6-2-MP27001-27041370 Approved Plans.pdf

PDF 18 MB Posted Jul 7, 2026

Attached to: DFCM Construction - Prequalified Roofing - Utah State Fairpark - Deseret Building Roof Replacement - Project #27041370
Solicitation number: MP27001
Issued by: Utah

About this file

Written by GovTribe AI · Jul 8, 2026

This is an Approved Plans document for the Division of Facilities Construction and Management (DFCM) in Utah, specifically for the Deseret Building Roof Replacement project at the Utah State Fairpark (Project #27041370). The project involves roof replacement for the Deseret Building with a construction cost estimate of $225,000.00. This is a Stage II Invitation to Bid, meaning only contractors who have been prequalified under the Stage I Prequalification for Contractors process and are currently listed on the respective DFCM Prequalified Contractors list as of the solicitation date are eligible to submit bids. The document contains the approved construction plans and specifications necessary for contractors to prepare accurate bid proposals.

The approved plans provide the technical details and design specifications required for the roof replacement work. Contractors must review these plans thoroughly to understand the scope of work, materials, methods, and performance standards for the project. As a prequalified bidders-only solicitation, the competitive process is limited to qualified firms, which streamlines the bidding process while ensuring contractor capability and experience in roofing work. Prospective bidders should obtain copies of all approved plans and specifications from DFCM to ensure they have complete project documentation before preparing their bids.

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Other files

File	Type	Posted
5-1-MP27001-27041370 Solicitation.pdf	PDF	Jul 7, 2026
3-C-DFCM Health Insurance Statement of Compliance Form, Revised 7.28.25.docx	DOCX document	Jul 7, 2026
4-4-MP27001-27041370 HazMat Survey.pdf	PDF	Jul 7, 2026
7-3-MP27001-27041370 Approved Specifications.pdf	PDF	Jul 7, 2026
2-B-Subcontractors List Form Instructions-7.1.2021.docx	DOCX document	Jul 7, 2026
1-A-DFCM General Conditions August 2020-Clean rev 07122023.pdf	PDF	Jul 7, 2026

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OF E UT TA AT H

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

G001

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26

GENERAL

G001

G002

G003

COVER PAGE

DFCM FORMS

Utah State Fairpark

A.9

Detail Title

SCALE: 1/8"=1'-0"1

ARCHITECTURAL

A101

A102

PEDESTRIAN PROTECTION PLAN

ROOF PLAN

A201

A202

A301

EXTERIOR ELEVATIONS

ROOF DETAILS

A302

DRAWING INDEX

PROJECT LOCATION FAIR PARK ENTRANCE

VICINITY PLAN

DFCM PROJECT #27041370

Roof Replacement For:

Utah State Fairpark Deseret Building

155 1000 W, Salt Lake City, UT 84116

ARCHITECTURAL:

Chad Hansen Architectural Design Clinton, UT 84015 CONTACT: Chad Hansen

PHONE: 801-499-2787

E-MAIL: chad@chadpllc.pro

A/E/C TEAM:

ABBREVIATIONS

A.R.F. ABOVE RAISED FLOOR

B.O. BOTTOM OF

B.O.B. BOTTOM OF BEAM

CENTERLINE

COL COLUMN

EL ELEVATION

E.O.S. EDGE OF STUD

E.W.C. ELECTRIC WATER COOLER

F.F. FINISHED FLOOR

F.F. EL FINISHED FLOOR ELEVATION

F.H.G.B. FUL HEIGHT GYP BOARD

F.R.P. FIRE RESISTANT PANEL

GA GAUGE

G.C. GENERAL CONTRACTOR

GYP GYPSUM BOARD

HORIZ HORIZONTAL

INSUL INSULATION

MBM METAL BUILDING MANUFACTURE

MAX MAXIMUM

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MIN MINIMUM

N.T.S. NOT TO SCALE

O/ OVER

O.C. ON CENTER

REF REFERENCE

SIM SIMILAR

SLAB LINE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.F.F. TOP OF FINISHED FLOOR

T.O.S. TOP OF SLAB

T.S. TUBE STEEL

TYP TYPICAL

VERT VERTICAL

W.C. WATER CLOSET

W/ WITH

W/O WITHOUT

GENERAL NOTES

1. Verification of Existing Conditions: The Contractor and all Subcontractors are responsible for verifying all existing site and building conditions prior to submitting bids, ordering materials, or commencing work. Any discrepancies or conflicts shall be reported to the Architect immediately for resolution.

2. Subcontractor Coordination: The Contractor shall meet with each Subcontractor on-site to review the scope of their work before commencement. Additionally, the Architect will schedule a walkthrough for all prospective bidders to ensure clarity of project requirements.

3. Utility Verification: Utility information shown in the documents is approximate. The Contractor shall field-verify the exact locations of all utilities, whether shown or not, before starting work. Any utilities discovered that are not depicted on the drawings must be reported to the Architect for further instructions.

4. Scope Clarifications: By submitting a bid, the Contractor acknowledges that the construction documents provide a general scoping design of the project. The Contractor is responsible for coordinating all systems, materials, fixtures, and equipment, both new and existing, to ensure compliance with applicable codes and the Owner’s approval.

5. Compliance with Laws and Regulations: All work shall be performed in a safe and workmanlike manner in strict compliance with local and state building codes, the National Electrical Code (NEC), ADA/ANSI accessibility standards, and OSHA requirements.

6. Dust and Containment Measures: The Contractor shall prevent dust migration into adjacent spaces by installing appropriate barriers and evaluating mechanical systems to mitigate dust spread. All measures must be coordinated with the Architect and Owner.

7. Building Security: The Contractor shall ensure the integrity of the building’s security throughout construction. Access plans for customers and staff must be coordinated with the Owner and approved prior to implementation.

8. Cleanliness and Fire Safety: The Contractor shall maintain a clean work area, free of debris and flammable materials. Smoking is prohibited on the site at all times.

9. Modification of Existing Systems: The Contractor is responsible for repairing, rerouting, and extending existing services, piping, and conduits to achieve a complete and compliant installation, even for items not explicitly shown on the drawings but necessary for functionality.

10. Repair and Finish Matching: Where existing finishes are to remain, the Contractor shall paint, patch, and repair surfaces to ensure seamless blending with new work. All existing surfaces must be protected from damage.

11. Schedule Coordination: The Owner is responsible for establishing and adhering to a mutually agreed project schedule with the Contractor. Material ordering and delivery must align with this schedule to avoid delays.

12. Special Inspections: The Contractor shall coordinate and schedule all special inspections as required by Chapter 17 of the International Building Code (IBC), including but not limited to the items outlined in Section 1704.3.1.

13. Document Management: The Architect's project manual, along with these drawings, is part of the contract documents. The Contractor shall ensure that the latest approved plans, specifications, addenda, review comments, change orders, RFIs, and utility directives are available both administratively and on-site.

14. Subcontractor Compliance: All Subcontractors must comply with current applicable building codes and requirements of all enforcement authorities, including building departments and fire marshals.

15. Responsibility for Changes: The Contractor assumes full responsibility for any modifications required in architectural, structural, electrical, or plumbing systems resulting from substitutions or changes in equipment.

NORTH ARROW

ELEVATION ID

DETAIL LABEL

DETAIL ID

MATCH LINE

KEYED NOTE

ADDENDUM/REVISION ID

ROOM ID

WINDOW TYPE

DOOR ID

WALL TYPE

GRID ID

SECTION ID W/CUT LINE

SYMBOL LEGEND

SEE XX/X-XXX

MATCH LINE

A301

A201

101A

1A1

ROOFING PROGRAM MANAGER:

Utah Department of Government Operations Division of Facilities Construction & Management CONTACT: Brandon Stokes, RPM

PHONE: (801) 540-3724

E-MAIL: bdstokes@utah.gov

ICC-A117.1.2017

A-3

X X

D 90

0 0 0 0

YES YES

EXISTING UNCHANGED

24,000

28'-3" EXISTING UNCHANGED

8,017 SF. EXISTING UNCHANGED

N.A.

EXISTING UNCHANGED

N.A.

N.A. (EXISTING UNCHANGED)

N.A. N.A.

N.A. (EXISTING UNCHANGED)

THERE ARE NO SPECIAL

INSPECTIONS REQUIRED

NORTH TEMPLE

FAIRPARK MAP

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

06/24/2026

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

A101

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26

(E) PARKING LOT

(E) SIDEWALK(E) SIDEWALK

(E ) S

(E) SIDEWALK

(E) ASPHALT PAVING

ADA EXIT

(E) SIDEWALK

(E) LANDSCAPING

(E) LANDSCAPING(E) LANDSCAPING

(E) LANDSCAPING

5'- 0"

EXTEND FENCE TO

EXISTING FENCE

PROTECT ANY

GROUND EQUIPMENT

X X X X X X X X X X X X X X X X

X X X X X X X X X XXX X X XXX X X X XXX X X XX

DESERET BUILDING

NORTH TEMPLE

2X6 BOTTOM PLATE-CONTINUOUS

3/4" WOOD SHEATHING

2X4 FRAMING AT 24" O.C.

BETWEEN POSTS

2X6 POST @ 12' O.C. MAX.

2X4 KNEE BRACE - BOTH

DIRECTIONS (AT EACH POST)

* 2X8 JOISTS @ 24" O.C. OR AS

REQ'D. TO MEET SPAN

4X12 CONTINUOUS STRINGER

3/4" CDX PLYWOOD

2X4 CURB

NOTE:

THIS DETAIL REPRESENTS MINIMUM

REQUIREMENTS, HOWEVER A DEFERRED

SUBMITTAL IS REQUIRED FOR "*" ITEMS

NOTE:

* CONTRACTOR TO PROVIDE ANCHORAGE OR

SAND BAGS AS REQ'D. TO STABILIZE STRUCTURE

NOTE:

REFER TO PLAN FOR OPENINGS IN

STRUCTURE TO ALLOW ACCESS WHERE

DOUBLE ARROWS ARE SHOWN.

CONSTRUCT WIDTH PER SHOWN ON PLAN

3'- 0"

8'- 0"

1/4" SLOPE

5'-0" CLEAR MIN.

SCALE: 3/32" = 1'-0"1 PEDESTRIAN PROTECTION PLAN

SCALE: 3/4" = 1'-0"2 COVERED WALKWAY

LEGEND

EXIT/ENTRANCE OF COVERED WALKWAY

COVERED WALKWAY - REFER TO DETAIL & NOTES

PEDESTRIAN PROTECTION NOTES:

1. COVERED WALKWAY TO BE CONSTRUCTED PER SECTION 3306.7 OF THE 2021 IBC - COVERED WALKWAYS SHALL BE DESIGNED TO

SUPPORT ALL IMPOSED LOADS - IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE - PROVIDE ADEQUATE LIGHTING AT ALL TIMES - INSTALL IN AREAS WHERE OVERHEAD WORK IS OCCURRING - COORDINATE HEIGHT OF COVERED WALKWAYS WITH EXTG. EXTERIOR DOOR / STAIR / LANDING (ETC.) - REFER TO TYPICAL COVERED WALKWAY DETAIL - PROVIDE OPENINGS / ACCESS INTO WALKWAY WHERE INDICATED ON PLAN - CONTRACTOR CAN USE SCAFFOLDING AS THEIR COVERED WALKWAY PROTECTION IF IT MEETS ALL CODE REQUIREMENTS AS CALLED FOR PER SECTION 3306.7 OF THE 2021 IBC - FIELD VERIFY EXISTING CONDITIONS WHERE COVERED WALKWAY IS INDICATED TO BE PROVIDED AND WORK AROUND AS REQUIRED.

2. TYPICAL 6' HIGH TEMPORARY CHAIN LINK FENCE WITH NO GAPS LARGER THAN 4" - FENCED AREA IS TO PREVENT ACCESS TO THE AREA ADJACENT TO THE BUILDING DURING THE ENTIRE CONSTRUCTION PROJECT - FIELD VERIFY ALL EXISTING CONDITIONS AS REQUIRED TO

PROPERLY INSTALL ENCLOSURE FENCING.

3. INSTALLATION OF COVERED WALKWAYS, BARRIERS & OTHER STAGING - SHALL BE COORDINATE WITH OWNER & FIRE MARSHAL.

4. CONTRACTOR SHALL COMPLY WITH SAFETY REQUIREMENTS CONTAINED IN THE GENERAL CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROTECTION OF PEDESTRIANS AS REQUIRED IN 2018 IBC, CHAPTER 33, SECTION 3306. A SUBMITTAL FOR THIS SHALL BE REQUIRED INCLUDING DRAWINGS; STRUCTURAL CALCULATIONS FOR COVERED WALKWAYS, ETC. THIS MAY INCLUDE WALKWAYS, DIRECTIONAL BARRICADES, CONSTRUCTION RAILINGS, BARRIERS, COVERED WALKWAYS AND PROCEDURES FOR REPAIR, MAINTENANCE AND REMOVAL OF PROTECTION ELEMENTS.

5. CONTRACTOR SHALL MAINTAIN SITE IN A MANNER THAT WILL NOT POSE A HAZARD TO EMPLOYEES, CONTRACTORS, VISITORS TO THE

SITE, OR NEIGHBORING OFF SITE PROPERTY.

6. ALL EXTG. SPACES AND PROPERTIES ADJACENT TO DEMOLITION / CONSTRUCTION / STORAGE AREAS SHALL REMAIN CLEAN. ANY DEBRIS SHALL BE REMOVED FROM WORK AREAS DAILY. IF REQUIRED, CLOSE OFF EXTG. MECHANICAL SUPPLY/RETURN TO PREVENT DUST/DEBRIS FROM ENTERING/EXITING CONSTRUCTION AREA. COORDINATE W/ BUILDING MAINTENANCE STAFF.

7. CONTRACTOR TO REMOVE, STORE AND PROTECT EXISTING MOVEABLE ITEMS (TYP.). COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ITEMS IN OR ON THE BUILDING, OR WITHIN PROJECT SITE THAT ARE DAMAGED

BY CONSTRUCTION ACTIVITIES DURING THE CONSTRUCTION PROCESS.

TYP. CHAIN LINK FENCE BARRIER - REFER TO NOTES

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

A102

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26

F F

E E

D D

C C

B B

A A

A301

18'-0" 18'-0"15'-6" 18'-0" 18'-0" 18'-0" 15'-6"

'-4

'-0

9'-

'-0

121'-0"

'-0

01 02

03030303

06 06 06 06 06

04 03030303

06 06 06 06 06

01 02

01 02 01 02

181818

TYP.

DFCM GENERAL REQUIREMENTS FOR STEEP SLOPE ROOFING:

1. Any product used in steep slope roofing should have a proven history and be recognized by the NRCA.

2. All eves should are to overhang the wall a minimum of 16".

3. Provide Ice and water shield on entire shingled roof area. Refer to details for further extent.

4. Valleys and gutters should be designed so ice dams will not be created. Designs should not allow for moisture to pond on the roof or drainage system. All designs are to have a clear drainage channel off of the roof -i.e. no dead valleys.

5. All roof slopes 4/12 and below are to have a full ice and water shield dry-in with a felt dry-in over the top of the ice & water shield. Roof slopes 5/12 to 8/12 are to have a felt dry -in with a minimum of 18" side laps & 12" end laps. Roof slopes 9/12 and higher will require a dry-in with a minimum of 3" side laps & 12" end laps.

6. Synthetic underlayment to be used in lieu of a #30 felt provided it is an acceptable substitute to the roofing manufacturer. The primary underlayment is to cover the secondary underlayment on all steep slope roofing systems.

7. Internal rain gutters are not allowed without written approval from the DFCM Roofing Manager.

8. All rain gutters, downspouts and internal drain systems are required to have high quality heat cable that is thermostatically controlled. All fasteners for heat cable shall be concealed within the roof system.

9. Only concealed fasteners will be acceptable in metal roofing. No exposed fasteners will be allowed.

10. Minimum of a 10 year leak free manufactures warranty is required on all steep slope roof systems.

11. Three tab shingles are not allowed. A minimum of a 270lb per square laminated shingles should be used that provides a 10 year 130 mph wind warranty. The nailing surface must be fully laminated and 1" minimum width. 6 nails per shingle.

12. All material and details should meet the requirements of ASTM, NRCA, SMACNA, UL and FM.

13. Roofing systems that have a history of snow sliding off the roof must have an appropriate snow retention system that will protect the building occupants and pedestrians traffic around the building.

14. Minimum Contractor workmanship Warranty period should be 5 years on DFCM contractor Warranty.

15. A DFCM history record is required on all roofing systems.

16. Wood framed crickets filled with insulation should be installed on the up slope side of all curbs, units, chimneys, etc.

17. All application procedures should comply at minimum with the NRCA's standards & requirements, unless written specifications from a manufacturer's specific product requirements contradict NRCA's standards.

In such instances, written permission must be obtained from the DFCM Roof Manager.

18. No asbestos containing material (ACM) is to be used.

ROOF PLAN KEYNOTES

INSTALL NEW ARCHITECTURAL GRADE ASPHALT SHINGLES EQUAL TO "CERTAINTEED"

PRESIDENTIAL SHAKE IR OVER SLIP SHEET OVER SYNTHETIC(NON-ASPHALTIC) ICE & WATER

SHIELD EQUAL TO "SKARKSKIN ULTRA SA"

COMPLETELY REMOVE ALL ASPHALT SHINGLES, UNDERLAYMENT, LOOSE ICE & WATER SHIELD

AND ANY OTHER ACCESSORIES LEAVING A CLEAN SUBSTRATE FOR REINSTALLATION

EXISTING SKYLIGHT TO REMAIN - PROTECT DURING CONSTRUCTION

ASPHALT SHINGLE HIP CAP - REFER TO MANUFACTURER'S SPECS

ASPHALT SHINGLE RIDGE CAP - REFER TO MANUFACTURER'S SPECS

EXISTING SHEET METAL CRICKET OVER PLYWOOD FRAMING TO REMAIN - PROTECT DURING

CONSTRUCTION

ASPHALT SHINGLE VALLEY - REFER TO MANUFACTURER'S SPECS

EXISTING PRECAST CONCRETE CAP - PROTECT DURING CONSTRUCTION

TYP. THROUGHOUT. COMPLETELY REMOVE EXISTING COUNTER FLASHING & ALL ACCESSORIES

AND RE-INSTALL NEW COLORED METAL REGLET & COUNTER FLASHING ALONG ENTIRE ROOF

EDGE - REFER TO DETAILS 3/A301 - COLOR TO MATCH FASCIA

REMOVE & REPLACE EXISTING SINGLE PLY ROOFING MEMBRANE ONLY - EXISTING INSULATION

SYSTEM TO REMAIN - PROTECT FROM DAMAGE DURING CONSTRUCTION. PROVIDE NEW

TERMINATION BAR & CAULKING - REFER TO DETAIL 2/A301

EXISTING CONCRETE CANOPY TO REMAIN - PROTECT DURING CONSTRUCTION

COMPLETELY REMOVE EXISTING METAL DRIP EDGE AND INSTALL NEW METAL DRIP EDGE. COLOR

TO MATCH FASCIA. EXISTING METAL FASCIA TO REMAIN - PROTECT DURING CONSTRUCTION

EXISTING WINDOW TO REMAIN - PROTECT DURING CONSTRUCTION

EXISTING BRICK TO REMAIN - PROTECT DURING CONSTRUCTION

EXISTING LOUVER TO REMAIN - PROTECT DURING CONSTRUCTION

EXISTING ROOF DRAIN REMOVE, SALVAGE AND REINSTALL. REFER TO DETAIL 4/A301 SIM.

EXISTING PHOTOCELL TO BE REMOVE, SALVAGE AND REINSTALL 8" HIGHER ON CMU WALL.

RECONFIGURE CONDUIT & WIRE TO ACCOMIDATE CHANGE IN HEIGHT. FLASH CONDUIT THROUGH

ROOF PER DFCM STANDARDS. SEE DETAIL 5/A301

PIPE VENT ROOF JACK FLASHING PER DFCM STANDARDS

SCALE: 3/16" = 1'-0"1 ROOF PLAN

GENERAL ROOF PLAN NOTES:

1. THE REPLACEMENT OF THE ROOF SHALL BE CONDUCTED IN SUCH A MANNER AS TO PROTECT THE EXISTING BUILDING AND ALL OF ITS CONTENTS IN THEIR ENTIRETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGE CAUSED DURING THE PERFORMANCE OF THEIR CONTRACTED WORK.

2. FIELD VERIFY SIZE AND LOCATION OF ALL MECHANICAL EQUIPMENT, ROOF CURBS, ROOF DRAINS, VENTS, SKYLIGHTS AS WELL AS ANY AND ALL OTHER PENETRATIONS OR ROOF ACCESSORIES AND INSTALL NEW ROOF AS REQUIRED TO ACCOMMODATE ACCESSORIES AND CREATE A WATER TIGHT SEAL OVER ENTIRE ROOF.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH FRAMING CONTRACTOR FOR

LOCATIONS AND BLOCKING.

3. LOCATIONS OF NEW ROOFING AND CRICKETING ARE SHOWN FOR DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRECISE LOCATION AND PROVIDE THESE ELEMENTS AS REQUIRED TO PROVIDE A PROPERLY SLOPED AND WATER TIGHT SYSTEM IN WHICH WATER IS NOT RETAINED ON THE ROOF.

4. ROOFING CONTRACTOR RESPONSIBLE FOR ALL METAL CAPS, FLASHING, DRIP EDGES AND ALL

ACCESSORIES TO CREATE A WATER TIGHT SEAL OVER ENTIRE ROOF.

5. CONTRACTOR TO COORDINATE ALL ASPECTS OF THE ROOF WITH ROOFING MANUFACTURER INCLUDING DECKING, SKINGLES, AND FASTENING PER CODE REQUIREMENTS FOR WIND LIFT UPLIFT RATING.

6. AFTER DEMOLITION AND BEFORE START OF INSTALLATION, CONTRACTOR SHALL INSPECT ROOFING

SUBSTRATE FOR ANY DAMAGE AND REPORT THESE ISSUES TO THE ARCHITECT.

NOTE: CONTRACTOR TO ADD AN

ALLOWANCE FOR REPLACING 10% OF

SHEATHING DUE TO EXISTING DAMAGE

DEMOLITION NOTES:

1. DEMO SUBCONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND G.C. TO ENSURE THE REMOVAL OF MATERIALS ARE THE EXACT QUANTITIES AND LOCATIONS.

2. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH DFCM, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF

SALVAGEABLE VALUE.

3. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE, THICKNESS, CUT, ETC… TO SATISFACTION OF DFCM PRIOR TO INSTALLATIONS. PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN REQUIRED. TO BE APPROVED BY DFCM REMOVE ENTIRE EXISTING METAL ROOF, BUILDING PAPER, FASCIA AND ALL

ACCESSORIES.

4. ALL DEMOLITION TO BE COORDINATED WITH FACILITY'S ACTIVITIES AND SCHEDULE.

5. COMPLETELY REMOVE EXISTING ROOF, METAL DRIP EDGE & ALL ACCESSORIES (INCLUDING ROOFING PAPER) TO BE REPLACED WITH NEW. CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING WATER TIGHTNESS OF ROOF DURING DEMO AND REPLACEMENT.

6. EVALUATE THE FEASIBILITY OF USING EXISTING INSULATION, SHEET METAL AND OTHER EXISTING ROOF SYSTEM COMPONENTS IF THEY ARE IN LIKE NEW CONDITION AND WILL NOT HAVE AN ADVERSE EFFECT ON THE NEW ROOF SYSTEM. COORDINATE AND GAIN APPROVAL REUSED ITEMS WITH DFCM AND ARCHITECT.

7. EXISTING SHEATHING SHALL BE VERIFIED FOR STRUCTURAL SOUNDNESS OR DAMAGE. REPORT TO DFCM PM AND ARCHITECT IF ANY DETECTION.

8. WHEN NEW ROOFING SYSTEMS WILL INCREASE THE ROOF LOAD ON A BUILDING, THEN THE ROOF DECK STRUCTURE SHOULD BE EVALUATED BY A STRUCTURAL ENGINEER TO DETERMINE THE EXISTING DEAD AND LIVE LOAD CAPACITY AS REQUIRED BY CURRENT STATE BUILDING CODE.

9. REFER TO SPEC'S FOR MORE DEMOLITION REQUIREMENTS.

10. BEFORE THE START OF ANY DEMOLITION CONTRACTOR TO VERIFY THROUGH THE HAZMAT REPORT ANY MATERIALS REQUIRED TO BE ABATED HAS BEEN COMPLETED.

SILVER CAULKING & BLACK FIBROUS TAR MUST BE HANDLED APPROPRIATELY. DFCM TO COORDINATE THE ABATEMENT.

11. THE EXISTING ROOFING MUST BE REMOVED FROM THE DECK TO COMPLY WITH IBC CODE 1512.2 BEFORE THE NEW ROOF IS INSTALLED. ICE AND WATER SHIELD

EXCEPTION, NO OTHERS.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

A202

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26

100'-0"

110'-9"

116'-3"

128'-3"04

01 02

01 02 010201 02

0303030303

12 12

05 05

131313131313131313131313

1414 1414

1 2 3 4 5 6 7 8

FINISH FLOOR

EAVE HEIGHT

RIDGE HEIGHT

100'-0"

110-9"

117'-0"

128'-3"

01 0201 02

06 04

BA C D E F

FINISH FLOOR

EAVE HEIGHT

RIDGE HEIGHT

ROOF PLAN KEYNOTES

INSTALL NEW ARCHITECTURAL GRADE ASPHALT

SHINGLES EQUAL TO "CERTAINTEED" PRESIDENTIAL

SHAKE IR OVER SLIP SHEET OVER SYNTHETIC(NON-

ASPHALTIC) ICE & WATER SHIELD EQUAL TO "SKARKSKIN

ULTRA SA"

COMPLETELY REMOVE ALL ASPHALT SHINGLES,

UNDERLAYMENT, LOOSE ICE & WATER SHIELD AND ANY

OTHER ACCESSORIES LEAVING A CLEAN SUBSTRATE

FOR REINSTALLATION

EXISTING SKYLIGHT TO REMAIN - PROTECT DURING

CONSTRUCTION

ASPHALT SHINGLE HIP CAP - REFER TO

MANUFACTURER'S SPECS

ASPHALT SHINGLE RIDGE CAP - REFER TO

MANUFACTURER'S SPECS

EXISTING SHEET METAL CRICKET OVER PLYWOOD

FRAMING TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING PRECAST CONCRETE CAP - PROTECT DURING

CONSTRUCTION

TYP. THROUGHOUT. COMPLETELY REMOVE EXISTING

COUNTER FLASHING & ALL ACCESSORIES AND RE-

INSTALL NEW COLORED METAL REGLET & COUNTER

FLASHING ALONG ENTIRE ROOF EDGE - REFER TO

DETAILS 3/A301 - COLOR TO MATCH FASCIA

EXISTING CONCRETE CANOPY TO REMAIN - PROTECT

DURING CONSTRUCTION

COMPLETELY REMOVE EXISTING METAL DRIP EDGE AND

INSTALL NEW METAL DRIP EDGE. COLOR TO MATCH

FASCIA. EXISTING METAL FASCIA TO REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING WINDOW TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING BRICK TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING LOUVER TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING PHOTOCELL TO BE REMOVE, SALVAGE AND

REINSTALL 8" HIGHER ON CMU WALL. RECONFIGURE

CONDUIT & WIRE TO ACCOMIDATE CHANGE IN HEIGHT.

FLASH CONDUIT THROUGH ROOF PER DFCM

STANDARDS. SEE DETAIL 5/A301

SCALE: 3/16" = 1'-0"1 SOUTH ELEVATION

SCALE: 3/16" = 1'-0"2 EAST ELEVATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

A201

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26 100'-0"

110'-9"

116'-3"

128'-3" 04

01 02 0102

03 03 03 03 03

13 13 13 13 13 13 11 13 13 13 13 13

14141414

8 7 6 5 4 3 2 1

FINISH FLOOR

EAVE HEIGHT

RIDGE HEIGHT

100'-0"

128'-3"

110-9"

117'-0"

0102 0102

01 02

EF D C B A

FINISH FLOOR

EAVE HEIGHT

RIDGE HEIGHT

ROOF PLAN KEYNOTES

INSTALL NEW ARCHITECTURAL GRADE ASPHALT

SHINGLES EQUAL TO "CERTAINTEED" PRESIDENTIAL

SHAKE IR OVER SLIP SHEET OVER SYNTHETIC(NON-

ASPHALTIC) ICE & WATER SHIELD EQUAL TO "SKARKSKIN

ULTRA SA"

COMPLETELY REMOVE ALL ASPHALT SHINGLES,

UNDERLAYMENT, LOOSE ICE & WATER SHIELD AND ANY

OTHER ACCESSORIES LEAVING A CLEAN SUBSTRATE

FOR REINSTALLATION

EXISTING SKYLIGHT TO REMAIN - PROTECT DURING

CONSTRUCTION

ASPHALT SHINGLE HIP CAP - REFER TO

MANUFACTURER'S SPECS

ASPHALT SHINGLE RIDGE CAP - REFER TO

MANUFACTURER'S SPECS

EXISTING SHEET METAL CRICKET OVER PLYWOOD

FRAMING TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING PRECAST CONCRETE CAP - PROTECT DURING

CONSTRUCTION

TYP. THROUGHOUT. COMPLETELY REMOVE EXISTING

COUNTER FLASHING & ALL ACCESSORIES AND RE-

INSTALL NEW COLORED METAL REGLET & COUNTER

FLASHING ALONG ENTIRE ROOF EDGE - REFER TO

DETAILS 3/A301 - COLOR TO MATCH FASCIA

EXISTING CONCRETE CANOPY TO REMAIN - PROTECT

DURING CONSTRUCTION

COMPLETELY REMOVE EXISTING METAL DRIP EDGE AND

INSTALL NEW METAL DRIP EDGE. COLOR TO MATCH

FASCIA. EXISTING METAL FASCIA TO REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING WINDOW TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING BRICK TO REMAIN - PROTECT DURING

CONSTRUCTION

EXISTING LOUVER TO REMAIN - PROTECT DURING

CONSTRUCTION

SCALE: 3/16" = 1'-0"1 NORTH ELEVATION

SCALE: 3/16" = 1'-0"2 WEST ELEVATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CHAD HANSEN

No. 14186346

SHEET NUMBER:

Fa irp ar k -

D es er et

R R2

5 W as at ch

R oo f R ep lac em en t

DO NOT SCALE DRAWING

A301

5 1

0 W

Sa lt L ak e C ity, U T

Ro of Re pla ce me nt

Fo r:

Ut ah

S ta te F air pa rk De se re t B ui ld in g

J A

Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

6- 1-

6-1-26

REMOVE EXISTING ASPHALT SHINGLE &

UNDERLAYMENT DOWN TO ROOF DECK AND

INSTALL ASPHALT SHINGLE ROOF OVER SLIP

SHEET - REFER TO NOTES AND SPECS.

EXISTING BRICK - PROTECT DURING CONSTRUCTION

EXISTING METAL SOFFIT - PROTECT DURING CONSTRUCTION

EXISTING METAL FASCIA - PROTECT DURING CONSTRUCTIONEXISTING METAL FASCIA - PROTECT DURING CONSTRUCTIONEXISTING METAL FASCIA - PROTECT DURING CONSTRUCTION

REMOVE AND RE-INSTALL NEW PRE-

FINISHED METAL DRIP EDGE METAL -

MATCH EXISTING SIZE, SHAPE AND COLOR

INSTALL NEW SYNTHETIC ICE & WATER

SHIELD EQUAL TO "SKARKSKIN ULTRA SA"

EXISTING WOOD TRUSS SYSTEM -

PROTECT DURING CONSTRUCTION

EXISTING SHEATHING - PROTECT DURING CONSTRUCTION

EXISTING RADIUS CONCRETE BEAM -

PROTECT DURING CONSTRUCTION

EXISTING TERMINATION BAR TO BE

REPLACED WITH NEW BAR. &

CAULK ALONG TOP.

EXISTING ROOF DRAIN TO REMAIN

AND FLASHED PER DETAIL 4/A301 SIM.

EXISTING METAL DECK - PROTECT

DURING CONSTRUCTION

EXISTING CMU - PROTECT DURING CONSTRUCTION

EXISTING BRICK - PROTECT DURING CONSTRUCTION

EXISTING WINDOW - PROTECT DURING CONSTRUCTION

EXISTING GYP. BRD. OVER METAL STUD SOFFIT -

PROTECT DURING CONSTRUCTION

EXISTING DRAIN PIPE TO REMAIN -

PROTECT DURING CONSTRUCTION

EXISTING CMU - PROTECT DURING CONSTRUCTION

EXISTING BRICK - PROTECT DURING CONSTRUCTION

EXISTING WINDOW - PROTECT DURING CONSTRUCTION

NEW FULLY ADHERED SINGLE PLY ROOFING SYSTEM

WITH ALL ACCESSORIES FOR INSTALLATION AS

RECOMMENDED BY SYSTEM MANUFACTURER

NEW FULLY ADHERED SINGLE PLY ROOFING SYSTEM

WITH ALL ACCESSORIES FOR INSTALLATION AS

RECOMMENDED BY SYSTEM MANUFACTURER

PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

LINE OF SUMP (BEYOND)

ROOF DECK VARIES BY

PROJECT

NOTES:

ANY EXTG. DRAIN LINES THAT ARE CLOGGED WITH DEBRIS, BALLAST, LEAVES ETC. SHALL BE

CLEANED OUT AND ARE TO BE VERIFIED TO BE IN GOOD WORKING ORDER

USE MANUFACTURER'S TAPERED INSULATION PANELS TO CREATE PRIMARY DRAIN SUMPS - NO

HAND CUT INSULATION WILL BE ALLOWED

WHERE EXISTING PLASTIC DRAIN DOMES OCCUR, REPLACED WITH NEW CAST IRON DOMES

SECONDARY ROOF DRAIN

WITH NON-NOTCHED

RETAINING RING AND CAST

IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

SLOPE IN SUMP

BETWEEN DRAINS

RIGID INSULATION -

VARIES BY PROJECT

MANUFACTURERS

TAPERED INSULATION

SYSTEM

ROOFING MEMBRANE -

VARIES BY PROJECT

6' - 0" MIN. 10' - 0" MAX. (BASED ON SPACING BETWEEN DRAIN BOWLS AS INDICATED BELOW)

SLOPE IN SUMP

BETWEEN DRAINS

(8 P

M E

T E

R S

.O R

M E

T E

R S

M A

6' - 0" MIN. 10' - 0" MAX. (BASED ON SPACING BETWEEN DRAIN BOWLS AS INDICATED BELOW)

SECTION

PLAN

EDGE OF SUMP

PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

SECONDARY ROOF DRAIN

WITH NON-NOTCHED

RETAINING RING AND CAST

IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

PRESERVATIVE TREATED

NAILERS / SHIMS AS REQ'D

NOTE: WHERE RAISING OF

SECONDARY DRAIN IS REQUIRED TO

ACHIEVE THIS DETAIL, MODIFY

EXISTING PLUMBING AS REQUIRED

2' - 0" (HOLD)

BETWEEN DRAIN BOWLS

2' - 0" MIN. 6' - 0" MAX 2' - 0" (HOLD)

NO SCALE

GENERAL DFCM ROOFING DETAILS DRAIN SUMP DETAIL

EXISTING PLYWOOD SHEATHING TO

REMAIN - PROTECT FROM DAMAGE

DURING CONSTRUCTION

EXISTING STEEL ANGLE

TO REMAINEXISTING TRUSS SYSTEM TO REMAIN

WEAVE NEW ARCHITECTURAL

GRADE SHINGLES WITH FLASHING

UP SLOPE AGAINST BRICK

INSTALL NEW ARCHITECTURAL

GRADE SHINGLES ON ALL

STEEP SLOPED ROOFS

REMOVE AND RE-INSTALL NEW

COLORED METAL COUNTER FLASHING

REMOVE AND RE-INSTALL NEW

COLORED METAL REGLET FLASHING

EXISTING FACE BRICK TO REMAIN -

PROTECT FROM DAMAGE DURING

CONSTRUCTION

INSTALL NEW ICE & WATER SHIELD

EQUAL TO "SHARKSKIN ULTRA SA"

OVER ENTIRE STEEP SLOPED ROOFS

EXISTING CMU BLOCK TO REMAIN -

PROTECT FROM DAMAGE DURING

CONSTRUCTION

NEW SEALANT

EXISTING INSULATION TO REMAIN -

PROTECT FROM DAMAGE DURING

CONSTRUCTION

EXISTING PHOTOCELL TO BE

REMOVE, SALVAGE AND REINSTALL

8" HIGHER ON CMU WALL.

RECONFIGURE CONDUIT & WIRE TO

ACCOMIDATE CHANGE IN HEIGHT.

FLASH CONDUIT THROUGH ROOF

PER DFCM STANDARDS.

COMPLETELY REMOVE EXISTING

COUNTER FLASHING & ALL

ACCESSORIES AND RE-INSTALL NEW

COLORED METAL REGLET & COUNTER

FLASHING ALONG ENTIRE ROOF EDGE

- REFER TO DETAILS 3/A301

COUNTER

FLASHING TO BE

CONTINUOUS

SCALE: 3" = 1'-0"1 TYP. ROOF @ EAVE DETAIL

SCALE: 1 1/2"= 1'-0"2 MEMBRANE ROOF DETAIL @ ENTRY

NOT TO SCALE4 DRAIN SUMP DETAIL

SCALE: 3" = 1'-0"3 TYP. ROOF COUNTER FLASHING DETAIL

SCALE: 1' = 1'-0"5 PHOTOCELL DETAIL

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

#27041370 Roof Replacement For Utah State Fairpark Deseret Building - Plans

G001 COVER PAGE

A101 PEDESTRIAN PROTECTION PLAN

A102 ROOF PLAN

A202 EXTERIOR ELEVATIONS

A201 EXTERIOR ELEVATIONS

A301 ROOF DETAILS

File details come from the government source that posted it. Updated Jul 8, 2026.