant Grove, Utah 84062

(801) 769-3000 Office

This addendum issued AUG 18, 2026, is hereby made a part of the contract documents. It shall be the responsibility of each Contractor to notify his subcontractors of the contents of this addendum. In case of conflict between drawings, specifications and the Addendum, this Addendum shall govern. All changes, corrections, deletions and/or additions to the initial bidding documents shall be included in the bid.

ADDENDUM NO. 1

NORTHERN UTAH VETERANS CEMETARY –

PHASE 1

5800 SOUTH ADAMS AVE,

WASHINGTON TERRACE, UTAH

AUG 18, 2026

Architectural items:

1. AA171, AA201, AA202, AA301, AB171, AB201, AB202, AB301, AB302,

AC171, AC202, AC301, AC351

1. The vented roof cap and associated keynotes were removed from the above sheets.

2. AC201, AC601

1. A 4” wall has been added to the base of the clerestory windows to allow for flashing at the intersection between the wall and roof.

2. A detail was added to AC601, and the reference was added to the window schedule on AC601.

3. Details on AC601 were updated to have wood studs

3. AA101, AA151, AA201, AA202, AA301, AB101, AB151, AB171, AB201,

AC101, AC151, AC171, AC201, AC202, AC301

1. Roof gutter and downspout keynotes were updated to include information on heat tape. They were also changed to be in section 7.

2. Keynotes related to snow fence moved from section 5 to section 7.

4. A701

1. DETAIL 2/A701 WAS UPDATED PER FEEDBACK TO BE A DEKTILE-STYLE

RUBBER BOOT WITH CLAMP RING.

END OF ADDENDUM NO. 1 – NORTHERN UTAH VETERANS CEMETARY – PHASE 1

DOUBLE TOP PLATE

CRIPPLE STUD

WOOD HEADER

CRIPPLE STUD

WOOD STUD

MULTIPLE STUDS BACK-TO-

BACK AS REQUIRED

BASE PLATE (PRESSURE

TREATED WHEN IN CONTACT

WITH CONCRETE)

NOTE: ALL WOOD STUD

FRAMING TO BE IN

ACCORDANCE WITH

AMERICAN WOOD COUNCIL

STANDARDS

DOUBLE TOP PLATE

NOTE: ALL WOOD STUD

FRAMING TO BE IN

ACCORDANCE WITH

AMERICAN WOOD COUNCIL

STANDARDS

WOOD HEADER

WOOD STUD

CRIPPLE STUD

MULTIPLE BACK-TO-BACK

STUDS AS REQUIRED

WOOD SILL

CRIPPLE STUD

BASE PLATE (PRESSURE

TREATED WHEN IN CONTACT

WITH CONCRETE)

NOTE: ALL WOOD STUD

FRAMING TO BE IN

ACCORDANCE WITH

AMERICAN WOOD COUNCIL

STANDARDS

SOLID WOOD BLOCKING

LOCATED AT EACH END OF

WALL AND ADJACENT TO

OPENINGS

WOOD FRAMING MEMBERS

METAL SLEEVE

LEAD CLAMP RING

POLYURETHANE CAULK OR BUTYL

TAPE UNDER COMPRESSION

FIRE RETARDANT - TREATED

WOOD NAILER W/

APPROPRIATE FASTENERS. 2

ROWS STAGGERED. EACH

ROW 24" O.C.

HEAVY DUTY FLASHING

SINGLE PLY MEMBRANE OVER

RIGID TAPERED INSULATION

OVER WOOD DECKING

DEKTILE-STYLE RUBBER BOOT

WITH LEAD CLAMP RING

NEOPRENE GASKETED

SCREWS

BOTTOM OF STRUCTURE

2 x 4 STUD BRACING @ 48"

O.C. ALTERNATING

DIRECTIONS. ATTACH TO

STRUCTURE ABOVE

5/8" TYPE 'X' GYPSUM BOARD

SUSPENDED CEILING SYSTEM

PER PLAN

2X WOOD STUDS @ 16" O.C.

NOTE: TYPICAL DETAILING

AT TOP OF WALLS NOT

EXTENDING TO BOTTOM OF

STRUCTURE ABOVE

SEE RCP

A.F.F.

(2) 2x WOOD STUD HEADER

5/8" TYPE "X" GYPSUM BOARD A1A

A701

A1A

SECTION

ELEVATION

BLOCKING EACH SIDE OF

CABINET ATTACHED TO

STUDS ALSO USE STUD

BLOCKING ABOVE AND

BELOW CABINET

FRAMING AS PER PLAN

NEW 5/8" GYPSUM BOARD

ALL AROUND TOP, BOTTOM,

SIDES AND BACK

STAINLESS STEEL FIRE

EXTINGUISHER CABINET

T O

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NOTE: ALL WOOD STUD

FRAMING TO BE IN

ACCORDANCE WITH

AMERICAN WOOD COUNCIL

STANDARDS

WOOD STUD

FASTEN BOTTOM PLATE TO

FLOOR STRUCTURE

SCHEDULED BASE

SCHEDULED FLOOR

LAY-IN LIGHT FIXTURE

12 GAUGE WIRES AT EACH

CORNER. ANCHOR WIRES TO

STRUCTURE ABOVE. WIRES

TO BE TIED TIGHT AT EACH

END WITH A MINIMUM OF 3

TURNS IN 1-1/2" OF RUN

NOTE: ALL WOOD STUD

FRAMING TO BE IN

ACCORDANCE WITH

AMERICAN WOOD COUNCIL

STANDARDS

WOOD STUD

CHANNEL FASTENED TO

STRUCTURE ABOVE,

PERMITTING PARTITION TO

SLIDE AT TOP WHILE

RESTRAINING IT FROM

LATERAL MOVEMENT

ACOUSTICAL SEALANT

M

IN

ADJUSTABLE LENGTH

VERTICAL COMPRESSION

STRUT

12 GAUGE HANGER WIRE @

4'-0" O.C.

LAY-IN CEILING PANEL

MAIN RUNNER

12 GAUGE SPLAY WIRES

CROSS RUNNERM

A

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EXPANSION TANK

1/2" LINE

ASME PRESSURE&

TEMPERATURE RELIEF

VALVE

UNISTRUT P-1000T

CHANNEL, BOLT TO

WALL STRUCTURE

WITH (2) 3/8" BOLTS

MINIMUM

P1458 BRACKET

TYPICAL AT BOTH

SIDES WITH (3) 1/2"

BOLTS

2" WIDE 16 GAUGE

GALVANIZED SHEET

METAL STRAP

GRAIN PAN TO MOP

SINK

UNISTRUT SHELF

BRACKET BOLTED

TO WALL

HOT WATER

SUPPLY OUTLET

SHUT-OFF VALVES

TYPE B VENT THROUGH

ROOF S.M.D

APPROVED FLEX

CONNECTORS

COPPER DRAIN LINE

TO FLOOR SINK PER

CODE

HOSE BIB DRAIN VALVE

BEYOND

GALVANIZED SHEET

METAL PAN

SHELF 4'-6" ABOVE

FINISHED FLOOR TO

SUPPORT 500

POUNDS

COLD WATER SUPPLY

OUTLET

#9 WIRES @ 36" O.C. TO

STRUCTURE ABOVE

1 1/2" MAIN RUNNER

CHANNELS @ 48" O.C.

7/8" HAT CHANNELS @ 16"

O.C.

5/8" TYPE 'X' GYPSUM BOARD

(PAINTED)

CONTINUOUS CAULK

WALL LINE

STRUCTURAL WALL MEMBER

4" DISTANCE FROM WALL

24 GAUGE STRAPPING

FLEXIBLE WATER

CONNECTIONS

NOTE: FILL SPACE BETWEEN

WATER HEATER AND WALL

WITH 2X BLOCKING WITH

CUSHIONED FACE.

1/2" x 3" LAG OR EXPANSION

BOLT

FLEXIBLE GAS CONNECTION

2' -6

M

A X

SUSPENDED METAL "T" BAR

LAY-IN ACOUSTICAL CEILING

TILE

15/16" WALL ANGLE WITH

CODE COMPLIANT'S SEISMIC

CLIPS AN CODE REQUIRED

CAP

WALL LINE

MAX

8" MAIN RUNNERS AND #12

WIRES @ 48" O.C. TYPICAL

3/4"

SUSPENDED CEILING SYSTEM NOTES:

1. SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH IBC

808.1.1.1, ASTM C635/636, ASCE 7, AND CISCA 3-4.

2. ALL CEILINGS ARE TO HAVE VERTICAL COMPRESSION STRUTS, SEISMIC

BRACING, HANGERS, ETC., AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4.

3. HEAVY DUTY T-BAR SYSTEM WITH PERIMETER SUPPORTING CLOSURE ANGLE

AND CODE COMPLIANT SEISMIC CLIPS IS REQUIRED. ATTACHED ONE END OF

THE CEILING GRID TO THE CLOSURE ANGLE IN EACH DIRECTION. THE OTHER

END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4" CLEARANCE FROM

THE WALL AND SHALL REST UPON THE BE FREE TO SLIDE ON THE CLOSURE

ANGLE.

4. SPLAY WIRES AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4. ALL SPLAY WIRES

ARE TO BE IN LINE WITH ATTACHED COMPONENT AND ARE TO BE TIED TIGHT

AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN.

5. ANCHOR WIRES ONLY TO STRUCTURAL MEMBERS AND DECKING IN AN

APPROVED MANNER PER CISCA 3-4 DO NOT ANCHOR TO BRIDGING. WIRES

SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR

EQUIPMENT, NOT SHALL THEY BE LESS THAN 6" TO ANY UNBRACED

HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL

BE USED WHERE OBSTRUCTIONS OCCUR.

6. SUPPORT ALL RUNNERS AT 8" MAXIMUM FROM WALL OR CEILING

DISCONTINUITY.

7. FOUR-WAY DIAGONAL BRACING AND COMPRESSION STRUTS 12'-0" O.C. EACH

WAY.

8. PROVIDE CEILING HORIZONTAL RESTRAINT TO THE STRUCTURE ABOVE FOR

CEILING AREAS GREATER THAN 1,000 SQUARE FEET TO MINIMIZE DIAPHRAGM

LOADS.

9. PROVIDE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS FOR

CEILING AREAS GREATER THAN 2,500 SQUARE FEET.

10. CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED WITH POSITIVE

BRACING.

11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED

INDEPENDENT FROM THE SUSPENDED CEILING SYSTEM.

12. PROVIDE 2" OVERSIZE RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING

TILE TO ALLOW FOR FREE MOVEMENT FOR AT LEAST 1" MOVEMENT IN ALL

DIRECTIONS FOR FIRE SPRINKLER HEADS AND OTHER SIMILAR PENETRATIONS.

13. SPECIAL INSPECTION REQUIRED OF SUSPENDED CEILING SYSTEMS.

REVISIONS:

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

A701.

MISCELLANEOUS DETAILS

MLA

CLT

30 JULY 2026

SCALE: NOT TO SCALEA701.

WOOD STUD FRAMING DOOR DETAIL

SCALE: NOT TO SCALEA701.

WOOD STUD FRAMING WINDOW DETAIL

SCALE: NOT TO SCALEA701.

WOOD STUD BLOCKING DETAIL

SCALE: 3/4" = 1'-0"A701.

HOT PLUMBING VENT DETAIL

SCALE: 1 1/2" = 1'-0"A701.

WALL BRACING DETAIL

SCALE: 1 1/2" = 1'-0"A701.

HEADER DETAIL

SCALE: 3/4" = 1'-0"A701.

SEMI RECESSED FIRE EXTINGUISHER

SCALE: 3" = 1'-0"A701.

WALL TO FLOOR DETAIL

SCALE: 1" = 1'-0"A701.

SEISMIC LIGHT DETAIL

SCALE: 3" = 1'-0"A701.

WALL DEFLECTION DETAIL

SCALE: 1" = 1'-0"A701.

SEISMIC CEILING DETAIL

SCALE: 3/4" = 1'-0"A701.

SEISMIC WATER HEATER DETAIL

SCALE: 1 1/2" = 1'-0"A701.

SUSPENDED GYP BOARD CEILING

SCALE: 1/2" = 1'-0"A701.

SEISMIC WATER HEATER DETAIL

SCALE: 1 1/2" = 1'-0"A701.

ACOUSTICAL CEILING DETAIL

SCALE: 1 1/2" = 1'-0"A701.

SUSPENDED CEILING NOTES

ADDENDUM #01 8/18/20261

S

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L

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EC

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CHRISTOPHER

L.

THOMPSON

8/18/2026

VESTIBULE

UNISEX RR

WAITING (4-6

PPL)

DIRECTOR'S

OFFICE

CLOSET

KIOSK (DATA

CLOSET)

101-A

103-A

104-A

105-A

A-A A-A

A-A

A-A

RECEPTION

OPERATIONS

FAMILY RR

JAN

MECH/ELEC

A-A

108-A

107-A

106-A

109-A

AA202

AA202 2

AA2012

AA201

AA301

AA301

26.01

22.17

AA

HH

CC

AA821

21.01

C

C

A

A

C

A

C

C

A

A

A

A

A

B

C

B

B

C

C

A

A

A

C

C

C

C

A

A

B

C

C

A

C

A

C

B

B

B

B

B

B

B

B

AA821

HH

GG

FF

EE

DD

CC

BB

AA

12.01 12.01

12.01

FF

BB

DD

GG

22.06

AA821

22.01

22.01

22.01

AA821

22.01

07.05

12.01

A

A

12.02 12.03

12.01

12.01

EE

AA821

AA821

AA821

AA82115

23.02

23.01 23.05

11.07

10'-1"15'-3"5'-10"2'-1"3'-4"6'-1"1'-6"

44'-2"

22.12 07.01

07.01

07.01

07.01

11.06

22.04

06.05

06.05

22.04

11.06

11.03

11.0311.04

11.03

11.04

11.02

11.02

23.07

23.07

23.07

23.07

23.07

07.01

07.01

07.01

23.07

23.07

23.07

23.07

23.07

23.07

23.07

23.07

23.07

23.07

23.0723.07

11.03

26.01

07.05

07.05

12.04

10.27

10.28

4'-6 1/2"

23.07

35.01

05.01

05.01

102-B

03.03

11.08

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE

ARCHITECT.

B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH

OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

C. PROVIDE 18" MINIMUM CLEAR FLOOR SPACE AT PULL SIDE OF ALL DOORS.

PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS.

D. UNLESS OTHERWISE NOTED OR DIMENSIONED, LOCATE DOORS AS FOLLOWS:

• FRAMED WALLS-INSIDE OF JAMB 4" FROM FINISHED WALL (ADJUST FOR

TILE WHERE SHOWN).

E. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS

OF BITUMINOUS DAMP PROOFING MATERIAL.

F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION

G. SEE INTERIOR ELEVATIONS ON AA821, AND MILLWORK DETAILS ON A851 FOR

FINISHES OF MILLWORK BASES AND COUNTERTOPS, AND SEE SHEETS AA151

FOR REFLECTED CEILING PLAN INFORMATION.

H. SEE SHEETS AA801 FOR FINISH INFORMATION. CONFIRM FINISHES WITH OWNER

PRIOR TO ORDERING.

I. SEE AA601 FOR DOOR AND WINDOW INFORMATION.

J. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH

OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.

K. SEE THE SPECIFICATION FOR ADDITIONAL INFORMATION.

L. SEE A001 FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND OTHER

ARCHITECTURAL GENERAL INFORMATION.

M. SEE AA601 FOR WALL TYPES.

N. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB

BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.

O. TILE IS TO BE SET OVER CEMENTITIOUS BACKER BOARD UNDERLAYMENT.

RECESS SLAB AS/IF REQUIRED. VERIFY WITH OWNER.

P. DO NOT SCALE DRAWINGS.

GENERAL NOTES

SCALE: 1/2" = 1'-0"AA101

FLOOR PLAN - BUILDING A

REVISIONS:

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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ID

S

E T

DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA101

FLOOR PLAN - LEVEL 1

MLA

CLT

30 JULY 2026

KEYNOTES

03.03 CONCRETE PAD. SEE ENGINEERING SHEETS.

05.01 STRUCTURAL STEEL COLUMN. SEE STRUCTURAL DRAWINGS FOR SIZE AND

CONNECTIONS.

06.05 MILLWORK, VERIFY SPECIES AND STAIN/PAINT WITH OWNER. COORDINATE

FINAL DESIGN WITH OWNER.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT TRACERS TO

BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

07.05 OVERHEAD LINE INDICATES ROOF OUTLINE

10.27 MINI SPLIT SYSTEM UP ABOVE 7'-0"

10.28 SWING DATA CAB; 4 PLEX DEDICATED 120

11.02 ADA STAINLESS STEEL PAPER TOWEL DISPENSER

11.03 ADA COMPLIANT GRAB BARS

11.04 ADA COMPLIANT TOILET PAPER DISPENSER.

11.06 ADA COMPLIANT SOAP DISPENSER

11.07 RECEPTION DESK MILLWORK. SEE INTERIOR ELEVATIONS & MILLWORK

DETAILS

11.08 FIRE DEPARTMENT KNOW BOX. MOUNT 50" A.F.F. COORDINATE EXACT

LOCATION WITH OWNER BEFORE INSTALL.

12.01 OWNER PROVIDED FURNISHINGS.

12.02 OWNER PROVIDED DESK

12.03 OWNER PROVIDED COMPUTER

12.04 OWNER PROVIDED DEDICATION PLAQUE

21.01 FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. SIZE 2A:10B:C.

22.01 FLOOR DRAIN. SLOPE FLOOR FOR POSITIVE DRAINAGE.

22.04 ADA COMPLIANT SINK.

22.06 NEW HIGH-LOW DRINKING FOUNTAINS. SEE PLUMBING

22.12 HOSE BIB. SEE PLUMBING

22.17 MOP SINK WITH WALL MOUNTED MOP AND BROOM HOLDER

23.01 WATER HEATER. SEE MECHANICAL

23.02 CONDENSER. SEE MECHANICAL

23.05 FURNACE. SEE MECHANICAL

23.07 HVAC - HYDRONIC. SEE MECHANICAL

26.01 ELECTRICAL PANEL. REFER TO ELECTRICAL SHEETS

35.01 FUTURE CONFERENCE AND OFFICES

N

2 REVIEW RESPONSE #01 8/7/2026

ADDENDUM #01 8/18/20261

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L.

J

T

AA301

AA301

B 9'-0"

B 9'-0"

B 9'-0"

A 9'-0"

B 9'-0"

A 9'-0"

VARIES

C

AA

HH

CC

AA

HH

CC

FF

BB

DD

GG

EE

HH

GG

FF

EE

DD

CC

BB

AA

FF

BB

DD

GG

EE

VARIES

D

A701.

A701.

10'-0" D

10'-0" D

10'-0" D

10'-0" D

10'-0" D

10'-0" D

10'-0" D

10'-0" D

A701.

A701.

A701.

A701.

07.01

07.01

07.01

05.0307.01

07.01

05.03

07.01

05.03

07.01 07.01

07.01

07.01

05.03

07.01

05.03

05.03

07.01

05.03

07.01

07.0105.03

07.01

B 9'-0"

05.18

05.18

05.18

05.18

05.18

05.18

05.18

05.18

05.18

05.18

05.18

05.18

B 9'-0"

26.03

26.03

26.03

28.02

26.03

26.03

28.02

26.03

26.03

26.03

26.03

26.03

28.02

28.03

28.03

11.02

11.02

28.03

21.01

26.01

26.01

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. MECHANICAL, PLUMBING, ELECTRICAL, AND CEILING SUBCONTRACTORS SHALL

COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING

PLAN SHALL TAKE PRECEDENCE.

C. SEE ENGINEERING SHEETS FOR ADDITIONAL REQUIREMENTS.

D. SEE DETAILS ON SHEET A701 FOR TYPICAL SEISMIC BRACING.

E. SEE DETAILS ON SHEET A701 FOR TYPICAL SEISMIC LIGHT BRACING.

F. SEE A701 FOR TYPICAL WALL BRACING.

G. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR IN WHICH THEY ARE

CALLED.

H. COORDINATE LOCATION OF MECHANICAL DIFFUSERS IN WALLS WITH

ARCHITECT.

I. SEE EXTERIOR ELEVATIONS AND ELECTRICAL LIGHTING PLAN FOR ADDITIONAL

LIGHTING INSTRUCTIONS.

J. PAINT UNDERSIDE OF EXPOSED OPEN CEILING. VERIFY WITH OWNER.

K. DO NOT SCALE DRAWINGS.

A

B

2x2 SUSPENDED CEILING SYSTEM WITH

GRID. SEE SPECIFICATIONS. SEE DETAIL

A3/A701

CEILING LEGEND

C OPEN TO EXPOSED STRUCTURE ABOVE

PAINTED 5/8" TYPE "X" GYPSUM BOARD

WITH SMOOTH FINISH. SEE DETAIL

A2/A701

D SOFFIT

ELECTRICAL/MECHANICAL SYMBOLS

2'x2' LIGHT

FIXTURE

RECESSED

DOWNLIGHT

STRIP LIGHT

FIXTURE

EXIT SIGN

SUPPLY DIFFUSER

EXHAUST FAN

RETURN AIR

DIFFUSER

WALL-MOUNTED

LIGHT FIXTURE

SCALE: 1/2" = 1'-0"AA151

REFLECTED CEILING PLAN - BUILDING A

REVISIONS:

STAMP:

SHEET TITLE:

N O

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W A

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T O

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C E

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T A

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

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ID

S

E T

DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA151

REFLECTED CEILING PLAN

- LEVEL 1

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

05.18 ALUMINUM SOFFIT

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

11.02 ADA STAINLESS STEEL PAPER TOWEL DISPENSER

21.01 FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. SIZE 2A:10B:C.

26.01 ELECTRICAL PANEL. REFER TO ELECTRICAL SHEETS

26.03 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.

28.02 SECURITY CAMERA

28.03 HORN STROBE

N

ADDENDUM #01 8/18/20261

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L.

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. MINIMUM ROOF CLASSIFICATION TO BE AS NOTED ON THE CODE ANALYSIS.

C. COORDINATE INSTALLATION OF ALL "AFTER CONTRACT" ASSEMBLIES PRIOR TO

CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

D. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.

E. INSULATE ENTIRE ROOF WITH R-30 POLYISOCYANURATE ABOVE ROOF

DECKING.

F. FLASH AND COUNTER-FLASH ALL ROOF PENETRATIONS PER SINGLE-PLY

MANUFACTURER'S RECOMMENDATIONS.

G. TIE PRIMARY ROOF DRAINS INTO SITE STORM DRAINAGE SYSTEM. TIE

SECONDARY ROOF DRAINS THROUGH BRASS SCUPPERS.

H. ALL MECHANICAL UNITS AND ROOF PENETRATIONS MAY NOT BE SHOWN.

REFER TO ENGINEERING SHEETS FOR ALL REQUIRED MECHANICAL UNITS AND

ROOF PENETRATIONS. PROVIDE FLASHING, CRICKETS, AND REGLETS AT EACH

UNIT. CRICKETS TO SLOPE 1/4" PER FOOT MINIMUM. SEE TYPICAL ROOF

DETAILS.

I. DO NOT SCALE DRAWINGS.

AA301

AA301

4" / 12"

4" / 12"

AA

HH

CC

AA

HH

CC

FF

BB

DD

GG

EE

FF

BB

DD

GG

4" / 12" 4" / 12"

4" / 12" 4" / 12"

EE

1'-9" 7'-7" 1'-8" 1'-8" 33'-3" 1'-8"

47'-7"

1'-9" 9'-3" 1'-8" 6'-2" 1'-9" 3'-9" 3'-10" 7'-8" 1'-8" 8'-5" 1'-8"

47'-7"

4" / 12"

07.01

07.01

07.01

07.01

07.01

07.01

07.01

07.01

05.12

10'-0"18'-9"7'-9"11'-0"

05.03

05.03

05.03

05.03

05.03

05.03

05.03

05.03

05.03

05.03

05.03

REVISIONS:

STAMP:

SHEET TITLE:

N O

R T

H E

R N

U T

A H

V E

T E

R A

N S

C E

M E

T E

R Y

P

H A

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S

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A D

A M

S A

V E

W A

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T O

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E R

R A

C E

U

T A

H

CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T B

ID

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA171

ROOF PLAN

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

05.12 STRUCTURAL STEEL BEAM. SEE STRUCTURAL DRAWINGS FOR

SIZE AND CONNECTIONS.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

N

SCALE: 1/2" = 1'-0"AA171

ROOF PLAN - BUILDING A

ADDENDUM #01 8/18/20261

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CHRISTOPHER

L.

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

VERIFY WITH STRUCTURAL.

C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED

FINISH.

D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS

DAMP PROOFING MATERIAL. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT,

EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER

ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE.

COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH

BACKGROUND COLOR OF EXTERIOR WALL.

E. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.

F. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.

EXTERIOR MATERIAL LEGEND

EM1

BLACK STANDING SEAM METAL ROOF.

COORDINATE FINISH WITH OWNER

EM2

EM3

BLACK ALUMINUM FASCIA.

COORDINATE FINISH WITH OWNER

STONE WAINSCOT, HARRISTONE.

CANMORE, UINTAH EDGESTONE

EM4 EIFS. COORDINATE FINISH WITH OWNER

100'-0"

BUILDING A -

LEVEL 1 FLOOR

EM3

EM1

EM4

109-A

A-A

AA301

114'-11 1/8"

TOP OF ROOF

1 3 4 5 6 7 82

876543

4" / 1 2"

4" / 12"

26.03

EM1

EM2

EM2

EM3 EM3

EM3EM3

EM3

EM3

EM1

EM4EM4

EM2

EM4EM4

109'-0"

BOTTOM OF

CEILING

109'-4 7/8"

TRUSS BEARING

LEVEL LOWER

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

23.02

26.03

26.03

26.03 26.03 26.03

28.02

26.03 26.03

05.12

B

B

C

C

C

AA351

A704.

A704.

08.12

11.08

100'-0"

BUILDING A -

LEVEL 1 FLOOR

A-A A-A

AA301

114'-11 1/8"

TOP OF ROOF

AH C

H G F E D C B A

F BDG

6" / 12"

6" / 12"

EQEQ

E

EM3

EM1

EM4

EM2

EM3

EM4

EM3EM4 EM4

EM3

EM3

26.03 26.03

EM3

109'-0"

BOTTOM OF

CEILING

109'-4 7/8"

TRUSS BEARING

LEVEL LOWER

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

23.02

05.03

07.01

07.01

07.01

05.03

07.01

26.03

26.0326.03

1'-11"

07.01

28.02

23.03

A704.

A704.

C

C

AA351

REVISIONS:

STAMP:

SHEET TITLE:

N O

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H E

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A H

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C E

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V E

W A

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T O

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R A

C E

U

T A

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T B

ID

S

E T

DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA201

EXTERIOR ELEVATIONS

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

05.12 STRUCTURAL STEEL BEAM. SEE STRUCTURAL DRAWINGS FOR

SIZE AND CONNECTIONS.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

08.12 SEE AA601 FOR MATERIAL TRANSITIONS AROUND DOORS

11.08 FIRE DEPARTMENT KNOW BOX. MOUNT 50" A.F.F. COORDINATE

EXACT LOCATION WITH OWNER BEFORE INSTALL.

23.02 CONDENSER. SEE MECHANICAL

23.03 HVAC EQUIPMENT, SEE MECHANICAL.

26.03 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.

28.02 SECURITY CAMERA

SCALE: 1/2" = 1'-0"AA201

EXTERIOR ELEVATION 4 - BUILDING A - NORTH

SCALE: 1/2" = 1'-0"AA201

EXTERIOR ELEVATION 3 - BUILDING A - EAST

2 REVIEW RESPONSE #01 8/7/2026

ADDENDUM #01 8/18/20261

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100'-0"

BUILDING A -

LEVEL 1 FLOOR

EM3

EM1

A-A

3'-6"

AA301

A-A

114'-11 1/8"

TOP OF ROOF

1345678 2

EM2

EM3

EM3 EM3EM4EM4EM4

EM3

26.03

109'-0"

BOTTOM OF

CEILING

26.03 26.03

26.03

26.03

07.01

05.03

07.01

05.03

07.01

07.01

109'-4 7/8"

TRUSS BEARING

LEVEL LOWER

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

1'-6" 3'-7" 1'-7"1'-10"5'-9"

A704.

A704.

AA351

C

B B

11.08

100'-0"

BUILDING A -

LEVEL 1 FLOOR

EM3

EM1

101-A

AA301

114'-11 1/8"

TOP OF ROOF

A HC

HGFEDCBA

FB D G

6" / 12"

6" / 12"

6" / 12"

E

26.03

EM1

EM2 05.12

EM1

EM3EM4EM3EM3EM4 EM3

EM3

26.03 109'-0"

BOTTOM OF

CEILING

26.03 26.03

26.03

26.03 26.03

23.02

07.01 07.01

07.01 07.01

26.03

07.01

22.12

05.03

07.01

109'-4 7/8"

TRUSS BEARING

LEVEL LOWER

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

1'-8" 2'-1" 2'-1" 1'-4" 1'-7"

AA351

C

08.12

23.03

AA351

C C

28.02

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

VERIFY WITH STRUCTURAL.

C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED

FINISH.

D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS

DAMP PROOFING MATERIAL. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT,

EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER

ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE.

COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH

BACKGROUND COLOR OF EXTERIOR WALL.

E. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.

F. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.

EXTERIOR MATERIAL LEGEND

EM1

BLACK STANDING SEAM METAL ROOF.

COORDINATE FINISH WITH OWNER

EM2

EM3

BLACK ALUMINUM FASCIA.

COORDINATE FINISH WITH OWNER

STONE WAINSCOT, HARRISTONE.

CANMORE, UINTAH EDGESTONE

EM4 EIFS. COORDINATE FINISH WITH OWNER

REVISIONS:

STAMP:

SHEET TITLE:

N O

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H E

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

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O C

U M

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA202

EXTERIOR ELEVATIONS

MLA

CLT

30 JULY 2026

SCALE: 1/2" = 1'-0"AA202

EXTERIOR ELEVATION 1 - BUILDING A - WEST

SCALE: 1/2" = 1'-0"AA202

EXTERIOR ELVATION 2 - BUILDING A - SOUTH

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

05.12 STRUCTURAL STEEL BEAM. SEE STRUCTURAL DRAWINGS FOR

SIZE AND CONNECTIONS.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

08.12 SEE AA601 FOR MATERIAL TRANSITIONS AROUND DOORS

11.08 FIRE DEPARTMENT KNOW BOX. MOUNT 50" A.F.F. COORDINATE

EXACT LOCATION WITH OWNER BEFORE INSTALL.

22.12 HOSE BIB. SEE PLUMBING

23.02 CONDENSER. SEE MECHANICAL

23.03 HVAC EQUIPMENT, SEE MECHANICAL.

26.03 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.

28.02 SECURITY CAMERA

2 REVIEW RESPONSE #01 8/7/2026

ADDENDUM #01 8/18/20261

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TE OF UTAH

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ENSED ARCHIT

EC

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CHRISTOPHER

L.

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS

OF BITUMINOUS DAMP PROOFING MATERIAL.

C. MINIMUM ROOF CLASSIFICATION TO BE CLASS 'C'.

D. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.

E. INSULATE ENTIRE ROOF WITH R-30 POLYISOCYANURATE.

F. EXPOSED FOUNDATION WALLS TO RECEIVE RUBBED FINISH.

G. SEE ENGINEERING SHEETS FOR ADDITIONAL INFORMATION.

H. MASONRY TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

I. NOT ALL INTERIOR ELEMENTS ARE NOTED FOR CLARITY. SEE WALL SECTIONS,

DETAILS, AND WALL TYPES FOR ADDITIONAL INFORMATION.

100'-0"

BUILDING A -

LEVEL 1 FLOOR

98'-5 7/8"

T.O. FOOTING

AA301

114'-11 1/8"

TOP OF ROOF

105-A

A-A

MECH/ELEC

WAITING (4-6

PPL)

RECEPTION

26.01

A HC FB D GE

109'-0"

BOTTOM OF

CEILING

07.01

A-A

6" / 12" 6" /

12"

A CC

A 9'-0"

A

AA351

AA351

23.03 23.03 23.03

26.06 26.06 26.06

23.01

23.06

22.12 22.01

23.03

23.03

23.07

23.06

23.06

97'-6"

B.O.F.

6'-0" 1'-6" 6'-8" 6"

1'-6" 15'-0" 4'-10" 1'-8"

2'-1" 23'-6" 5'-3"

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

A701.

03.06

03.07 03.07

03.08 03.08

31.01

31.01

100'-0"

BUILDING A -

LEVEL 1 FLOOR

98'-5 7/8"

T.O. FOOTING

AA301

114'-11 1/8"

TOP OF ROOF

104-A

A-A

A-A

90 SF

VESTIBULE

240 SF

WAITING (4-6

PPL)

165 SF

DIRECTOR'S

OFFICE

1 3 4 5 6 7 82

109'-0"

BOTTOM OF

CEILING

06.05 06.05

B A A C

A 9'-0"

A 9'-0"

101-A

4" / 1 2" 4" / 12"

AA351

23.06

23.06

23.03

23.03 23.03 26.0826.08

23.03

26.06 26.06 26.06 26.06 26.06 26.06 26.05 26.06

26.09

97'-6"

B.O.F.

1'-9" 1'-6" 6'-1" 3'-4" 2'-1" 5'-10" 15'-3" 10'-1" 1'-8"

AA351

21'-11" 2'-4" 13'-1" 10'-2"

109'-4 7/8"

TRUSS BEARING

LEVEL LOWER

110'-1 3/4"

TRUSS BEARING

LEVEL UPPER

B 9'-0"

03.06

03.07

03.08 03.08

03.05

31.01

03.06 03.06

03.07

03.08

05.18

05.02

REVISIONS:

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AA301

BUILDING SECTIONS

MLA

CLT

30 JULY 2026

KEYNOTES

03.05 CONCRETE FOOTING.

03.06 CONCRETE SLAB OVER 15 MM STEGO VAPOR BARRIER OVER 4"

ROAD BASE COMPACTED TO 90%. SEE STRUCTURAL FOR SLAB

THICKNESS AND REINFORCEMENT

03.07 CONCRETE FOOTINGS TO REST ON NATIVE SOIL OR ENGINEERED

FILL AS DETAILED BY GEOTECHNICAL REPORT. SEE STRUCTURAL

FOR FOOTING INFORMATION

03.08 CONCRETE FOUNDATION WALL. SEE STRUCTURAL. SAND PLASTER

ANY EXPOSED FOUNDATION TO 6" BELOW GRADE.

05.02 STRUCTURAL STEEL MEMBER. SEE STRUCTURAL SHEETS

05.18 ALUMINUM SOFFIT

06.05 MILLWORK, VERIFY SPECIES AND STAIN/PAINT WITH OWNER.

COORDINATE FINAL DESIGN WITH OWNER.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

22.01 FLOOR DRAIN. SLOPE FLOOR FOR POSITIVE DRAINAGE.

22.12 HOSE BIB. SEE PLUMBING

23.01 WATER HEATER. SEE MECHANICAL

23.03 HVAC EQUIPMENT, SEE MECHANICAL.

23.06 MECHANICAL DUCTWORK. SEE MECHANICAL

23.07 HVAC - HYDRONIC. SEE MECHANICAL

26.01 ELECTRICAL PANEL. REFER TO ELECTRICAL SHEETS

26.05 NETWORK EQUIPMENT.

26.06 WALL RECEPTACLE. SEE ELECTRICAL

26.08 MOTION SENSOR

26.09 FLOORBOX

31.01 GRADED UP TO 100'-0" AT DOORS TO ALLOW FOR EASY ACCESS

TO DOORS. FILL AROUND BUILDING TO SLOPE AWAY FROM

BUILDING. SEE CIVIL FOR GRADING REQUIREMENTS.

SCALE: 1/2" = 1'-0"AA301

BUILDING SECTION 1 - BUILDING A

SCALE: 1/2" = 1'-0"AA301

BUILDING SECTION 2 - BUILDING A

ADDENDUM #01 8/18/20261

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CHRISTOPHER

L.

T

HONOR

GUARD

PARTS &

TOOLS

STORAGE

FLAMMABLE

STORAGE

CABINET

SHOWER/RESTROOM

JAN

FOREMAN'S

OFFICE

BOOTS &

LOCKERS

VEHICLE &

EQUIPMENT

STORAGE

101-B

102-B 107-B

105-B104-B

106-B

113-B 112-B

108-B

109-B 110-B

A-B

A-B

A-B

A-B

A-B

A-B

A-B

111-B

AB202

AB2012

AB201

AB202 2

HALL

CLOSET

102B

103-B

AB301

AB302

23.06

22.17

22.0622.06

22.01

21.01

AB821 13

A A

C C

B B

D D

AIR

COMPRESSOR

11.01 11.0111.01 11.01

22.07

C

CCC

C

C

C

C

C C

E

A

A A

A

B

A

A

E

A

A

A

A

E

A

E

A

B

102B-B

22.01

AB821

4 AB82114

AB821

AB821

AB821 7

12.01

12.01

12.01

12.01

10.24

11.02

11.10

26.01

23.03

07.01

22.21

07.01

07.01

22.04

07.01

07.01

22.04

06.01 11.08

22.03

11.08

11.09

22.18

REST

10.27

10.28

12.02

13.01

22.24

22.24

22.24

D

DD

D

D

DD

E

1'-4"

1'-4"

1'-4"

1'-4"

12.05

12.03

06.01

06.01

26.10

22.21

22.21

34.01

34.01

A

22.21 23.10

11.11

07.01

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE

ARCHITECT.

B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH

OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

C. PROVIDE 18" MINIMUM CLEAR FLOOR SPACE AT PULL SIDE OF ALL DOORS.

PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS.

D. UNLESS OTHERWISE NOTED OR DIMENSIONED, LOCATE DOORS AS FOLLOWS:

• MASONRY WALLS- OUTSIDE OF FRAME 8" FROM FACE OF WALL (ON BLOCK

MODULE),

• FRAMED WALLS-INSIDE OF JAMB 4" FROM FINISHED WALL (ADJUST FOR

TILE WHERE SHOWN).

E. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS

OF BITUMINOUS DAMP PROOFING MATERIAL.

F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION

G. SEE INTERIOR ELEVATIONS ON AB821 AND MILLWORK DETAILS ON A851 FOR

FINISHES OF MILLWORK BASES AND COUNTERTOPS SEE SHEETS, AB151 FOR

REFLECTED CEILING PLAN INFORMATION.

H. SEE SHEETS AB801 FOR FINISH INFORMATION. CONFIRM FINISHES WITH OWNER

PRIOR TO ORDERING.

I. SEE AA601 DOOR AND WINDOW INFORMATION.

J. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH

OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.

K. SEE THE SPECIFICATION FOR ADDITIONAL INFORMATION.

L. SEE A000 FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND OTHER

ARCHITECTURAL GENERAL INFORMATION.

M. SEE AB351 FOR WALL TYPES.

N. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB

BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.

O. TILE IS TO BE SET OVER CEMENTITIOUS BACKER BOARD UNDERLAYMENT.

RECESS SLAB AS/IF REQUIRED. VERIFY WITH OWNER.

P. DO NOT SCALE DRAWINGS.

GENERAL NOTES

SCALE: 1/2" = 1'-0"AB101

FLOOR PLAN - BUILDING B

REVISIONS:

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB101

FLOOR PLAN - LEVEL 1

MLA

CLT

30 JULY 2026

KEYNOTES

06.01 SOLID SURFACE COUNTER TOP W/ STEEL SUPPORTS

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

10.24 COMPUTER.

10.27 OWNER APPROVED AIR COMPRESSOR

10.28 OWNER APPROVED PRESSURE WASHER

11.01 BOLLARD. SEE CIVIL DRAWINGS FOR DETAILS

11.02 WALL MOUNTED TOOL HANGER

11.08 ADA COMPLIANT GRAB BARS

11.09 ADA COMPLIANT TOILET PAPER DISPENSER

11.10 OWNER PROVIDED SHELVING UNIT

11.11 FIRE DEPARTMENT KNOW BOX. MOUNT 60" A.F.F. COORDINATE

EXACT LOCATION WITH OWNER BEFORE INSTALL.

12.01 OWNER PROVIDED FURNISHINGS

12.02 FULL-HEIGHT FLAMMABLE STORAGE CABINETS

12.03 CEILING MOUNTED SHOWER CURTAIN

12.05 OWNER PROVIDED BENCHES

13.01 SHOWER/RESTROOM TO HAVE CEILING-HEIGHT TILE. RESTROOM

FINISHES TO BE SEALED WELL

21.01 FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. SIZE 2A-10BC.

22.01 FLOOR DRAIN. SLOPE FLOOR FOR POSITIVE DRAINAGE.

22.03 ADA COMPLIANT TOILET. FLUSH VALVE MOUNTED OPPOSITE OF

SIDE WALL. SEE DETAILS ON A002.

22.04 ADA COMPLIANT SINK.

22.06 FLOOR TRENCH DRAIN. SEE PLUMBING.

22.07 STAINLESS STEEL HAND WASH BASIN WITH EYE WASH

22.17 MOP SINK.

22.18 ADA COMPLIANT SHOWER CONTROLS.

22.21 HOSE BIB

22.24 FLOOR TO SLOPE TO THE DRAIN

23.03 MECHANICAL EQUIPMENT, SEE MECHANICAL.

23.06 FURNACE.

23.10 GAS METER. SEE MECHANICAL.

26.01 ELECTRICAL PANEL. SEE ELECTRICAL

26.10 DATA "DTS" CABINET

34.01 FUTURE EXPANSION

N

2 REVIEW RESPONSE #01 8/7/2026

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B 9'-0"

B 9'-0"

B 9'-0"

A 9'-0"

B 9'-0"

A 9'-0"

A 9'-0"

AB301

AB302

B 9'-0"

A A

C C

B B

D D

B B

C C

B 9'-0"

A 9'-0"

23.07 23.07

B 9'-0"

B 9'-0"

B 9'-0"

15' 10" B

15' 10" B

11' 11" D

15' 10" D

15' 10" D

15' 10" D

11' 11" D

05.03

05.20

05.03

07.01

05.03

07.01

05.03

05.03

07.01

05.03

07.01

05.03

05.03

07.01

05.03

05.03

07.01

05.03

05.03

07.01

07.01

07.01

07.01

07.01

07.01

12.06

A701

A701

23.07

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. MECHANICAL, PLUMBING, ELECTRICAL, AND CEILING SUBCONTRACTORS SHALL

COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING

PLAN SHALL TAKE PRECEDENCE.

C. SEE ENGINEERING SHEETS FOR ADDITIONAL REQUIREMENTS.

D. SEE SHEET AB701 FOR TYPICAL SEISMIC BRACING.

E. SEE SHEET AB701 FOR TYPICAL SEISMIC LIGHT BRACING.

F. SEE SHEET AB701 FOR TYPICAL WALL BRACING.

G. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR IN WHICH THEY ARE

CALLED.

H. COORDINATE LOCATION OF MECHANICAL DIFFUSERS IN WALLS WITH

ARCHITECT.

I. WHERE APPLICABLE, FIRE SPRINKLERS TO BE CENTERED ON CEILING TILES.

J. SEE EXTERIOR ELEVATIONS AND ELECTRICAL LIGHTING PLAN FOR ADDITIONAL

LIGHTING INSTRUCTIONS.

K. PAINT UNDERSIDE OF EXPOSED OPEN CEILING. VERIFY WITH OWNER.

L. DO NOT SCALE DRAWINGS.

A

B

2x2 SUSPENDED CEILING SYSTEM WITH

GRID. SEE SPECIFICATIONS. SEE DETAIL

A3/A701

CEILING LEGEND

C OPEN TO EXPOSED STRUCTURE ABOVE

PAINTED 5/8" TYPE "X" GYPSUM BOARD

WITH SMOOTH FINISH. SEE DETAIL

A2/A701

D ROOF SOFFIT

ELECTRICAL/MECHANICAL SYMBOLS

2'x2' LIGHT

FIXTURE

RECESSED

DOWNLIGHT

STRIP LIGHT

FIXTURE

EXIT SIGN

SUPPLY DIFFUSER

EXHAUST FAN

RETURN AIR

DIFFUSER

WALL-MOUNTED

LIGHT FIXTURE

SCALE: 1/2" = 1'-0"AB151

REFLECTED CEILING PLAN - LEVEL 1

REVISIONS:

STAMP:

SHEET TITLE:

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

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ID

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB151

REFLECTED CEILING PLAN

- LEVEL 1

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

05.20 CORRUGATED SOFFIT

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

12.06 OWNER PROVIDED SHOWER CURTAIN

23.07 UNIT HEATER

N

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L.

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. MINIMUM ROOF CLASSIFICATION TO BE AS NOTED ON THE CODE ANALYSIS.

C. COORDINATE INSTALLATION OF ALL "AFTER CONTRACT" ASSEMBLIES PRIOR TO

CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.

D. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.

E. INSULATE ENTIRE ROOF WITH R-30 POLYISOCYANURATE ABOVE ROOF

DECKING.

F. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS PER SINGLE-PLY

MANUFACTURER'S RECOMMENDATIONS.

G. TIE PRIMARY ROOF DRAINS INTO SITE STORM DRAINAGE SYSTEM. TIE

SECONDARY ROOF DRAINS THROUGH BRASS SCUPPERS.

H. ALL MECHANICAL UNITS AND ROOF PENETRATIONS MAY NOT BE SHOWN.

REFER TO ENGINEERING SHEETS FOR ALL REQUIRED MECHANICAL UNITS AND

ROOF PENETRATIONS. PROVIDE FLASHING, CRICKETS, AND REGLETS AT EACH

UNIT. CRICKETS TO SLOPE 1/4" PER FOOT MINIMUM. SEE TYPICAL ROOF

DETAILS.

I. MECHANICAL CURBS TO BE 8" MINIMUM ABOVE NEAREST HORIZONTAL OR

SLOPED ROOF SURFACE.

J. SLEEPER INSTALLATION NOT PERMITTED AT MECHANICAL UNITS. PROVIDE

FULL MECHANICAL CURB DETAILING.

K. DO NOT SCALE DRAWINGS.

A A

C C

B B

D D

11" 10" 1'-1" 21'-7" 17'-10" 1'-6" 10'-5" 1'-8"

1'-9" 1'-1" 21'-7" 17'-10" 11'-11" 1'-8"

55'-11"

55'-11"

23.0323.03

23.03

07.02 07.02

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB171

ROOF PLAN

MLA

CLT

30 JULY 2026

KEYNOTES

07.02 SNOW FENCE REQUIRED TO BE INSTALLED ABOVE HIGH BAY

DOORS PER MANUFACTURER SPECIFICATIONS.

23.03 MECHANICAL EQUIPMENT, SEE MECHANICAL.

N

SCALE: 1/2" = 1'-0"AB171

ROOF PLAN

1 ADDENDUM #01 8/18/2026

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100'-0"

LEVEL 1 FLOOR

111-B

A-B A-B

EM2

EM4EM3 EM4

AB301

122'-7 3/8"

TOP OF ROOF

AC BD

11.01

EM3

EM2

EM2EM2

EM1

EM2

115'-3 5/8"

TRUSS BEARING

UPPER LEVEL

111'-11 1/4"

TRUSS BEARING

LOWER LEVEL

4" / 1 2"

4" / 12"

4" / 12"

4" / 1 2" 4" / 12"

26.03 26.03 26.03 26.03

07.01 07.01

23.05

07.01

07.01

07.01

07.01

07.01

07.01

28.01

22.21

A704

A704

08.13

AB351

28.01 28.01

23.03

09.03 09.03 09.03 09.03

GENERAL NOTES

A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

VERIFY WITH STRUCTURAL.

C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED

FINISH.

D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS

DAMP PROOFING MATERIAL. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT,

EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER

ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE.

COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH

BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE

PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO

OCCUPANCY.

E. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOF

DRAINAGE BRASS SCUPPER AND ROOF SCUPPER WITH PRE-FINISHED ALUMINUM

DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS.

F. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.

G. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG

EXTERIOR WALLS.

H. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.

EXTERIOR MATERIAL LEGEND

EM1

BLACK STANDING SEAM METAL ROOF.

COORDINATE FINISH WITH OWNER.

EM2

EM3

BLACK ALUMINUM FASCIA.

COORDINATE FINISH WITH OWNER.

STONE WAINSCOT, HARRISTONE.

COORDINATE FINISH WITH OWNER.

EM4 EIFS. COORDINATE FINISH WITH OWNER.

100'-0"

LEVEL 1 FLOOR

101-B

A-B

113-B 112-B

EM1

10'-0"

10'-0"

AB302

122'-7 3/8"

TOP OF ROOF

1 2 3 4

EM1

EM1

EM2

EM2

EM4

EM3

EM3

EM3EM3EM3EM3EM3EM3 EM4 EM4 EM2

11.0111.01

11.01

11.01

11.04 11.04

115'-3 5/8"

TRUSS BEARING

UPPER LEVEL

111'-11 1/4"

TRUSS BEARING

LOWER LEVEL

1'-7"

11"

1'-3"

26.03 26.03

26.03 26.03 26.03

26.03

26.03

05.19 05.19

28.01

08.13

07.02 07.02 07.02

1'-6"

23.03

09.03 09.03 09.03

11.11

REVISIONS:

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

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ID

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB201

EXTERIOR ELEVATIONS

MLA

CLT

30 JULY 2026

SCALE: 1/2" = 1'-0"AB201

EXTERIOR ELEVATION 2 - BUILDING B - NORTH

SCALE: 1/2" = 1'-0"AB201

EXTERIOR ELEVATION 3 - BUILDING B - EAST

KEYNOTES

05.19 PAINTED STEEL ANGLE BRACES

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

07.02 SNOW FENCE REQUIRED TO BE INSTALLED ABOVE HIGH BAY

DOORS PER MANUFACTURER SPECIFICATIONS.

08.13 SEE AA601 FOR MATERIAL TRANSITIONS AROUND DOORS

09.03 DARKER AREA IS WHERE THERE IS A CEMENT BARRIER IN WALL.

EIFS FINISH TO MATCH SURROUNDING WALL FIELD COLOR.

11.01 BOLLARD. SEE CIVIL DRAWINGS FOR DETAILS

11.04 DRAIN PIPE.

11.11 FIRE DEPARTMENT KNOW BOX. MOUNT 60" A.F.F. COORDINATE

EXACT LOCATION WITH OWNER BEFORE INSTALL.

22.21 HOSE BIB

23.03 MECHANICAL EQUIPMENT, SEE MECHANICAL.

23.05 CONDENSING UNIT

26.03 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.

28.01 EXTERIOR SECURITY CAMERA. SEE ELECTRICAL.

REVIEW RESPONSE #01 8/7/20262

1 ADDENDUM #01 8/18/2026

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ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

VERIFY WITH STRUCTURAL.

C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED

FINISH.

D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS

DAMP PROOFING MATERIAL. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT,

EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER

ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE.

COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH

BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE

PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO

OCCUPANCY.

E. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOF

DRAINAGE BRASS SCUPPER AND ROOF SCUPPER WITH PRE-FINISHED ALUMINUM

DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS.

F. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.

G. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG

EXTERIOR WALLS.

H. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.

EXTERIOR MATERIAL LEGEND

EM1

BLACK STANDING SEAM METAL ROOF.

COORDINATE FINISH WITH OWNER.

EM2

EM3

BLACK ALUMINUM FASCIA.

COORDINATE FINISH WITH OWNER.

STONE WAINSCOT, HARRISTONE.

COORDINATE FINISH WITH OWNER.

EM4 EIFS. COORDINATE FINISH WITH OWNER.

100'-0"

LEVEL 1 FLOOR

A-B A-B

AB301

122'-7 3/8"

TOP OF ROOF

A CB D

07.01

07.01

11.01

07.01 07.01

07.01

EM2

EM2

EM3EM3EM4EM3EM3EM4 EM4EM4

115'-3 5/8"

TRUSS BEARING

UPPER LEVEL

111'-11 1/4"

TRUSS BEARING

LOWER LEVEL

26.03

26.03 26.03 26.03

4" / 1 2" 4" / 12"

4" / 1 2" 4" / 12"

4" / 1 2"

07.01

07.01 07.01

07.01

07.01

28.01

A704

A704

28.01

4" / 12"

23.03

23.03

100'-0"

LEVEL 1 FLOOR

A-B A-B

EM1

EM4

AB302

122'-7 3/8"

TOP OF ROOF

EM1

EM1

EM1

EM2

EM2

EM4EM3EM3EM4 EM4EM3EM3

115'-3 5/8"

TRUSS BEARING

UPPER LEVEL

111'-11 1/4"

TRUSS BEARING

LOWER LEVEL

1'-3"

1'-10"

1'-7"

11"23'-7"19'-4"12'-1"

16'-9"

39'-9"

07.01

07.01

05.03

05.03

05.03

07.01

07.01

07.01

05.03

C

C

C

C

B2

A704

B5

A704

AB351

REVISIONS:

STAMP:

SHEET TITLE:

N O

R T

H E

R N

U T

A H

V E

T E

R A

N S

C E

M E

T E

R Y

P

H A

S E

S

O U

T H

A D

A M

S A

V E

W A

S H

IN

G

T O

N T

E R

R A

C E

U

T A

H

CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T B

ID

S

E T

DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB202

EXTERIOR ELEVATIONS

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

07.01 PRE-FINISHED METAL RAIN GUTTER AND DOWN SPOUT. HEAT

TRACERS TO BE INSTALLED IN ALL GUTTERS AND DOWNSPOUTS.

11.01 BOLLARD. SEE CIVIL DRAWINGS FOR DETAILS

23.03 MECHANICAL EQUIPMENT, SEE MECHANICAL.

26.03 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.

28.01 EXTERIOR SECURITY CAMERA. SEE ELECTRICAL.

SCALE: 1/2" = 1'-0"AB202

EXTERIOR ELEVATION 1 - BUILDING B - WEST

SCALE: 1/2" = 1'-0"AB202

EXTERIOR ELEVATION 4 - BUILDING B - SOUTH

ADDENDUM #01 8/18/20261

S

TA

TE OF UTAH

L

IC

ENSED ARCHIT

EC

T

CHRISTOPHER

L.

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT

THE ENTIRE BUILDING PER NFPA 13.

C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS

OF BITUMINOUS DAMP PROOFING MATERIAL.

D. MINIMUM ROOF CLASSIFICATION TO BE CLASS 'C'.

E. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.

F. INSULATE ENTIRE ROOF WITH R-30 POLYISOCYANURATE.

G. EXPOSED FOUNDATION WALLS TO RECEIVE RUBBED FINISH.

H. SEE ENGINEERING SHEETS FOR ADDITIONAL INFORMATION.

I. MASONRY TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM.

J. NOT ALL INTERIOR ELEMENTS ARE NOTED FOR CLARITY. SEE WALL SECTIONS,

DETAILS, AND WALL TYPES FOR ADDITIONAL INFORMATION.

100'-0"

LEVEL 1 FLOOR

AB302

122'-7 3/8"

TOP OF ROOF

VEHICLE &

EQUIPMENT

STORAGE

HALL

101-B JAN

102B-B

115'-3 5/8"

TRUSS BEARING

UPPER LEVEL

111'-11 1/4"

TRUSS BEARING

LOWER LEVEL

31'-5"

25'-3"

53'-10"

7"10"51'-2"10"4"

A 9'-0"

B 9'-0"

B 9'-0"

22.17

23.06

C

A A A

C

C

106-B

22.01 22.01

B 15'-10"

05.03

05.03

05.03

05.03

AB351

AB351

09.12 09.1209.12 7/8"7/8" 21.01

C

E

C08.05 08.05

112-B 113-B

26.09 26.06 26.09

26.09

26.06

05.03

95'-0"

B.O FOOTING REVISIONS:

STAMP:

SHEET TITLE:

N O

R T

H E

R N

U T

A H

V E

T E

R A

N S

C E

M E

T E

R Y

P

H A

S E

S

O U

T H

A D

A M

S A

V E

W A

S H

IN

G

T O

N T

E R

R A

C E

U

T A

H

CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T B

ID

S

E T

DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

AB301

BUILDING SECTIONS

MLA

CLT

30 JULY 2026

KEYNOTES

05.03 PRE-FINISHED METAL FASCIA AND VENTED SOFFIT.

08.05 HIGH BAY DOOR. SEE SCHEDULES.

09.12 4'-0" HIGH CONCRETE WALL AROUND BAYS. SEE WALL TYPE D.

21.01 FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. SIZE 2A-10BC.

22.01 FLOOR DRAIN. SLOPE FLOOR FOR POSITIVE DRAINAGE.

22.17 MOP SINK.

23.06 FURNACE.

26.06 LIGHT SWITCH

26.09 WALL RECEPTICAL. SEE ELECTRICAL

SCALE: 1/2" = 1'-0"AB301

BUILDING SECTION 1 - BUILDING B

ADDENDUM #01 8/18/20261

S

TA

TE OF UTAH

L

IC

ENSED ARCHIT

EC

T

CHRISTOPHER

L.

ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT

DISCREPANCIES TO THE ARCHITECT.

B. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT

THE ENTIRE BUILDING PER NFPA 13.

C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS

OF BITUMINOUS DAMP PROOFING MATERIAL.

D. MINIMUM ROOF CLASSIFICATION TO BE CLASS 'C'.