14-!-CS27009-Stage II-26360490-DFCM Addendum 3.pdf

DFCM Addendum Cover Page, 2.26.2026

DFCM Addendum #3 Reference: Northern Utah Veterans Cemetery DFCM Project #26360490 U3P Event #CS27009-Stage II

Date: August 27, 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 # 2 Contractor Questions/Responses: + drawings Contract Document Clarifications/Revisions: +drawings Bid Schedule has been added-attached.

CSV Files added under Supporting Documents

Total Attached Pages: 9

Jillian Rafferty Additional lines for DFCM Addendum Items, the boxes for page numbers, and the line under A/E Addendum # are transparent so you don’t need to delete them if not needed.

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 26, 2026

Company: From: Mathew Winward

GBD Project No: U26-010

Project: Northern Utah Veterans Cemetery – DFCM #26360490

Re: Bidding Addendum #3

Distribution: Bidding Contractors, DFCM, File

Description / Remarks:

Bidding Addendum

Contractor Questions/Responses:

Question: CPT Data - There are several CPT soundings in the available geotechnical report. Can you please provide the electronic CPT data for these soundings? This will help to analyze for liquefaction.

Answer: Geotechnical Engineer has provided CPT Data. It will be provided as part of this addendum as .CSV files and includes CPT-1.csv, CPT-2.csv, and CPT-3.csv files.

Question: Would helical piers be an acceptable alternative to the geopiers?

Answer: No, the geopiers are for ground improvement as well as support.

Question: The drawings (Product & Material) call out for the ESR, which is an external halyard. However, the specifications (2.3 part B) call out for an internal winch. These systems are priced very differently.

Which system does the owner want?

Answer: Internal Winch is required. 40’ Tall Flagpole model is IWM40D82-AA; 50’ Flagpole Model # is IWM50D13-AA. Specification section 107500 2.1.B.3 is revised as Follows: “Outside Diameter of Butt: 10 inches for 50 foot pole; 8 inches for 40 foot pole.”

Question: For bid bond, who is actual owner of the project, state or government Answer: Utah Division of Facilities and Construction Management

Question: Please confirm that the July 15, 2026 CMT geotechnical report supersedes the June 10 report referenced by the structural documents.

Answer: Yes, the July 15, 2026 CMT Geotechnical Report included with the Technical Specifications supersedes the June 10 report referenced by the structural documents. We can also confirm that the updated report does not require any updates to the structural documents.

Question: Please clarify responsibility and payment for geotechnical observation, density testing, special inspections, and CMT services. Some documents indicate this is an owner-provided inspection, while others direct the contractor to employ geotechnical personnel.

Answer: DFCM will contract with independent firm(s) to provide required geotechnical observations, density testing and special inspections.

Question: Please confirm the number of standard versus oversized burial crypts and whether the oversized crypts are included within the total quantity of 500.

Answer: 14 Oversized, 486 standard size for a total of 500 crypts. See LB-403 Burial Layout – Burial Section B Enlargement.

Question: Please confirm delivery schedule, location, unloading procedures, storage responsibility, inspection protocol, and damage / replacement responsibility for government-furnished niche covers and memorial plaques.

Answer: Niche Covers and Memorial Wall Plaques will be ordered by Utah Department of Veterans and Memorial Affairs 60-90 days prior to time covers/plaques will be needed on the site. Contractor will need to coordinate with Design Team, DFCM, and Utah DVMA for proper timing of ordering. Contractor will be responsible to assist with unloading niche cover/memorial wall plaques and shall visually inspect niche covers/memorial plaques upon delivery for evidence of damage but complete inspection of all plaques may not be possible due to stacking/palletization. Contractor will also need to safely store niche covers/memorial wall plaques until installation. Damage to niche covers/memorial wall plaques caused by contractor or contractor’s negligence will be the contractors responsibility.

Question: The documents mention that the flagpole is government furnished / government installed.

Please confirm whether the government will also provide / install the foundation, sleeve, erection, electrical / grounding, hardware, and accessories for the flagpole.

Answer: There are multiple flagpoles on the project. A 50’ Flagpole, two 40’ flagpoles, and the “Avenue of Flags – Flag Pole Base, which notates that the T20 Flagpole is provided by owner. Contractor is responsible to furnish and install the 50’ flagpole and 40’ flagpoles and all necessary foundation, sleeve, erection, electrical/grounding, hardware, and accessories for the flagpole as called out and detailed in the plans and specifications. The “Avenue of Flags – Flag Pole Bases” requires the contractor to install the flagpole base, sleeve, filler sleeve, etc. as called out in detail 6/LM502 with the T20 flagpoles to be provided by owner.

Question: Please clarify permit and fee responsibility, including local permits, utility / impact fees, fugitive-dust permits, and SWPPP-related fees.

Answer: DFCM is already working on permitting and connections for the utilities. Contractor will have some coordination with DFCM for permitting but DFCM will pay for utility connections and utility permit/impact fees. Required SWPPP and Fugitive Dust Permits and Fees will be the responsibility of the contractor.

Question: Please confirm the exact APWA edition applicable to the bid and construction.

Answer: The most recent edition published by the APWA Utah Chapter is the 2026 Edition. The 2026 Edition is applicable to the bid and construction, with the exception of work within public right-of-way or utility easements, in which you will need to comply with the requirements of the jurisdiction having authority.

Question: Please correct or confirm the inconsistent federal project identifier UT-16-05 versus UT-19-05.

Answer: Correct FAI # is UT-19-05. The UT-16-05 number on the Specifications Cover is a typographical error.

Question: Can you confirm that this project will require prevailing wages?

Answer: Yes, this project is subject to the requirements of Davis Bacon and will require prevailing wages and certified payroll as required.

Question: Can you confirm that this project will be a Buy America Build America?

Answer: Yes, this project will need to comply with the provision of Buy America Build America.

Contract Document Clarifications/Revisions:

Bid Schedule w/ Additional Detail: The VCGP Grant Requires additional detail of bidding amounts for Grant Applications and processing. As such, in addition to providing your bid amounts in the required locations on Bonfire/U3P, contractor shall fill out and submit the attached “DFCM Project #26360490 – Northern Utah Veterans Cemetery Bid Schedule.”

Construction Cost Estimate: The bid solicitation listed the Construction Cost Estimate as $12,000,000. The final total Construction Cost Estimate is $13,800,000.

Preplaced Lawn Crypts Bid Amount: The cost to supply and deliver the Pre-Placed Lawn Crypts is funded from a different funding source. Contractor shall provide a separate Bid Line Item for the Manufacture and Delivery of Pre-Placed Lawn Crypts.

$25,000 Allowance for Spring Water Mitigation at Maintenance Yard: The contractor shall include a $25,000 allowance in their bid to address mitigation of spring water near the location of the new Landscape Material Bins and Fuel Tanks. The Contractor will be required to include this allowance as a separate line item on their schedule of values for easy tracking during construction. The recent fire on the site exposed a manhole that was previously unknown. It is located right at the base of an existing tree that is to be removed as part of construction. The manhole contains some existing corrugated drain piping that appears to convey water from a spring source located upslope. Existing conditions and the presence, source, and extent of groundwater/spring water have not been verified.

No construction activities impacting this area shall commence until a field investigation has been completed and reviewed by the owner and engineer. The field investigation shall be coordinated with the owner and engineer and shall include, at a minimum, potholing and verifying the location, elevation, size, material, condition, and connectivity of all pipes entering and exiting the manhole, as well as documenting any observed groundwater or spring water conditions.

Following review of the field investigation results, the engineer will determine and provide direction for required mitigation measures. No work associated with this area shall proceed until the required mitigation measures have been identified and approved.

Mechanical/Plumbing Plan Revision – see attached Revised Sheets PB101 and PB601 containing the following revisions:

• Sheet PB101 – revision to Mop Sink at Admin Building.

• Sheet PB601 – Revision to Plumbing Fixture Schedule for Mop Sink/Mop Basin and the addition of Domestic Cold Water Demand Table.

Architectural Plan Revision – see attached Revised Sheets AB171and AC601 containing the following revisions:

• Sheet AC601 – Detail 9 on AC601 was updated to include an air barrier over ice and water barrier and over metal flashing. A note for high temperature ice and water barrier was also added, along with updated graphic.

• Sheet AB171 – A roof fence was added to AB171 to protect roof vents.

Attachments:

• DFCM Project #26360490 – Northern Utah Veterans Cemetery Bid Schedule

• CPT Data files in .csv format (CPT-1.csv, CPT-2.csv, CPT-3.csv) attached separate of this document.

• Revised Mechanical/Plumbing Sheets PB101 and PB601

• Revised Architectural Sheets AB171 and AC601

End Addendum

DFCM Project # 26360490 Northern Utah Veterans Cemetery – Bid Schedule

The VCGP Grant requires additional detail of bidding amounts. As such, in addition to providing your bid amounts in the required locations on Bonfire/U3P, contractor shall provide this bid schedule with the requested breakdown.

Pre-Placed Lawn Crypt Manufacture & Delivery

All Other Base Bid Work (minus the Manufacture & Delivery of Pre-Placed Lawn Crypts)

Total Base Bid Project Bid Amount (Crypt manufacture & deliver + All other Base Bid Work)

Add Alternate #1 – Security Camera System

AIR COMPRESSOR

FLAMMABLE STORAGE CABINET

SHOWER/RESTROOM

PARTS & TOOLS STORAGE

VEHICLE & EQUIPMENT STORAGE

HONOR GUARD

JAN

CLOSET

FOREMAN'S OFFICE

HALL

SERVICE BAY

BOOTS & LOCKERS

LAV

SS

KS

FD

FD

HB

NFHB

NFHB

TD

3 41 2

B

C

WC

UH-1

1/

2" ø

4" ø 4" ø

SHR-A

WH-1

TD

3"ø

WH-1

2 1/2"ø V UP

2 3 4 5

NFHB 6

FD

3/4"ø

FCO

1/ 2" ø

FD

FD

FD

7 2"ø

4"ø

1"ø

1 1/2"ø 3/4"ø

3/ 4" ø

1 1/2"ø

3/4"ø

1/ 2" ø

4"ø

2"ø

1/ 2" ø

1/

4" ø

1/ 2" ø

1/2"ø

1 1/2"ø

3/4"ø

3/4"ø

MOP

324 S. State St., Suite 400 Salt Lake City, UT 84111 www.lynkengineers.com

No. 14293880

J. ALEXANDER

BOSWELL

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P ROF E S S

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S T A T E O F T A H U

REVISIONS:

STAMP:

SHEET TITLE:

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

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PB101

LEVEL 1 PLUMBING PLAN

MLA

CLT

30 JULY 2026

SCALE: 1/2" = 1'-0"PB101

LEVEL 1 PLUMBING PLAN1

SHEET KEYNOTES

1 NATURAL GAS METER BY LOCAL UTILITY.

INLET PRESSURE: 4 OZ

TOTAL DEMAND: 342 CFH

ADDITIONAL CAPACITY FOR FUTURE USE: 335 CFH

2 GAS FROM CIVIL. METER BY LOCAL UTILITY.

3 WATER LINE FROM CIVIL.

4 SANITARY SEWER TO CIVIL.

5 SAND OIL LINE TO CIVIL.

6 PROVIDE ISOLATION VALVE AT SERVICEABLE HEIGHT.

7 BALANCE FLOW RATE TO 1.75 GPM.

A.

B.

C.

D.

E.

F.

ALL DOMESTIC WATER PIPING TO BE COPPER. ALL HOT WATER AND HOT

WATER RECIRCULATING PIPING TO BE INSULATED WITH 1" UP TO 1-1/4"

PIPE AND 1-1/2" INSULATION FOR PIPING 1-1/2" AND LARGER. DOMESTIC

COLD WATER PIPING TO BE INSULATED WITH 1/2" UP TO 1-1/4" PIPING AND

1" INSULATION FOR PIPING 1-1/2" OR LARGER.

THE CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND

PLUMBING WITH ELECTRICAL, ARCHITECTURAL, AND BUILDING

STRUCTURE.

DISSIMILAR METAL PIPING CONNECTIONS SHALL HAVE DIELECTRIC

ISOLATORS.

ALL DOMESTIC WATER PIPING TO BE PRESSURE TESTED, CLEANED, AND

DISINFECTED. SEE SPECIFICATIONS.

BALL VALVES SHALL BE FULL PORT AND LEAD FREE. PROVIDE WITH

HANDLE/STEM EXTENSIONS FOR PROPER FUNCTION WHEN FULLY

INSULATED. EXTENSIONS TO BE SEALED AND VAPOR PROOF.

ALL PLUMBING PIPING TO BE LOCATED ON WARM SIDE OF BUILDING

ENVELOPE. ALL ROOF DRAIN PIPING (PRIMARY AND SECONDARY) TO BE

LOCATED IN BUILDING ENVELOPE AND TO BE FULLY INSULATED,

INCLUDING ANY ROOF DRAIN BOWLS.

G.

H.

I.

J.

K.

L.

M.

WATER HAMMER ARRESTORS SHALL BE SIZED AND INSTALLED PER

PLUMBING AND DRAINAGE INSTITUTE (STANDARD PDI-WH 201)

REQUIREMENTS IN ACCESSIBLE LOCATIONS ON THE COLD WATER AND

HOT WATER PIPING WHERE FLUSH VALVES OR QUICK CLOSING VALVES

ARE USED.

PROVIDE BALANCE REPORT OF DOMESTIC WATER RECIRCULATING

SYSTEM TO ENGINEER. PROVIDE P&T PORTS AND PRESSURE GAUGES

ON EACH SIDE OF RECIRCULATING PUMP. PROVIDE THERMOMETER ON

DISCHARGE SIDE OF PUMP.

PROVIDE A MARINE TOPSIDE BLACK PAINT ON ALL NEW GAS PIPING.

TEST WASTE AND VENT PIPING FOR LEAKAGE. SEE SPECIFICATIONS.

PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST

BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR

SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL

ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE.

WHERE JURISDICTION REQUIRES, THE CONTRACTOR IS RESPONSIBLE

FOR PROVIDING SEISMIC RESTRAINT. PROVIDE DESIGN DRAWINGS TO

AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR

REVIEW.

PROVIDE PORTABLE PUMP (LITTLE GIANT UPSP-5 OR EQUAL) TO OWNER

FOR HYDRAULIC ELEVATOR SUMP. PROVIDE PLUG IN MOISTURE

SENSOR WITH AUDIBLE ALARM (FLOODMASTER RS-096 OR EQUAL). NOT

REQUIRED FOR TRACTION ELEVATORS.

PLUMBING GENERAL NOTES N.

O.

a.

b.

c.

d.

e.

ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE

PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING

THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE

SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE

TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45

DEGREE ON BOTH SIDES OF FOOTING.

PLUMBING PIPING SCHEDULE:

DOMESTIC WATER ABOVE GRADE= TYPE L COPPER - SOLDERED

DOMESTIC WATER BELOW GRADE= TYPE K COPPER - SOLDERED

ROOF DRAIN, WASTE & VENT ABOVE GRADE = CAST IRON -

HUBLESS COUPLINGS WITH HEAVY DUTY COUPLINGS

ROOF DRAIN, WASTE & VENT BELOW GRADE = DWV SOLID CORE

PVC - SOLVENT CEMENT

NATURAL GAS PIPING 2" AND SMALLER = SCHEDULE 40 BLACK

STEEL PIPE - THREADED

N

1 ADDENDUM #3 08/26/2026

METER

GAS FLOW

FROM MAIN

GROUND LEVEL

PLUG COCK

REGULATOR BYPASS "T"

UNISTRUT TYPE

BRACKET ASSEMBLY

IS RECOMMENDED

INTO PROTECTED

STRUCTURE

WALL

PROVIDE WITH SHUT

OFF/ISOLATION VALVE1.

NOTE:

COORDINATE WITH LOCAL GAS

UTILITY PROVIDER FOR

INSTALLATION

REQUIREMENTS.

ADJUSTABLE

STRAINER TILE FLOOR

TILE BED

30"x30" SQUARE 4 LBS. LEAD OR 16 OZ

COPPER FLASHING MEMBRANE

NO-HUB CONNECTION CAULKED CONNECTION

FLASHING COLLAR

FLOORSURE SEAL

SS3509

1.

2.

3.

NOTES:

TRAP GUARD NOT REQUIRED IN ROOMS WITH HOSE BIB(S).

THIS INCLUDES POOL ROOMS, BOILER ROOM, PUMP ROOM & UTILITY ROOM.

USE DEEP SEAL P-TRAP IN RETURN AIR CHASE IN COMPETITION ROOM.

LV

LV

DHWR

DCW

DCW

DHW

FLOW SETTER

SINK CONNECTIONS SIMILAR

EQUIPMENT

FULL SIZE CAPPED

INSPECTION TEE

GAS COCK

DIRT LEG

RUBBER

GROMMET

RUN GAS LINE FULL

SIZE TO EQUIPMENT

FLEXIBLE PIPING

GAS LINE - SEE

PLANS FOR SIZE AND

CONTINUATION

WATER HEATER LOCATED

ABOVE MOP SINK

SEE

PLUMBING

DRAWINGS

FOR SIZE

"RPZ-1" BFP (WATTS

LF009 OR EQUAL)

SPILL DRAIN

OVER MOP

SINK WITH

APPROVED

AIR GAP

PRESSURE

GAUGE 0-100

PSI RANGE

UNION (TYP)

COMBINATION PRESSURE REDUCING VALVE

AND STRAINER SET DISCHARGE AT 60 PSIG

BALL VALVE (TYP)

WALL

1 1/2" WATER

SUPPLY FROM

STREET

MOP SINK

RUN DRAIN TO

SERVICE SINK

3/4"

GAS FIRED

INSTANTANIOUS

WATER HEATER

UNION (TYP)

GAS SUPPLY

DOMESTIC COLD WATER SUPPLY

DOMESTIC HOT WATER SUPPLY TO FIXTURES

PRESSURE AND TEMPERATURE RELIEF VALVE

3/4" DRAIN VALVE

BALANCING

VALVE

REDUCING

COUPLING

SPRING LOADED

CHECK VALVE

MOTOR

INLINE CIRCULATING

PUMP

BALL VALVE

(TYP)

T&P VALVE

(TYP)

FLOW

324 S. State St., Suite 400 Salt Lake City, UT 84111 www.lynkengineers.com

No. 14293880

J. ALEXANDER

BOSWELL

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P ROF E S S

ENG

I ONA L

IN

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E R

S N

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S T A T E O F T A H U

REVISIONS:

STAMP:

SHEET TITLE:

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CONSULTANTS:

DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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DATE:

DRAWN BY:

CHECKED BY:

JOB #:

FAI #:

DFCM #: 26360490

UT-19-05

U26-010

SHEET NO:

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PB601

PLUMBING SCHEDULES

MLA

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30 JULY 2026

REFER TO PLUMBING SPECIFICATIONS FOR COMPLETE FIXTURE COMPONENTS

PLUMBING FIXTURE SCHEDULE

LABEL

IMAGE

DESCRIPTION

PIPE SIZE

MANUFACTURER & MODEL REMARKSFIXTURE ACCESSORY WASTE TRAP VENT CW HW

FCO FLOOR CLEANOUT 0" 0" 0" 0" 0" FIXTURE: ZURN Z1400 SERIES SIZE TO MATCH PIPE BEING

SERVED

FD FLOOR DRAIN 2" 2" 2" 0" 0" FIXTURE: ZURN Z415-BZ1

TRAP SEAL: RECTORSEAL

SURESEAL

TRAP SEAL TO MATCH FD

SIZE

HB HOSE BIB 0" 0" 0" 1/2" 0" FIXTURE: JAY R. SMITH s5672

KS KITCHEN SINK 2" 1 1/2" 1 1/2" 1/2" 1/2" FIXTURE: K-6661

FAUCET: K-22065

DISPOSER: INSINKERATOR BADGER 5

TMV: BRADLEY S59-4100

SET TMV AT 110°F.

LAV OVAL LAVATORY 2" 1 1/2" 1 1/2" 1/2" 1/2" FIXTURE: K-2211

FAUCET: K-15240

INSULATION: TRUEBRO LAVGUARD 2

TMV: WEBSTONE H-77211W-TG

SET TMV AT 110°F

MOP SERVICE SINK

MOP BASIN

3" 3" 1 1/2" 3/8" 3/8" FIXTURE: MUSTEE MODEL 63M

FAUCET: MUSTEE 63.600A

PROVIDE WITH HOSE AND

HOSE HOLDER, MOP

HANGER, BUMPER GUARDS,

AND WALL GUARDS.

NFHB NON-FREEZE HOSE BIB 0" 0" 0" 1/2" 0" FIXTURE: JAY R. SMITH 5673

SHR-A SHOWER (ACCESSIBLE) 2" "FD" 1 1/2" 1/2" 1/2" FIXTURE: SYMMONS 1-25VT-T736 MOUNT FOR ADA

REQUIREMENTS

SS SERVICE SINK 2" 1 1/2" 1 1/2" 1/2" 1/2" FIXTURE: HAWS 7661

FAUCET: HAWS 7661

TMV: BRADLEY S59-4100

SET TMV AT 110°F.

TD TRENCH DRAIN 2" 2" 0" 0" 0" FIXTURE: JAY R. SMITH 9870-405-GM

WC WATER CLOSET 4" 3" 2" 1 1/4" 0" FIXTURE: K-96059

FLUSH VALVE: K-76322

SCALE: NTS1 GAS METER DETAIL

SCALE: NTS6 FLOOR DRAIN

SCALE: NTS3 LAVATORY DOMESTIC WATER CONNECTION

SCALE: NTS4 GAS PIPE DETAIL

LOCHINVAR

AO SMITH

BRADFORD WHITE

RHEEM

STATE

BOCK

(1) PROVIDE WITH CONCENTRIC VENT KIT.

(2) PROVIDE WITH EXPANSION TANK THERM-X-TROL ST-5.

(3) PROVIDE WITH UPPER AND LOWER SEISMIC STRAPS WITH TWO 5/16" LAG SCREWS HAVING 2" OF EMBED AT EACH CONNECTION LOCATION.

(4) WATER HEATER TO BE ULTRA LOW NOX.

(5) ROUTE RELIEF VALVE PIPING TO MOP SINK BELOW.

(6) PROVIDE RECIRCULATION PUMP.

ACCEPTABLE MANUFACTURERS: REMARKS:

WATER HEATER (GAS)

LABEL TYPE

RECOVERY

GPH

@ 100° ΔT

GAS INPUT

(BTUH)

EFFICIENCY

(UEF)

ELECTRICAL OPERATING

WEIGHT

(LBS) MANUFACTURER MODEL REMARKSVOLTS PHASE Hz FLA

WH-1 TANKLESS 4 199,000 0.93 120 1 60 1.0 74 A.O. SMITH ACT-199I-N ALL

2021 INTERNATIONAL FUEL GAS CODE

BASIS OF DESIGN NOTES:

TOTAL: 342 X 1 1/2"

WH-1 1 199,000 224 224 X 3/4"

UH-1 1 45,000 50 50 X 1/2"

F-1 1 60,000 68 68 X 1/2"

2 PSIG 0.5 PSIG

EQUIPMENT QUANTITY

SEA LEVEL FUEL

GAS INPUT

CAPACITY

(BTUH)

JOB SITE FUEL

GAS

REQUIREMENTS

(CFH)

TOTAL

FUEL GAS

CAPACITY

(CFH)

BRANCH PIPE SIZES

(INCHES)

NATURAL GAS REQUIREMENTS

Image

SCALE: NTS7 PRV STATION (AT MOP SINK) DETAIL

SCALE: NTS2 INSTANTANEOUS WATER HEATER (GAS FIRED)

SCALE: 1/8" = 1'-0"5 PUMP - INLINE DETAIL

PIPE VELOCITY (FEET / SECOND): 7

2024 INTERNATIONAL PLUMBING CODE - FIGURE E103.3(5) PIPE FRICTION (PSI / 100 FT): 6

PIPE SIZE (WATER SUPPLY TO BUILDING): 1 1/2"

2021 INTERNATIONAL PLUMBING CODE - TABLE E103.3(3) ESTIMATED DEMAND (GPM): 42

DOMESTIC COLD WATER DEMAND

EQUIPMENT OCCUPANCY

TYPE OF SUPPLY

CONTROL QUANTITY

COMBINED

WATER SUPPLY

FIXTURE UNITS

(WSFU)

TOTAL WATER

SUPPLY

FIXTURE UNITS

(WSFU)

HOSE BIB PUBLIC FAUCET 1 0.7 0.7

LAVATORY PUBLIC FAUCET 1 2 2

NON-FREEZE HOSE BIB PUBLIC FAUCET 3 0.7 2.1

SERVICE SINK OFFICES, ETC. FAUCET 1 3 3

SHOWER HEAD PRIVATE MIXING VALVE 1 1.4 1.4

SINK HOTEL,

RESTAURANT

FAUCET 2 3 6

WATER CLOSET FLUSH

VALVE

PUBLIC FLUSH VALVE 1 10 10

TOTAL 10 25.2

1 ADDENDUM #3 08/26/2026

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. 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

07.02 07.02

REVISIONS:

STAMP:

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DFCM APPROVAL STAMP:

PREPARED FOR:

UTAH DIVISION OF FACILITIES

CONSTRUCTION & MANAGEMENT

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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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GENERAL NOTES

A. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS OF ALL OPENINGS PRIOR TO

THE FABRICATION OF ALL DOORS AND FRAMES.

B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR

SCHEDULE ARE REVERSED OR TURNED FROM THE DIRECTION SHOWN ON THE

FLOOR PLANS. THE INTENT OF THE DETAILS IS TO BE FOLLOWED. CONSULT

THE ARCHITECT WHEN QUESTIONS ARISE.

C. ALL EXIT ACCESS DOORS AND EXIT DOORS SHALL BE OPENABLE FROM THE

INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. USE

OF MANUAL FLUSH BOLTS, EDGE BOLTS, TOP OR BOTTOM BOLTS, ETC., IS

PROHIBITED.

D. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF

12 DEGREES WILL BE 5 SECONDS MINIMUM.

E. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED

DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED

SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST

WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHEN NARROW

STILE AND RAIL DOORS ARE USED, A 10" MINIMUM, SMOOTH PANEL,

EXTENDING THE FULL WIDTH OF THE DOOR, SHALL BE INSTALLED ON THE

PUSH SIDE(S) OF THE DOOR WHICH ALLOW THE DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS

CONDITION. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED.

F. ALL DOOR LOCKSETS AND PANIC DEVICES SHALL BE ADA COMPLIANT LEVER

TYPE.

G. CAULK HEAD, JAMBS, AND SILLS OF ALL DOORS AND WINDOWS WITH SEALANT

CONTINUOUSLY APPLIED TO BOTH SIDES OF THE FRAMES.

H. COORDINATE KEYING TYPE AND SCHEDULE WITH OWNER.

I. ALL DOOR CLOSURES TO BE SET IN ACCORDANCE WITH THE ADA REDUCED

OPENING FORCE REQUIREMENTS.

J. SEE SPECIFICATIONS FOR DOOR HARDWARE. GLAZING OF CURTAIN WALL AND

SUPPORT AS PER MANUFACTURER RECOMMENDATIONS. COORDINATE LOADS

WITH STRUCTURAL PRIOR TO STEEL FABRICATION.

GLAZING SCHEDULE

1/2" INSULATED TEMPERED GLASS1

2" 3'-0" 3'-0" 2"

6'-4"

FINISHED

FLOOR A B

A

2" 6" 2'-6" 6"6" 2'-6" 6" 2"

7'-4"

AC601

AC601

DOOR CLOSER

4" MAXIMUM PROJECTION

INTO CLEAR WIDTH

WHERE VISION LIGHTS ARE

PROVIDED, LIGHTS SHOULD

EXTEND TO WITHIN 43" OF

FINISHED FLOOR

DOOR HARDWARE TO BE

LOCATED BETWEEN 34" AND

40" ABOVE FINISHED FLOOR

BOTTOM 10" OF DOOR

SURFACE TO BE SMOOTH

(N O

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T E D

32"

(M

INIM

UM CLE

AR W

IDTH)

90 DEGREES

NOTE: HARDWARE TO BE OPERATED WITH ONE HAND, WITHOUT TIGHT

GRASPING, PINCHING OR TWISTING OF THE WRIST. THRESHOLDS ARE LIMITED

TO 1/2" MAXIMUM HEIGHT. INTERIOR DOORS, OTHER THAN FIRE DOORS,

SHOULD BE ABLE TO BE OPERATED WITH 5 POUNDS OF FORCE. EXTERIOR DOOR

AND FIRE DOORS ARE REGULATED BY THE AUTHORITY HAVING JURISDICTION.

REFER TO ANSI STANDARD A117.1 FOR APPROACH REQUIREMENTS.

FINISHED

FLOOR A-C B-C C-C

101-C

2"

1'-10"

2"

4"

2"

7'-0"

2"

4"

2"

7'-0"

2"

4"

2"

7'-0"

2"

4"

2"

1'-11"

1"

27'-8"

SEE DOOR

TYPES

SEE DOOR

TYPES

SEE DOOR

TYPES

1 1 1 1 1

AC601

AC601

05.02 05.02 05.02 05.02

7'-0"

108-C

SEE DOOR

TYPES

SEE DOOR

TYPES

SEE DOOR

TYPES

2"

1'-10"

2" 4"

2"

7'-0"

2"

4"

2"

7'-0"

2"

4"

2"

7'-0"

2"

4"

2"

1'-10"

2"

27'-8"

AC601

AC601

1 1 1 1 1

05.02 05.02 05.02 05.02

2"3'-3"2"

3'-7"

AC601

AC601

D-CD-CD-C

D-CD-CD-C

2" 8'-5" 2" 1'-3" 2" 8'-5" 2" 1'-3" 2" 8'-5" 2"

28'-10"

AC601

AC601

AC601

A

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

WALL TYPE

B

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

WALL TYPE

C

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

WALL TYPE

5/8" TYPE 'X' GYPSUM BOARD - PAINTED

2X6 WOOD STUDS @ 16" O.C.

5/8" EXTERIOR GYPSUM SHEATHING

LIQUID APPLIED AIR/WEATHER BARRIER

1" AIR GAP

R-20 BATT INSULATION WITH 6 MIL

VAPOR RETARDER TO WARM SIDE

ONE HOUR RATED

UL U419

TO DECK ABOVE

1 1/2" EPS CONTINUOUS INSULATION

BOARD. ADHERED TO EXTERIOR

SHEATHING WITH EPOXY ADHESIVE

VERTICALLY APPLIED

BRICK VENEER

SEE EXTERIOR ELEVATIONS

5/8" TYPE 'X' GYPSUM BOARD - PAINTED

2X6 WOOD STUDS @ 16" O.C.

5/8" EXTERIOR GYPSUM SHEATHING

LIQUID APPLIED AIR/WEATHER BARRIER

DRYVIT FINISH SYSTEM - 3/8" FIBER

REINFORCED EIFS SYSTEM

R-20 BATT INSULATION WITH 6 MIL

VAPOR RETARDER TO WARM SIDE

1 1/2" EPS CONTINUOUS INSULATION

BOARD. ADHERED TO EXTERIOR

SHEATHING WITH EPOXY ADHESIVE

VERTICALLY APPLIED

5/8" TYPE 'X' GYPSUM BOARD - PAINTED

2X6 WOOD STUDS @ 16" O.C.

ONE HOUR RATED

UL U419

TO DECK ABOVE

R-20 BATT INSULATION WITH 6 MIL

VAPOR RETARDER TO WARM SIDE

DOOR NOTES

1. ALUMINUM MULLION

2. ALUMINUM AND GLASS DOOR

3. HOLLOW METAL DOOR FRAME

4. HOLLOW METAL DOOR

SCHEDULED WALL FINISH

WINDOW AS PER TYPES

SHIM, BACKER ROD, AND

CONTINUOUS SEALANT AS

REQUIRED (EXTERIOR)

METAL FLASHING

VAPOR BARRIER AS PER WALL

TYPES

SHIM, BACKER ROD, AND

CONTINUOUS CAULK AS

REQUIRED (INTERIOR)

HIGH TEMPERATURE ICE AND

WATER BARRIER

ROOF SHEATHING AS

REQUIRED

ROOF FINISH PER PLANS

METAL FLASHING

STRUCTURAL PER PLANS

BLOCKING

AIR BARRIER OVER ICE AND

WATER BARRIER AND ALSO OVER

METAL FLASHING

SCHEDULED WALL TYPE

HEADER AS PER STRUCTURAL

CONTINUOUS CAULK BOTH

SIDES

PAINTED HOLLOW METAL

FRAME

DOOR AS PER SCHEDULE

SCHEDULED WALL TYPE

WOOD STUD JAMB AS

REQUIRED

CONTINUOUS CAULK BOTH

SIDES

PAINTED HOLLOW METAL

FRAME

DOOR AS PER SCHEDULE

2"

SCHEDULED WALL FINISH

WINDOW AS PER TYPES

SHIM, BACKER ROD, AND

CONTINUOUS SEALANT AS

REQUIRED (EXTERIOR)

VAPOR BARRIER AS PER WALL

TYPES

WOOD STUD JAMB AS

REQUIRED

SHIM, BACKER ROD, AND

CONTINUOUS CAULK AS

REQUIRED (INTERIOR)

WEATHER BARRIER AS PER

WALL TYPES

SCHEDULED WALL FINISH

WINDOW AS PER TYPES

SHIM, BACKER ROD, AND

CONTINUOUS SEALANT AS

REQUIRED (EXTERIOR)

METAL FLASHING AND

COUNTER FLASHING AS

REQUIRED

VAPOR BARRIER AS PER WALL

TYPES

HEADER AS PER STRUCTURAL

SHIM, BACKER ROD, AND

CONTINUOUS CAULK AS

REQUIRED (INTERIOR)

WEATHER BARRIER AS PER

WALL TYPES

SCALE: 3/16" = 1'-0"AC601

ACCESSIBLE DOOR

DOOR SCHEDULE

MARK TYPE

DOOR SIZE MATERIAL

HARDWARE RATING COMMENTSWIDTH HEIGHT DOOR FRAME

LEVEL 1 FLOOR

101-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

102-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

103-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

104-C B 6'-0" 8'-0" HM HM 2.0 0 ACTIVE - INACTIVE LEAF, HOLD OPEN, DOOR SEALS, DOOR SWEEP, THRESHOLD

105-C B 6'-0" 8'-0" HM HM 2.0 0 ACTIVE - INACTIVE LEAF, HOLD OPEN, DOOR SEALS, DOOR SWEEP, THRESHOLD

106-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

107-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

108-C A 7'-0" 10'-0" GLASS/ALUM ALUM 1.0 0

FLOOR CLOSER, HOLD OPEN WITH POSITIVE DEAD STOP. VERTICAL PULLS WITH PUSH BAR. REFER TO

NOTES FROM SPENCER

REVISIONS:

STAMP:

SHEET TITLE:

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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

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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:

AC601

DOOR, WINDOWS & WALL

TYPES

MLA

CLT

30 JULY 2026

SCALE: 1 1/2" = 1'-0"AC601

H/M DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"AC601

H/M DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"AC601

ALUMINUM WINDOW HEAD DETAIL

SCALE: 1 1/2" = 1'-0"AC601

ALUMINUM WINDOW JAMB DETAIL

SCALE: 1 1/2" = 1'-0"AC601

ALUMINUM WINDOW SILL DETAIL

KEYNOTES

05.02 STRUCTURAL HSS MEMBER. SEE STRUCTURAL DRAWINGS FOR

SIZE AND CONNECTIONS

SCALE:

A601 1/4" = 1'-0"

DOOR TYPES

SCALE:

A601 1/4" = 1'-0"

WINDOW TYPES

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

WALL TYPES WS - BUILDING C

ADDENDUM #01 8/18/20261

2 ADDENDUM #03 8/25/2026

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8/25/2026