8-2-CR27003-27318730 Approved Plans.pdf

PDF 29 MB Posted Jul 20, 2026

Attached to: DFCM Construction - Prequalified General Stage II - Southern Utah University- SUU Nursing Lab Remodel - Project #27318730
Solicitation number: CR27003
Issued by: Utah

About this file

Written by GovTribe AI · Jul 21, 2026

This is an Approved Plans document for the State of Utah Division of Facilities Construction and Management (DFCM) for the SUU Nursing Lab Remodel project at Southern Utah University (Project #27318730). The project converts former choir spaces into clinical instructional labs and includes installation of nursing headwalls, coordination of medical gas and vacuum utilities, upgrades to power, data, and audiovisual infrastructure, and targeted finish and equipment upgrades. This is a Stage II Invitation to Bid restricted to prequalified contractors currently listed on the DFCM Prequalified Contractors list as of the solicitation date. The project scope and specifications are detailed in the approved plans document, which serves as the technical basis for contractor bidding and construction execution.

The construction cost estimate for the project is $692,678.00. The approved plans establish the technical requirements and specifications that prequalified general contractors must follow in preparing their bids and executing the work. Contractors must review the approved plans in conjunction with all bidding documents and contract requirements. This Stage II process ensures that only contractors who have demonstrated qualifications through the initial Stage I prequalification process are eligible to submit bids on this Southern Utah University nursing laboratory remodel project.

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Other files

File	Type	Posted
2-B-Subcontractors List Form Instructions-7.1.2021.docx	DOCX document	Jul 20, 2026
5-1-CR27003-27318730 Solicitation.pdf	PDF	Jul 20, 2026
1-A-DFCM General Conditions August 2020-Clean rev 07122023.pdf	PDF	Jul 20, 2026
4-4-CR27003-27318730 Stamped Letter.pdf	PDF	Jul 20, 2026
7-5-CR27003-27318730 Hazmat Survey.pdf	PDF	Jul 20, 2026
3-C-DFCM Health Insurance Statement of Compliance Form, Revised 7.28.25.docx	DOCX document	Jul 20, 2026
6-3-CR27003-27318730 Approved Calcs.pdf	PDF	Jul 20, 2026

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ABBREVIATIONS

AC AIR CONDITIONING

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AWS ADJUSTABLE WALL SHELF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRB BUCKLING RESTRAINED BRACE

BRG BEARING

CB CATCH BASIN

CFMF COLD FORMED METAL FRAMING

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CLEAR OPENING

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCT, CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CTR CENTER

CTTD COMBINED TOILET TISSUE DISPENSER

DB DECK BEARING ELEVATION

DCS DIAPER CHANGING STATION

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FLR FLOOR

FM FLOOR MOUNTED

FT FOOT, FEET

GA GAUGE, GAGE

GB GYPSUM BOARD

GI GALVANIZED IRON

GLULAM GLUED-LAMINATED TIMBER

GTB GLASS-MAT TILE BACKING BOARD

GYP BD GYPSUM BOARD

HD HAND DRYER

HRD WALL MOUNTED HAIR DRYER

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IGB IMPACT RESISTANT GYPSUM BOARD

INT INTERIOR

ISO ISOMETRIC

JAN JANITOR

JT JOINT

KD KNOCK DOWN

LAB LABORATORY

LAV LAVATORY

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFOI OWNER FURNISHED OWNER INSTALLED

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OPP OPPOSITE

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PTD PAPER TOWEL DISPENSER

PTWR PAPER TOWEL / WASTE RECEPTACLE

QTY QUANTITY

RD ROOF DRAIN

RE: REFER TO

REINF REINFORCE, REINFORCING

REQD REQUIRED

REF REFRIGERATOR

RH ROBE HOOK

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RV ROOF VENT

SCD SEAT COVER DISPENSER

SD SOAP DISPENSER

SF SQUARE FEET

SIM SIMILAR

SNVU SANITARY NAPKIN VENDING UNIT

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

THK THICK, THICKNESS

TOB TOP OF BEAM

TOD TOP OF DECK

TOS TOP OF SLAB, TOP OF STRUCTURE

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THROUGH ROOF

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

W WIDE FLANGE

WH WATER HEATER

WMS WALL MOUNTED SHELF

WR WASTE RECEPTICAL

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

GENERAL SYMBOLS

A1011

A101

S 3 1 A X 12 / 33

EL: 100'-0"

VERTICAL ELEVATION

SPOT ELEVATION

DRAWING REVISION

ROOM NAME

ROOM NUMBER

KEYED NOTES DOOR NUMBER

SHEET WHERE DRAWN

BUILDING SECTION

WALL SECTION

DETAIL

EXTERIOR ELEVATION

WINDOW TYPE

INTERIOR WALL TYPE

REVISION NUMBER

INTERIOR ELEVATION

SEE PLUMBING, MECHANICAL AND ELECTRICAL FOR DISCIPLINE SYMBOLS

GRID REFERENCE MARK

A1 Starts at lower left corner Number Horizontal Letters Vertical

MHTN SHEET NUMBER

Sheet Number Sequence Sheet Type Discipline

ACT1

10'-0"

ROOM VOLUME / AREA

CEILING SPOT

ELEVATION

SHEET WHERE DRAWN

A 1 01

A101

SIM

CALLOUT

SHEET WHERE DRAWN

1 2

CASEWORK TYPE

DEPTH

HEIGHT

WIDTH

LEVEL

ELEVATION

A101

SIM

A101

SIM

A101

SIM

A101

SIM

EXTERIOR WALL TYPE

ROOF TYPE

FLOOR TYPE

ST2

ROOM

150 SF

CEILING TYPE TAG

NORTH ARROW

PLAN NORTH

TRUE NORTH

ST2 01 SIGNAGE TYPE

MARK

SIGN TYPE

10'-0"

092900.A00

CONCRETE EARTHGYPSUM

BOARD

RIGID/SEMI/

SAFING

INSULATION

MASONRY

BRICK

CONCRETE

MASONRY UNIT

HARDWOOD

EIFS

STONE

STEEL

GRAVEL BATT

INSULATION

MATERIALS

WOOD

FRAMING

PRECAST

BLOCKING

SPRAY FOAM

INSULATION

PROJECT DATA

CIVIL RIGHTS

ADA Standards for Accessible Design, 2010

APPLICABLE CODES & STANDARDS

International Building Code, including Appendices C & J (IBC), 2021 ed.

International Mechanical Code (IMC), 2021 ed.

International Plumbing Code (IPC), 2021 ed.

National Electrical Code (NEC), 2023 ed.

International Energy Conservation Code (IECC), 2021 ed., Prescriptive ANSI/ASHRAE Standard 90.1-2016, Prescriptive ICC/ANSI A117.1, 2009 ed.

International Existing Building Code (IEBC), 2021 ed., Prescriptive International Fire Code (IFC), 2021 ed.

International Fuel Gas Code (IFGC), 2021 ed.

CRITERIA SUMMARY *Project is considered Level 2 work area of the IEBC. Project does not add additional floor area/design occupant load as the project is of a lesser occupancy use than the existing. There is no change to construction type or the existing minimum fixture count.

Separation of areas are not required. Project adds an accessible single-user restroom.

Occupancy Classification EXISTING MUSIC BUILDING = (A2.1, A3, B)

Separation of Occupancies NA

Construction Type Exterior/Interior Walls = Reinforced Masonry/Concrete

Sprinkled No

Fire-Resistance Ratings for Building Elements (IBC Table 601) Construction Type: IIA Interior Bearing Walls 1 Interior Non-Bearing Walls 0

Climate Zone: 5b

Plumbing Fixture Count Fixture count is existing Project adds (1 Lavatory & 1 Water Closet)

Verify in Field (VIF): Field verify all dimensions and conditions at the site before submitting a bid or proceeding with any portion of the work.

Cut and Patch: Cut and patch existing building construction as required. Cutting and drilling of structural members not detailed requires the written permission of the structural engineer.

Conflicts: Whenever questions arise or conditions are encountered which are not covered by, or are in conflict with, the contract documents, consult with the Architect prior to taking any further action.

Demolish, Remove: Terms are used interchangeably to indicate detaching or tearing down items from existing construction and legally disposing of them off-site unless indicted to be removed and salvaged or removed and reinstalled.

Existing to Remain: Existing items of the building that are not to be permanently removed and that are not otherwise indicated to be demolished, removed, removed and salvaged or removed and reinstalled.

Equipment Relocation: Relocate existing mechanical/electrical as required for installation of new work.

Material Disposal: Legally dispose of all demolished or removed existing material, UNO.

Hazardous Material Removal: NIC - Coordinate with Owner

Salvage Material: Coordinate with the owner for removal of existing material noted to be returned to the owner. Removal shall be by the owner unless noted otherwise. Phasing: coordinate phasing of the work with the Owner and the Architect to meet the owner’s schedule.

Protection & Cleaning: Contain all construction activity within construction barricades or fences.

Protect owner's existing facilities and property adjacent to new construction. During and after work of this contract is complete, clean existing areas affected by the work to the owner's satisfaction.

Protect all existing conditions that remain during demolition work. Repair any damage due to new work.

Repair & Replacement: Repair or replace existing facilities or property damaged by new construction.

Match existing surface finish or material.

Patch & Repair: Patch and repair existing walls, floors, ceilings, landscaping, paving or other surfaces affected by demolition to match the existing material and finish.

Core Drilling Walls and Slabs:

Use ground penetrating radar or other approved method to scan concrete over metal deck, concrete suspended slabs, masonry walls, and concrete walls to locate rebar prior to core drilling any holes.

Holes shall be located to avoid rebar detected. All openings and groups of openings shall be reinforced as shown on the structural drawings. Submit openings not shown on the structural drawings to the Structural Engineer for review prior to drilling.

PROJECT GENERAL REMODEL NOTES

Building Codes: Comply with requirements of the adopted editions of the ICC codes, the codes and standards referenced within the ICC codes and the Americans with Disabilities Act.

Dimensions: Metal stud walls are dimensioned to face of metal stud, unless noted otherwise. Masonry walls are dimensioned to face of masonry.

Special Inspections: An Owner-provided, AHJ approved Independent Agency will provide Special Inspections of the following Architectural Components:

Per IBC Sec 1705.12.5 (in Seismic Design Category D, E, or F:

• Erection and Fastening of:

• Interior Nonbearing Walls

Deferred Submittals:

• Fire Alarm

• Seismic Restraints for Equipment (Mechanical, Plumbing, Electrical)

Certificate of Occupancy Requirements The following documents are required before a certificate of occupancy/final approval is issued:

• A code inspection report recommending that a certificate of occupancy be issued.

• Certificate of fire clearance from the State Fire Marshall.

• Report of the disinfection of the potable water system. IPC 610

Specifications: Refer to the specifications for descriptions of products, materials and systems. The terms “SEE SPECS,” “RE: SPECS” or similar references to the specifications have been omitted from drawing notes, but the requirement is still the same, to refer to the technical specifications for descriptions, installation requirements and other requirements as described therein.

Symbols: Where symbols and legends are used to indicate a product or system, provide those items in the quantity indicated by the symbol. Where plumbing fixtures, equipment, light fixtures and other similar products are shown on Architectural drawings, refer to the appropriate discipline drawings for type, utilities and other requirements.

Details: Terms such as "see specs," "re: mechanical" and so forth have been omitted from these details. All details require the general contractor and sub-contractors to refer to other drawings and specifications as required to understand and provide the items indicated and to provide supporting items that may or may not be shown.

The continuous nature of the materials shown in the details is inferred, though the word “continuous” may be omitted from the detail notes.

PROJECT GENERAL NOTES

SHEET NUMBER

DESCRIPTIONDATENO.

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST

REVISION DATE.

CONSULTANTSAPPROVALS

APPROVERS NAME, TITLE

APPROVERS NAME, TITLE DATE:

DATE:

INDEX -

SHEET NAME

DESCRIPTIONDATENO.

ISSUED

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

MHTN PROJECT NO.

Original drawing is 30 x 42. Do not scale contents of this drawing.

MHTN ARCHITECTS, INC.

280 SOUTH 400 WEST

SUITE 250

SALT LAKE CITY, UTAH 84111

PHONE: (801) 595-6700

ATTN: KEVIN GARCIA

ARCHITECTURE

BHB ENGINEERS

2766 SOUTH MAIN STREET

SALT LAKE CITY, UTAH 84115

PHONE: (801) 355-5656

ATTN: DALLIN PEDERSON

STRUCTURAL

COLVIN ENGINEERING

505 SOUTH TEMPLE

SUITE 100

SALT LAKE CITY, UTAH 84102

PHONE: (801) 322-2400

ATTN: ROGER HAMLET

MECHANICAL

SPECTRUM ENGINEERS

324 SOUTH STATE STREET

SUITE 400

SALT LAKE CITY, UTAH 84111

PHONE: (801) 328-5151

ATTN: LANCE KOBAYASHI

ELECTRICAL

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

VICINITY MAP

ARCHITECT

SEAL

ENGINEER/CONSULTANT

DFCM APPROVAL

P M

A u to d e s k D o c s /2

U U

N u rs in g P ro g ra m /2

S U

U N u rs in g P ro g ra m

A rc h it e c tu ra l.

rv t

G000

S U

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U R

G L

A B

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M O

D E

E D

A R

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S O

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H E

R N

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A H

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R S

SOUTHERN UTAH UNIVERSITY

SUU NURSING LAB REMODEL

06/29/2026

432 W 200 S, CEDAR CITY, UT 84720

CONSTRUCTION DOCUMENTS

INDEX SHEET

1 PERMIT SET05/06/2026

06/29/2026

CONSTRUCTION DOCUMENTS

2025545

PROJECT

LOCATION

GENERAL

G000 INDEX SHEET

G001 STRUCTURAL CHECKLISTS &SPECIAL INSPECTIONS

G101 LIFE SAFETY PLANS

G200 MOUNTING HEIGHTS & CLEARANCES

G700 SPECIFICATION

G701 SPECIFICATION

ARCHITECTURAL

A100-LD MAIN FLOOR - DEMOLITION PLANS

A100-MD MAIN FLOOR - DEMOLITION PLANS

A101-L LOWER LEVEL - FLOOR PLAN & RCP

A101-M MAIN FLOOR - FLOOR PLAN & RCP

A410 ENLARGED PLANS & INTERIOR ELEVATIONS

A411 DOOR, WINDOW & WALL SCHEDULES

A600 FINISH PLANS, LEGEND, & SCHEDULE

A401 TYPICAL DETAILS

A402 TYPICAL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S101 STRUCTURAL PLAN

FIRE PROTECTION

F001 FIRE LEGEND, SYMBOLS & ABBREVIATIONS

F002 FIRE PROTECTION SPECIFICATIONS

F101D LOWER & MAIN FLOOR FIRE PROTECTION DEMO PLANS

F101 LOWER & MAIN FLOOR FIRE PROTECTION REMODEL PLANS

MECHANICAL

M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS

M002 MECHANICAL SPECIFICATIONS

M003 MECHANICAL SPECIFICATIONS

M004 MECHANICAL SPECIFICATIONS

M101D MECHANICAL DEMO PLANS

M101 MECHANICAL REMODEL PLANS

M601 MECHANICAL SHEDULES

PLUMBING

P001 PLUMBING LEGEND, SYMBOLS, & ABBREVIATIONS

P002 PLUMBING SPECIFICATIONS

P101 PLUMBING REMODEL PLANS

P401 ENLARGED PLUMBING PLANS

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

ELECTRICAL

EE001 ELECTRICAL COVER SHEET

EE002 ELECTRICAL SHEET SPECIFICATIONS

EE003 AUDIO VISUAL SHEET SPECIFICATIONS

EE004 AUDIO VISUAL SHEET SPECIFICATIONS

EE005 AUDIO VISUAL SHEET SPECIFICATIONS

EE006 AUDIO VISUAL SHEET SPECIFICATIONS

EE007 AUDIO VISUAL SHEET SPECIFICATIONS

EE008 AUDIO VISUAL SHEET SPECIFICATIONS

EE009 AV ROUGH-IN SCHEDULES, NOTES AND DETAILS

EE501 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING DETAILS

EE702 TYPICAL LABELING DETAILS

ED101 LOWER FLOOR ELECTRICAL DEMOLITION PLANS

ED102 MAIN FLOOR ELECTRICAL DEMOLITION PLAN

ED103 LOWER FLOOR ELECTRICAL DEMOLITION PLAN

ED104 MAIN FLOOR ELECTRICAL DEMOLITION PLAN

EP101 LOWER FLOOR POWER PLAN

EP102 MAIN FLOOR POWER PLAN

EP601 ONE-LINE DIAGRAM & SCHEDULES

EP650 TELECOM CONDUIT RISER DIAGRAM

EP653 NURSING STATION AND SIM PLANS

EL101 LOWER FLOOR LIGHTING PLAN

EL102 MAIN FLOOR LIGHTING PLAN

EL601 INTERIOR LIGHTING FIXTURE SCHEDULES

EL602 INTERIOR LIGHTING CONTROL SCHEDULES

EY101 LOWER FLOOR AUXILIARY PLAN

EY102 MAIN FLOOR AUXILIARY PLAN

EY501 AUXILIARY RISER AND DETAILS

EY601 FIRE ALARM RISER DIAGRAMS

EJ100 LOWER FLOOR AUDIO VISUAL ROUGH-IN PLAN

EJ101 MAIN FLOOR AUDIO VISUAL ROUGH-IN PLAN

TA001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES

TA100 LOWER FLOOR AUDIO VISUAL SYSTEMS PLAN

TA101 MAIN FLOOR AUDIO VISUAL SYSTEMS PLAN

TA501 AUDIO VISUAL SYSTEMS DETAILS & DIAGRAMS

1 06/29/2026 PERMIT REVIEW COMMENTS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/08/2026

REVIEWED FOR CODE

COMPLIANCE

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Original drawing is 30 x 42. Do not scale contents of this drawing.

Confidentiality Notice:

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

ARCHITECT

SEAL

DFCM APPROVAL

ENGINEER/CONSULTANT

P M

A u to d e s k D o c s /2

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N u rs in g P ro g ra m /2

S U

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A rc h it e c tu ra l.

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STRUCTURAL

CHECKLISTS

&SPECIAL

INSPECTIONS

G001

06/29/2026

CONSTRUCTION DOCUMENTS

2025545

S O

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A H

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1 06/29/2026 PERMIT REVIEW COMMENTS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/08/2026

LEGEND - LIFE SAFETY

EXIT

335 67"

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

GROSS: GSF NET: NSF

SQUARE FOOTAGE

EXIT LOAD

EXIT WIDTH PROVIDED

EXIT CAPACITY

COMMON PATH OF EGRESS

TRAVEL

TRAVEL DISTANCE

(200' FT)

(100 FT)

AREA USE

150 SF 7 NSF

21A-3

References to sheets below are provided to aid in navigating the drawings.

RE: A411 for Interior Wall Types which indicate ratings, reference termination details, and require rated wall identification.

RE: A411 for the Door Schedule and door ratings, and window types and window ratings.

Exit Width Capacity: Exit width capacities are based on 0.3" per occupant at stairways and 0.2" per occupant at other means of egress components.

LIFE SAFETY PLAN GENERAL NOTES

350 SF

BUSINESS

150 NSF

410 SF

150 GSF

BUSINESS

129 SF

150 GSF

BUSINESS

268 SF

150 GSF

BUSINESS

129 SF

150 GSF

BUSINESS

(50'-6")

(74'-0")

EXIT

240 .3

EXIT

120 .3

EXIT

120 .3

ELEV

100AVR LAB

FOYER

WOMEN'S RR

MEN'S RR

HALLWAY

(70'-0")

EXIT

240 .3

515 SF

150 GSF

BUSINESS

167 SF

150 GSF

BUSINESS

140 SF

150 GSF

BUSINESS

140 SF

150 GSF

BUSINESS

140 SF

150 GSF

BUSINESS

(74'-0")

EXISTING FIRE

ESTINGUISHER

245 SF

BUSINESS

150 NSF

1271 SF

ED, SHOPS

50 NSF

(8 3'

-0

(81'-0")

(72'-9")

EXIT

240 .3

292 SF

BUSINESS

150 NSF

1288 SF

ED, SHOPS

50 NSF

AREA FUNCTION (IBC TABLE 1004.1.2)

BUSINESS

ED, SHOPS

EXISTING FIRE

ESTINGUISHER

EXISTING FIRE

ESTINGUISHER

(109'-0" & 111"-0")

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Original drawing is 30 x 42. Do not scale contents of this drawing.

Confidentiality Notice:

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

ARCHITECT

SEAL

DFCM APPROVAL

ENGINEER/CONSULTANT

P M

A u to d e s k D o c s /2

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N u rs in g P ro g ra m /2

S U

U N u rs in g P ro g ra m

A rc h it e c tu ra l.

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LIFE SAFETY

PLANS

G101

06/29/2026

CONSTRUCTION DOCUMENTS

2025545

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SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1'-0"

LOWER FLOOR - LIFE SAFETY PLAN

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1'-0"

MAIN FLOOR - LIFE SAFETY PLAN

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/08/2026

18" MIN

LATCH ARE PROVIDED

12" MIN IF CLOSER &

18" MIN

PULL SIDE

NOTE: DOORS IN ALCOVES, GREATER THAN 8"

DEEP TO FACE OF DOOR, SHALL COMPLY W/

CLEARANCES FOR FRONT APPROACHES.

PUSH SIDE

LATCH ARE PROVIDED

12" MIN IF CLOSER &

(5 4"

(OR 42" MIN AND...)

36" MIN

22" MINX

(5 4"

(OR 42" MIN AND...)

36" MIN

PULL SIDE

PUSH SIDE

NOTE: X = 12" MIN AND Y = 48" MIN IF BOTH CLOSER AND

LATCH ARE PROVIDED. X = 0" W/ NO CLOSER AND LATCH.

22" MINX

24" MIN

Y48

24" MIN

PULL SIDE PUSH SIDE

NOTE: Y = 48" MIN CLOSER IS PROVIDED

NOTE: Y = 54" MIN IF CLOSER IS PROVIDED.

24" MIN

48" MIN

30" MIN

M A

SIDE APPROACH

48" MIN

FRONT APPROACH

30" MIN

M A

DISHWASHER DOOR, WHERE

APPLICABLE, CAN'T ENCROACH

IN CLEAR FLOOR SPACE

U N

MEN

"60

O S

C L

4" M

EMERGENCY

DEFIBRILLATOR

TACKBOARD /

WHITEBOARD

FIRE

EXTINGUISHER

CABINET

ADA DOOR

OPERATOR

ADA ROOM ID FIRE

EXTINGUISHER

U N

WALL OR POST

MOUNTED OPERATOR

MEN

FINISH FLOOR LINE

NOTE*: IF LOCATED IN PATHS OF

TRAVEL, PROJECTION INTO THE

PATH IS LIMITED TO 4"

TO TACTILE LETTER

CENTERLINE

T O

N C

NOTE*: COORDINATE

MOUNTING HEIGHT

WITH SIGN PACKAGE

4" M

T O

B A

S E

E O

F L

O W

E S

T T

A C

E C

H A

R A

C T

E R

IN EMERGENCY

DEFIBRILLATOR

AED

C E

N T

E R

O F

M A

" 35

C H

A N

G B

E D

C E

N T

E R

O F

2" M

1 1/2"

GRAB BARPARTITION MOUNTED

SANITARY NAPKIN

DISPOSAL UNIT

SANITARY NAPKIN

VENDING UNIT

SURFACE MOUNT

SOAP DISPENSER

(OFCI)

MIRROR W/

FRAME

PAPER TOWEL

DISPENSER

(OFCI)

C E

N T

E R

O F

" 35

BABY CHANGING

STATION

C H

A N

G B

E D

T O

R E

C T

U R

F A

C E

W H

E N

A B

O V

C O

U N

T E

R O

R L

A V

T O

P O

F G

R F

A C

FINISH FLOOR LINE C

N T

E R

O F

2" M

R A

T W

E E

N G

R A

N D

E S

S O

GRAB BAR

CLEARANCE

T O

P O

F G

R F

A C

1 1/2" ACCESSORY

B .O

. M

R O

M A

B .O

. M

R O

M A

T O

T H

H E

R O

F R

O R

C O

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9" M

IN 34

11" MIN

KNEE CLEARANCE

8" MIN

25" MAX

17" MIN

9" M

IN 34

11" MIN

KNEE CLEARANCE

8" MIN

25" MAX

17" MIN

NOTE: INSULATE PIPE

WHEN EXPOSED (NO SHARP

OR ABRASIVE SURFACES

ALLOWED BELOW LAVATORY)

D R

E N

'S T

E T

R M

TOE CLEARANCE

6" MAX

D R

E N

'S T

E T

R M

R E

-K T

E T

R M

APRON, WHERE

OCCURS

60" MIN

30" MIN

W A

U N

G W

17"

15" MIN

. F

O R

M O

U N

T W

60" MIN

30" MIN

W A

U N

G W

17"

CLEAR FLOOR SPACE

NO ENCROACHMENT BY

DOORS, DOOR SWINGS, OR

FIXTURES

15" MIN

. F

O R

M O

U N

T W

T T

12" 42"

40"

54"

7" - 9"

16"-18"

17" PREFERRED

24" 12" MIN.

12" 42"

40"

54"

7" - 9"

P R

E F

E R

LOCATE

CONTROLS

ON OPEN

SIDE OF

WATER

CLOSET

SNDU TTD

TTD

16"-18"

17" PREFERRED

24" 12" MIN.

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

STALL PLAN

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

ACCESSIBLE STALL MTG HEIGHTS

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

TOILET ROOM EQUIPMENT

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

LAVATORY MOUNTING HEIGHT - SECTION

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

MOUNTING HEIGHTS

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

DECK MOUNTED LAV HEIGHTS

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Original drawing is 30 x 42. Do not scale contents of this drawing.

Confidentiality Notice:

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

ARCHITECT

SEAL

DFCM APPROVAL

ENGINEER/CONSULTANT

P M

A u to d e s k D o c s /2

U U

N u rs in g P ro g ra m /2

S U

U N u rs in g P ro g ra m

A rc h it e c tu ra l.

rv t

MOUNTING

HEIGHTS &

CLEARANCES

G200

06/29/2026

CONSTRUCTION DOCUMENTS

2025545

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

FRONT APPROACHES - SWINGING DOORS

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

HINGE SIDE APPROACHES - SWINGING DOORS

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

LATCH SIDE APPROACHES - SWINGING DOORS

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

SINK APPROACHES AND CLEARANCES

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/08/2026

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Original drawing is 30 x 42. Do not scale contents of this drawing.

Confidentiality Notice:

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

ARCHITECT

SEAL

DFCM APPROVAL

ENGINEER/CONSULTANT

P M

A u to d e s k D o c s /2

U U

N u rs in g P ro g ra m /2

S U

U N u rs in g P ro g ra m

A rc h it e c tu ra l.

rv t

SPECIFICATION

G700

06/29/2026

CONSTRUCTION DOCUMENTS

2025545

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PROJECT CONTRACT FORMS AND CONDITIONS

Standard Form of Agreement Between Owner and Contractor, Stipulated Sum AIA A101-2007 - Included by Reference

General Conditions of The Contract for Construction AIA A201-2007 - Included by Reference

Bid Bond AIA A301 - "Amount equal to not less than 5% of the Base Bid Amount"

Performance Bond AIA A312-1984 - Included by Reference

Application and Certificate for Payment AIA G702 - Included by Reference

Continuation Sheet AIA G703 - Included by Reference

GENERAL REQUIREMENTS

SUBMITTALS

1. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

2. Prepare and submit submittals for all products and systems required unless noted by Architect.

A. Email: Prepare submittals as PDF package, and transmit to Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect.

B. Processing Time: Allow 14 days for submittal review, including time for resubmittals.

3. Provide Product Data, including, but not limited to catalog cuts and wiring diagrams where applicable.

4. Shop Drawings: Provide Project specific, noting compliance, coordination with other products, dimensions required by field verification.

5. Samples: For review of kind, color, pattern, and texture for a check of these characteristics with other materials

SPECIAL INSPECTIONS *Owner will engage special inspection services...

1. Structural testing and special inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve contractor of responsibility for compliance with other construction document requirements.

2. Coordinate the inspection and testing services with the progress of the work.

3. Reports shall indicate that work inspected was done in conformance to approved construction documents.

4. Repair and/or replace work that does not meet the requirements of the construction documents.

OPERATION AND MAINTENANCE DATA

1. Submit manuals in the form of a multiple file composite electronic PDF file for each manual for all systems provided or as noted by Architect.

2. For emergency Manuals indicating instructions and procedures for each system, piece of equipment and components.

RECORD DOCUMENTS

1. Provide Record Drawings and Product Data.

2. Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued

ROUGH CARPENTRY

1. Summary:

A. Wood blocking and nailers.

B. Plywood backing panels.

2. Materials:

A. Wood-Preservative-Treated Lumber: Preservative Treatment: AWPA C2 with chemicals containing no arsenic or chromium.

a. AWPA C31 (inorganic boron) may be used in protected locations.

b. Application: Items indicated and items in contact with roofing, waterproofing, concrete or masonry.

3. Plywood backing panels for telephone and electrical equipment.

4. Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative humidity.

JOINT SEALANTS

1. Mildew-Resistant Silicone Sealant: Where joint sealants of this type are indicated, provide products formulated with fungicide that are intended for sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures of high humidity and temperature extremes, and that comply with the following:

A. Products:

a. 786 Mildew Resistant; Dow Corning.

b. Sanitary 1700; GE Silicones.

c. Tremsil 600 White; Tremco.

B. Type and Grade: S (single component) and NS (nonsag).

C. Class: 25.

D. Use Related to Exposure: NT (nontraffic).

E. Uses Related to Joint Substrates: G, A, and, as applicable to joint substrates indicated, O.

a. Use O Joint Substrates: Ceramic tile.

F. Applications: Interior toilets at fixtures and expansion joints.

2. Low-Modulus Nonacid-Curing Silicone Sealant: Where joint sealants of this type are indicated, provide products complying with the following:

A. Products: Available products include the following:

a. 790; Dow Corning.

b. UltraPruf SCS2300; GE Silicones.

c. HiFlex 331; NUCO Industries, Inc.

d. 890; Pecora Corporation.

e. Spectrem 1; Tremco.

B. Type and Grade: S (single component) and NS (nonsag).

C. Class: 25.

D. Additional Movement Capability: 50 percent

3. Latex Sealant: Interior gypsum board joints:

A. Chem-Calk 600; Bostik Inc.

B. NuFlex 330; NUCO Industries, Inc.

C. LC 160 All Purpose Acrylic Caulk; Ohio Sealants, Inc.

D. AC-20; Pecora Corporation.

E. PSI-701; Polymeric Systems, Inc.

F. Sonolac; Sonneborn Building Products Div., ChemRex, Inc.

G. Tremflex 834; Tremco.

METAL FABRICATIONS

1. METALS

A. Steel Plates, Shapes, and Bars: ASTM A36/A36M.

B. Steel Tubing (HSS): ASTM A500/A500M, Grade B, hollow structural sections; sizes as shown on Structural Drawings.

C. Stainless Steel Sheet and Plate: ASTM A240/A240M, Type 304.

D. Stainless Steel Bars and Shapes: ASTM A276/A276M, Type 304.

2. FASTENERS

A. General: Provide fasteners of size and type indicated, with nuts, washers, and other accessories required for a complete installation.

B. Bolts and Nuts: Regular hexagon head type, ASTM A307, Grade A.

C. Anchor Bolts: ASTM F1554, Grade 36; finish and coating as required for substrate conditions.

D. Post-Installed Anchors: Provide type appropriate for substrate – expansion, adhesive, or screw anchors as required by loading conditions. Comply with ICC-ES evaluation reports for anchor type used.

E. Dissimilar Materials: Where steel fabrications contact aluminum, masonry, concrete, or other dissimilar materials, provide isolation coating or non-conductive washers to prevent galvanic action.

3. SHOP PRIMER

A. Shop Primer: Provide universal shop primer, fast-curing, lead- and chromate-free, complying with MPI#79, unless a zinc-rich primer is indicated.

B. Apply shop primer to prepared steel surfaces at a minimum dry film thickness of 2.0 mils.

4. FABRICATION – GENERAL

A. Shop Assembly: Preassemble items in the shop to the greatest extent practicable.

Disassemble units only as required for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation.

B. Cutting, Shaping, and Drilling: Perform cutting, shaping, and drilling by methods that will not leave sharp edges, burrs, or deformations. Do not cut by burning unless otherwise acceptable.

C. Welding: Weld corners and seams continuously and in accordance with AWS recommendations. Use materials and methods that minimize distortion and develop the full strength and corrosion resistance of base metals. Grind exposed welds flush and smooth.

D. Connections: Provide connections that will be rigid, with hairline joints at exposed surfaces. Use concealed fasteners where possible.

E. Fit exposed connections accurately together to form hairline joints. Weld connections that cannot be shop-welded due to shipping limitations.

5. STEEL PLATE FRAMES AT CMU DOOR OPENINGS

A. Material: 1/2-inch (12.7-mm) thick ASTM A36/A36M steel plate.

B. Fabrication: Fabricate frames to dimensions indicated on Drawings. Weld frame members together using full-penetration welds. Grind all exposed welds smooth and flush with adjacent surfaces. Remove all sharp edges and burrs.

C. Structural Connection: Frames shall be plug-welded to HSS structural bracing.

Coordinate with Structural for weld sizing.

D. Finish: Grind smooth, apply shop prime coat, and receive finish paint.

E. Sealant: Provide continuous elastomeric sealant joint at perimeter of frame and at all interfaces with dissimilar materials – both sides – as indicated. Refer to Section “Joint Sealants.”

6. HSS SUPPORT FRAMING FOR HOLLOW METAL FRAMES IN MASONRY

A. Material: ASTM A500/A500M, Grade B hollow structural sections (HSS). Size and wall thickness as shown on Structural Drawings.

B. Fabrication: Cut and weld HSS sections to lengths and configurations indicated.

Provide connection plates, gussets, and base plates as required. Grind all welds smooth.

C. Alignment: Align HSS support to CMU wall face as indicated on Drawings.

D. Finish: Shop prime all exposed and semi-exposed surfaces. Grind smooth prior to priming.

7. FABRICATED STAINLESS STEEL SHELVES

A. Material: 16-gauge (1.5 mm) Type 304 stainless steel sheet, ASTM A240/A240M.

B. Finish: No. 4 (satin) finish on all exposed surfaces. Buff smooth with uniform directional grain.

C. Fabrication:

a. Hemmed edges on all exposed edges; minimum 1-inch (25-mm) hem, folded tight. No sharp corners or exposed edges.

b. Size: As indicated on Drawings.

c. Provide reinforcing stretchers or returns as required to prevent deflection under a concentrated load of 250 lbf applied at any point.

d. Provide concealed wall-bracket mounting system rated to resist shelf loads.

e. Coordinate wall blocking. Wall blocking shall be installed prior to shelf installation.

8. STEEL FRAMING FOR OFCI NURSING HEADWALL SYSTEMS

A. Provide framed openings, steel blocking, and structural supports as required for installation of OFCI nursing headwall system.

B. Coordinate utility rough-in requirements – including compressed air pathway, electrical, and data – with the Owner’s basis-of-design headwall system and with Mechanical and Electrical Drawings prior to installation.

C. Provide piped sleeves for compressed air pathways at headwall locations.

Acoustically seal all penetrations as indicated.

D. Material: Coordinate with manufacturer's recommendations.

E. Blocking and backing shall be installed in walls prior to finish work.

9. MISCELLANEOUS FRAMING AND SUPPORTS

A. Provide steel framing, supports, weld plates, and angles not specified in other

Sections that are required to complete the Work as indicated on Drawings.

B. Fabricate from ASTM A36/A36M steel unless otherwise indicated.

C. Shop prime all ferrous metal items not indicated to be galvanized and not to be embedded in concrete or masonry.

10. FINISHES

A. Steel and Iron Surfaces: Shop prime iron and steel items not indicated to be galvanized, except items to be embedded in concrete or masonry.

a. Preparation: SSPC-SP 3, Power Tool Cleaning, for interior items.

b. Shop Primer: Apply in accordance with SSPC-PA 1 to minimum 2.0-mil dry film thickness.

c. Stripe paint corners, crevices, bolts, welds, and sharp edges.

B. Stainless Steel: No. 4 (satin) finish on all exposed and semi-exposed surfaces.

Match grain direction to adjacent surfaces where applicable.

11. REPAIRS AND TOUCHUP

A. Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop priming, complying with SSPC-PA 1.

a. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.

B. Stainless Steel: Restore any damaged or abraded stainless steel finish by polishing.

Match existing grain direction. Replace items that cannot be satisfactorily repaired, as determined by Architect.

CAST-IN-PLACE CONCRETE (CONTINUED ON NEXT COLUMN)

1. CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I/II Portland type, gray.

a. Acquire cement for entire project from same source.

B. Fine and Coarse Aggregates: ASTM C33/C33M.

a. Acquire aggregates for entire project from same source.

C. Fly Ash: ASTM C618, Class C or F.

D. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete.

2. ADMIXTURES

A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

B. Air Entrainment Admixture: ASTM C260/C260M.

C. High Range Water Reducing and Retarding Admixture: ASTM C494/C494M Type

D. High Range Water Reducing Admixture: ASTM C494/C494M Type F.

E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.

F. Accelerating Admixture: ASTM C494/C494M Type C.

G. Retarding Admixture: ASTM C494/C494M Type B.

H. Water Reducing Admixture: ASTM C494/C494M Type A.

3. GRANULAR FILL

A. Well graded granular material, 3 inch maximum size with less than 12 percent passing a No.. 200 sieve, and non-plastic dines having a Plasticity Index of less than

15. Compacted to 98 percent of the maximum laboratory density as determined by

ASTM D1557.

4. ACCESSORY MATERIALS

A. Underslab Vapor Retarder:

a. Sheet Material: ASTM E1745, Class A, except with 0.01 perms maximum water-vapor permeance; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Single-ply polyethylene is prohibited.

b. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.

5. BONDING AND JOINTING PRODUCTS

A. Epoxy Bonding System:

a. Complying with ASTM C881/C881M and of Type required for specific application.

B. Slab Isolation Joint Filler: 1/2-inch (13 mm) thick, height equal to slab thickness, with removable top section forming 1/2-inch (13 mm) deep sealant pocket after removal.

a. Material: ASTM D1751, cellulose fiber.

6. CONCRETE MIX DESIGN

A. Proportioning Normal Weight Concrete: Comply with ACI PRC-211.1 recommendations.

B. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI SPEC-301.

a. For trial mixtures method, employ independent testing agency acceptable to

Architect for preparing and reporting proposed mix designs.

C. Admixtures: Add acceptable admixtures as recommended in ACI PRC-211.1 and at rates recommended or required by manufacturer.

D. Normal Weight Concrete:

a. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 3,500 pounds per square inch (20.7 MPa).

b. Fly Ash Content: Maximum 35 percent of cementitious materials by weight, unless indicated otherwise in General Structural Notes.

c. Water-Cement Ratio: Maximum 45 percent by weight.

d. Maximum Slump: 4 inches.

e. Maximum Aggregate Size: 1 inch.

7. MIXING

A. Transit Mixers: Comply with ASTM C94/C94M.

B. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump.

CAST-IN-PLACE CONCRETE (CONTINUED)

8. EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.

9. PREPARATION

A. Verify that forms are clean and free of rust before applying release agent.

B. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.

C. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions.

a. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing applications, and where curing under humid conditions is required.

D. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout.

E. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Comply with ASTM E1643. Lap joints minimum 6 inches (150 mm). Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions. Repair damaged vapor retarder before covering.

a. Vapor Retarder Over Granular Fill: Install compactible granular fill before placing vapor retarder as indicated on drawings. Do not use sand.

10. PLACING CONCRETE

A. Place concrete in accordance with ACI PRC-304.

B. Place concrete for floor slabs in accordance with ACI PRC-302.1.

C. Match existing slab-on-grade profile:

a. 4 inch thick slab.

b. Vapor barrier.

c. Thickness of granular fill as required for trenches, 4 inch minimum, compacted.

D. Notify Architect not less than 24 hours prior to commencement of placement operations.

E. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

F. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.

11. SLAB JOINTING

A. Align joints with existing joints.

B. Anchor joint fillers and devices to prevent movement during concrete placement.

C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

a. Install wherever necessary to separate slab from other building members, including columns, walls, equipment foundations, footings, stairs, manholes, sumps, and drains.

D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch (5 mm) thick blade and cut at least 1 inch (25 mm) deep but not less than one quarter (1/4) the depth of the slab.

E. Construction Joints: Where not otherwise indicated, use metal combination screed and key form, with removable top section for joint sealant.

12. FLOOR FLATNESS AND LEVELNESS TOLERANCES

A. Minimum F(F) Floor Flatness and F(L) Floor Levelness Values:

a. Exposed to View and Foot Traffic: F(F) of 20; F(L) of 15.

b. Under Thick-Bed Tile: F(F) of 20; F(L) of 15.

c. Under Carpeting: F(F) of 25; F(L) of 20.

d. Under Thin Resilient Flooring and Thinset Tile: F(F) of 35; F(L) of 25.

B. Measure F(F) Floor Flatness and F(L) Floor Levelness in accordance with ASTM E1155, within 48 hours after slab installation; report both composite overall values and local values for each measured section.

C. Correct the slab surface if composite overall value is less than specified and if local value is less than two-thirds of specified value or less than F(F) 13/F(L) 10.

D. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.

13. CONCRETE FINISHING

A. Repair surface defects, including tie holes, immediately after removing formwork.

B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch (6

mm) or more in height.

C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas

1/4 inch (6 mm) or more in height. Provide finish as follows:

a. Grout Cleaned Finish: Wet areas to be cleaned and apply grout mixture by brush or spray; scrub immediately to remove excess grout. After drying, rub vigorously with clean burlap, and keep moist for 36 hours.

D. Concrete Slabs: Finish to requirements of ACI PRC-302.1 and as follows:

a. Surfaces to Receive Thick Floor Coverings: "Wood float" as described in

ACI PRC-302.1; thick floor coverings include quarry tile and ceramic tile with full bed setting system.

b. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI PRC-302.1; thin floor coverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin set ceramic tile.

c. Decorative Exposed Surfaces: Trowel as described in ACI PRC-302.1; take measures necessary to avoid black-burnish marks; decorative exposed surfaces include surfaces to be stained or dyed, surfaces to receive liquid hardeners, surfaces to be polished, and all other exposed slab surfaces.

E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1:50 nominal.

14. CURINRING AND PROTECTION

A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

a. Normal concrete: Not less than seven days.

C. Formed Surfaces: Cure by moist curing with forms in place for full curing period.

D. Surfaces Not in Contact with Forms:

a. Slabs and Floors To Receive Adhesive-Applied Flooring: Curing compounds and other surface coatings are usually considered unacceptable by flooring and adhesive manufacturers. If such materials must be used, either obtain the approval of the flooring and adhesive manufacturers prior to use or remove the surface coating after curing to flooring manufacturer's satisfaction.

b. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturated sand, water-fog spray, or saturated burlap.

c. Final Curing: Begin after initial curing but before surface is dry.

1. Curing Compound: Apply in two coats at right angles, using application rate recommended by manufacturer.

15. FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests, as specified in

Section 014000 - Quality Requirements.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

16. DEFECTIVE CONCRETE

A. Defective Concrete: Concrete not complying with required lines, details, dimensions, tolerances or specified requirements.

B. Repair or replacement of defective concrete will be determined by the

Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified.

C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect for each individual area.

17. PROTECTION

A. Do not permit traffic over unprotected concrete floor surface until fully cured.

THERMAL AND SOUND-ATTENUATION INSULATION

1. POLYISOCYANURATE FOAM-PLASTIC BOARD INSULATION

A. Polyisocyanurate Board Insulation, Foil Faced: ASTM C1289, foil faced, Type I, Class 1 or 2, taped to provide an air and water barrier.

B. Application: Where indicated on Drawings.

2. ACCESSORIES

A. Insulation for Miscellaneous Voids:

a. Glass-Fiber Insulation: ASTM C764, Type II, loose fill; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E84.

b. Spray Polyurethane Foam Insulation: ASTM C1029, Type II, closed cell, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, per ASTM E84.

B. Adhesive for Bonding Insulation: Product compatible with insulation and air and water barrier materials, and with demonstrated capability to bond insulation securely to substrates without damaging insulation and substrates.

a. Adhesives shall have a VOC content of 200 g/L or less, per Utah Rule

R307-342, Multipurpose Construction.

3. INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION

A. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials:

B. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions.

C. Sound-Attenuation Blankets: ASTM C665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool.

D. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than Insert value percent.

E. Acoustical Sealant: As specified in Joint Sealants.

HOLLOW METAL DOORS AND FRAMES

1. INTERIOR STANDARD STEEL DOORS AND FRAMES

A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Extra-Heavy-Duty Doors and Frames: ANSI/SDI A250.8, Level 3; ANSI/SDI A250.4, Level A.

a. Doors:

1. Type: As indicated in the Door and Frame Schedule on Drawings.

2. Thickness: 1-3/4 inches.

3. Face: Uncoated steel sheet, minimum thickness of 0.053 inch.

4. Edge Construction: Model 1, Full Flush or Model 2, Seamless.

5. Edge Bevel: Provide manufacturer's standard beveled or square edges.

6. Core: Manufacturer's standard.

b. Frames:

1. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch.

2. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame.

3. Construction: Face welded.

4. Sealing: Provide continuous sealant at inside faces of corner joints.

5. Exposed Finish: Prime.

2. EXTERIOR STANDARD STEEL DOORS AND FRAMES

A. Maximum-Duty Doors and Frames: ANSI/SDI A250.8, Level 4; ANSI/SDI A250.4, Level A. At locations indicated in the Door and Frame Schedule on Drawings.

a. Doors:

1. Type: As indicated in the Door and Frame Schedule on Drawings.

2. Thickness: 1-3/4 inches.

3. Face: Metallic-coated steel sheet, minimum thickness of 0.067 inch, with minimum A60 coating.

4. Edge Construction: Model 1, Full Flush or Model 2, Seamless.

5. Edge Bevel: Provide manufacturer's standard beveled or square edges.

6. Top Edge Closures: Close top edges of doors with flush closures of same material as face sheets. Seal joints against water penetration.

7. Bottom Edges: Close bottom edges of doors with end closures or channels of same material as face sheets. Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape.

8. Core: Manufacturer's standard.

b. Frames:

1. Materials: Metallic-coated steel sheet, minimum thickness of 0.067 inch, with minimum A60 coating.

2. Construction: Full profile welded.

3. Exposed Finish: Prime.

c. Door Louvers: SDI 111C; steel sheet matching door face material.

1. Frames: Minimum 0.042-inch base-metal thickness. Provide fixed frame moldings with hairline joints at corners on outside of exterior and on secure (key) side of interior doors.

2. Sightproof Louver: Stationary louvers constructed with or inverted-Y blades.

a. Blades: Minimum 0.026-inch base-metal thickness.

3. Louver Screens

a. General: Provide screen at each exterior louver.

1. Screen Location for Fixed Louvers: Interior face.

2. Screening Type: Insect screening.

b. Secure screen frames to louver frames with machine screws with heads finished to match louver, spaced a maximum of 6 inches from each corner and at 12 inches o.c.

c. Louver Screen Frames: Fabricate with mitered corners to louver sizes indicated.

1. Metal: Same type and form of metal as indicated for louver to which screens are attached. Reinforce screen frames at corners with clips.

2. Finish: Same finish as louver frames to which louver screens are attached.

3. Type: Rewirable frames with a driven spline or insert.

DOOR HARDWARE

1. Accessibility Requirements: Comply with applicable provisions in the DOJ's 2010 ADA Standards for Accessible Design and ICC/ANSI A117.1.

2. Door…

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File details come from the government source that posted it. Updated Jul 21, 2026.