9-2-25446730-Stamped Plans.pdf

PDF 35 MB Posted Aug 29, 2025

Attached to: DFCM Construction - Prequalified General Stage II - Southern Utah University- SUU Science Lab Remodel- Project #25446730
Solicitation number: CR26014
Issued by: Iron County, Utah

About this file

Written by GovTribe AI · Aug 29, 2025

This document is a comprehensive set of architectural and engineering construction documents for the Southern Utah University (SUU) Science Center Chemistry Labs Refresh project, prepared by MHTN Architects and issued by the Utah Division of Facilities Construction and Management (DFCM). The project involves a detailed renovation of existing chemistry laboratories in rooms 222, 223, and 224, with the primary objectives of resizing classrooms to accommodate 24 students, replacing outdated fume hoods, updating shelving and counter spaces, and enhancing utility and safety features. The construction cost is estimated at $950,000, and the project includes installing modern teaching equipment, ADA-compliant seating, and aesthetic upgrades such as new flooring and lighting. The documents are dated August 8, 2025, and include detailed plans for architectural, structural, mechanical, plumbing, electrical, and audio-visual systems.

The project is specifically targeted at prequalified Stage II contractors who are currently on the DFCM Prequalified Contractors list. The renovation encompasses comprehensive upgrades including laboratory furnishings, utility modifications, and systems upgrades across multiple disciplines. Key design considerations include compliance with building codes such as the 2021 International Building Code, Americans with Disabilities Act standards, and specific requirements for laboratory spaces. The documents provide extensive technical specifications, including detailed drawings for electrical, mechanical, and plumbing systems, with a focus on creating a modern, safe, and functional educational environment. The project appears to be funded through institutional capital improvement funds, with a specific emphasis on enhancing the educational infrastructure of the SUU Science Center.

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Other files

File	Type	Posted
8-4-25446730-Stamped Specs.pdf	PDF	Aug 29, 2025
6-3-25446730-Stamped Calcs.pdf	PDF	Aug 29, 2025
7-6-SUU FM Building Google Map.png	PNG image	Aug 29, 2025
3-C-DFCM Health Insurance Statement of Compliance Form, Revised 7.28.25.docx	DOCX document	Aug 29, 2025
4-1-25446730 Solicitation.pdf	PDF	Aug 29, 2025
5-5-25446730-Hazmat April 2025.pdf	PDF	Aug 29, 2025
1-A-DFCM General Conditions August 2020-Clean rev 07122023.pdf	PDF	Aug 29, 2025
2-B-Subcontractors List Form Instructions-7.1.2021.docx	DOCX document	Aug 29, 2025

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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

TO TOP OF

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 Sequencce Sheet Type Discipline

ACT1

ROOM VOLUME / AREA

CEILING TAG

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

1ST2 SIGNAGE TYPE

ROOM

150 SF

10'-0"

CEILING TYPE TAG

NORTH ARROW

PLAN NORTH

TRUE NORTH

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

Room

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/Performance ANSI/ASHRAE Standard 90.1-2016, Prescriptive/Trade-Off/Energy Cost Budget ICC/ANSI A117.1, 2017 ed.

International Existing Building Code (IEBC), 2021 ed., Prescriptive/Work Area/Performance International Fire Code (IFC), 2021 ed.

International Fuel Gas Code (IFGC), 2021 ed.

CRITERIA

Occupancy Classification B

Separation of Occupancies Non-separated A/B 1-hour

Construction Type IIB

Sprinkled Yes

Building Height No change

Building Area No change

Fire-Resistance Ratings for Building Elements (IBC Table 601) Construction Type: IIB Primary Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Exterior Non-Bearing Walls 0 Interior Non-Bearing Walls 0 Floor Construction & Associated Secondary Members 0 Roof Construction & Associates Secondary Members 0

Climate Zone: 5

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 and electrical as required for installation of new work.

Material Disposal: Legally dispose of all demolished or removed existing material, unless noted otherwise.

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 phased construction and/or 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

SHEET NUMBER

SEAL

DESCRIPTIONDATENO.

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST

REVISION DATE.

CONSULTANTS

VICINITY MAP

INDEX TO DRAWINGS -

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 84101 Telephone (801) 595-6700 www.mhtn.com

(SUU Main Campus)

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

G001

S U

U S

N C

E C

E N

T E

R C

H E

T R

Y L

A B

S R

E F

R E

S H

W E

S T

S C e d a r C it y U ta h

D F

C M

DFCM

SUU SCIENCE CENTER

August 8, 2025

CHEMISTRY LABS REFRESH

370 WEST 200S

Cedar City, Utah 84720

CONSTRUCTION DOCUMENTS

INDEX SHEET

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

Laboratory Design

RFD:

RESEARCH FACILITIES DESIGN

Contact:

Jorge Garcia, AIA, NCARB

Email:

jgarcia@rfd.com

Cell: 408.515.5469

Structural Design BHB Engineers

Contact:

Dallin Pedersen, SE (UT)

Email:

Dallin.Pedersen@bhbengineers.com

Cell:

801.898.0553

Mechanical Design WHW Engineering, LLC

Contact:

Caleb Lee

Email:

CalebL@whw-engineering.com

Cell:

435.467.0463

Electrical Design Spectrum Engineering

Contact:

Lance Kobayashi

Email:

Lance.Kobayashi@speceng.com

Cell:

801.928.3759

DFCM PROJECT No: 25446730

SECOND FLOOR KEY PLAN

GENERAL

G001 INDEX SHEET

G101 LIFE SAFETY PLAN

G201 MOUNTING HEIGHTS & CLEARANCES

G501 INTERIOR WALL TYPES, TYPICAL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 SPECIAL INSPECTION NOTES

S101 SECOND FLOOR FRAMING PLAN

S501 DETAILS

ARCHITECTURAL

AD101 DEMOLITION PLANS

A101 BASEMENT & 1st FLOOR REMODEL PLANS

A102 SECOND FLOOR REMODEL PLANS

A401 INTERIOR ELEVATIONS

A601 DOOR & FINISH SCHEDULES, DETAILS

LABORATORY FURNISHINGS

LF0.01 LABORATORY FURNISHINGS GEN. NOTES, SYMBOLS & LEGENDS

LF0.02 LABORATORY FURNISHINGS SERVICE FITTINGS & SINKS SCHEDULE

LF0.03 LABORATORY FURNISHINGS CASEWORK LEGEND

LF2.00 LABORATORY FURNISHINGS FLOOR PLAN

LF3.00 LABORATORY FURNISHINGS ELEVATIONS

LF4.00 LABORATORY FURNISHINGS DETAILS

LF4.01 LABORATORY FURNISHINGS DETAILS

LF4.02 LABORATORY FURNISHINGS DETAILS

MECHANICAL

MG001 MECHANICAL GENERAL NOTES AND LEGEND

MD102 SECOND FLOOR MECHANICAL DEMOLITION PLAN

ME102 SECOND FLOOR MECHANICAL PLAN

ME102.1 SECOND FLOOR MECHANICAL REFLECTED CEILING PLAN

ME501 MECHANICAL DETAILS SCHEDULES

PG001 PLUMBING GENERAL NOTES AND LEGEND

PD102 SECOND FLOOR DOMESTIC WATER AND GAS DEMOLITION PLAN

PD102.1 SECOND FLOOR WASTE AND VENT DEMOLITION PLAN

PE102 SECOND FLOOR DOMESTIC WATER AND GAS PLAN

PE102.1 SECOND FLOOR WASTE AND VENT PLAN

PE601 PLUMBING DETAILS AND SCHEDULES

PE602 PHASE PLAN

PE701 SECOND FLOOR PLUMBING SECTIONS

PE901 SECOND FLOOR PLUMBING ISOMENTRIC

ELECTRICAL

EE001 ELECTRICAL COVER SHEET

EE002 AV ROUGH-IN SCHEDULE, GENERAL NOTES, DETAILS & DIAGRAMS

EE501 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING DETAILS

EE702 TYPICAL LABELING DETAILS

ED101 LEVEL 2 ELECTRICAL DEMOLITION FLOOR PLAN

ED201 LEVEL 1 ELECTRICAL DEMOLITION RCP

ED202 LEVEL 2 ELECTRICAL DEMOLITION RCP

EP101 LEVEL 2 POWER PLAN

EP102 ENLARGED POWER PLAN

EP601 ONE-LINE DIAGRAM

EP650 TELECOM CONDUIT RISER DIAGRAM

EL101 LEVEL 1 ELECTRICAL REFLECTED CEILING PLAN

EL102 LEVEL 2 LIGHTING PLAN

EL601 LIGHTING FIXTURE & CONTROL SCHEDULES

EY101 LEVEL 2 AUXILIARY PLAN

EY551 AUXILIARY DETAILS

EY601 FIRE ALARM RISER DIAGRAMS

EJ101 LEVEL 2 AUDIO VISUAL ROUGH-IN PLAN

TA001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES

TA101 LEVEL 2 AUDIO VISUAL SYSTEMS PLAN

TA501 AV SYSTEMS DETAILS

The project consists of a renovation to existing chemistry laboratories and preparation spaces within the Science Center at Southern Utah University. The main work of the remodel is specific to rooms 222, 223, and 224. This project involves resizing the classrooms to accommodate twenty-four students, replacing outdated fume hoods, updating shelving and counter spaces in the chemical prep room, and ensuring accessibility to utilities and safety features. Additionally, it emphasizes the need for appropriate storage for student materials, ADA-compliant seating, and the installation of modern teaching equipment, alongside aesthetic upgrades like new flooring and lighting.

PROJECT DISCRIPTION

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

• Final report from the special inspection agency.

• Certificate of fire clearance from the State Fire Marshall.

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

• A Certificate of Compliance from the approved fabricator, if applicable.

IBC 1704.2.2

Prior to issuing a certificate of occupancy the following documents shall be submitted to the Building Official:

1 08/06/2025 Permit Review

August 8, 2025

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

REVIEWED FOR CODE

COMPLIANCE

E +3

6" 'C

HLV

ICW

SK1

IHWICW J3

B1 8R

C S

W A3

0* W

A2 4R

+3 4"

E+34"

6'ACFH

LV LA LG IC

FHA15LKO42FHA15R

K O

6 SK3

IHWICW

B2 4R

H36

E+36"

+36"

H30*

W A3

6* W

A3 6*

WA30* WA30* FPFP

R15**R15**R15**R15**R15**R15**R15**R15**R15**R15**R15** J36

S K

WA30*WA30* WA30* WA30* WA30* WA30*

F H

ICW

L S

E W

E +3

SK1

IHWICWJ3

W A3

6* W

A3 6*

E +36"

K O

LV(2)

LG(2)

KO60

R *K

K O

R *K

K O

LV(2)LG(2) R

K O

E +36"

K O

LV(2)

LG(2)

KO60

R *K

K O

R *K

K O

LV(2)LG(2) R

K O

E +36"

K O

R *K

K O

E +34"

K O

KOA36AV24R*

LVLG

LV(2)

LG(2)

LVLG

E+36"

S K

J36H30*H30*

S S

E W

WATER

PURIFIER

SYSTEM

6'CFH

LV LA LG IC

FH12LCS48*FH12L

4'CFH

S K

C S

T C

E P

MT60C

E+36"

MT60C

E+36"

MT60C

E+36"

C A

R T

O F

O I

C A

R T

O F

O I

C A

R T

O F

O I

C A

R T

O F

O I

S S

E W

E +36"J3

W A3

6* W

A3 6*

SK1

IHWICW

HLV

ICW

L C

E +36"

K O

LV(2)LG(2)

KO60

R *K

K O

R *K

K O

LV(2)

LG(2) R

K O

E +36"

K O

LV(2)LG(2)

KO60

R *K

K O

R *K

K O

LV(2)

LG(2) R

K O

E +36"

K O

R *K

K O

E +34"

K O

KOA36AV24R*

LVLG

LV(2)LG(2)

LVLG

E+34"

WA24R*

KO36

S K

E+36"

E +36"

H36*J36

S K

M A

C H

W A3

6* W

A2 4R

WA30*WA36*WA36*

E +3

6" H

G S

A3 6*

IHWICW (IR)

CS1

C S1C S1

CS1

C S1

TO3618 TO3618 TO3618 TO3618 TO3618 TFS43*

SK1

IHWICW

ICE

MACH.

DRYING

OVEN

R15**R15**R15**R15**R15**R15**

E +34"

B24R*

P W

(F U

WA24R*WA30*

TO4817

TO3617

TO4814

TO3614

TO4814

TO3614

6'ACFH

LV LA LG IC

FHA15LKO42FHA15R

C S1

H30*H30*KO36B12R*

WA24L*WA36*

B18R**R15**R15**R15**R15**R15**R15**R15**R15**R15**R15**

E W

R15**

DRYING

OVEN

WA30*

F H

ICW

CS1

B1 2R

E W

TP54TP54

TA36

E P

C S1

FS24R*KO24

REF/FRZ

OFOI

LEGEND - LIFE SAFETY

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

GROSS: GSF NET: NSF

SQUARE FOOTAGE

COMMON PATH OF EGRESS

TRAVEL

TRAVEL DISTANCE

DEAD END

(75 FT)

(20 FT)

(75 FT)

FIRE BARRIER - 1 HOUR

AREA USE

150 SF 7 NSF

21A-3

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

RE: G500 for Interior Wall Types which indicate ratings, reference termination details, and require rated wall identification.

RE: G300 for Fire Penetration Details

RE: G310 for UL, GA, and/or IBC reference numbers for rated assemblies

RE: A600 for the Door Schedule and door ratings.

Include one of the following two statements:

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.

Exit Width Capacity: This project includes an automatic sprinkler system and an emergency voice/alarm communications sytem. Exit width capacities are based on 0.2" per occupant at stairways and 0.15" per occupant at other means of egress components.

LIFE SAFETY PLAN GENERAL NOTES

D E F G H J K L

761 SF

ED, CLASSROOM

20 NSF 819 SF

BUSINESS

100 NSF

795 SF

ED, CLASSROOM

20 NSF

AREA FUNCTION (IBC TABLE 1004.1.2)

BUSINESS

ED, CLASSROOM

F T

2484 SF

BUSINESS

F T

)(56 F T

(41 FT)

Exist. 1-Hour corridor walls

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

A M

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

LIFE SAFETY

PLAN

G101

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

S U

U S

N C

E C

E N

T E

R C

H E

T R

Y L

A B

S R

E F

R E

S H

W E

S T

S C e d a r C it y U ta h

D F

C M

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

SECOND FLOOR LIFE SAFETY PLAN

KEYNOTES - LIFE SAFETY

1 Permanent Signage:"The discharge of any chemicals in the drain/sewer system is prohibited".

2 New 45-minute rated door and frame assemblies

3 New fire extinguisher

August 8, 2025

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

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

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

PULL SIDE PUSH SIDE

NOTE: Y = 48" MIN CLOSER IS PROVIDED

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

24" MIN

SIDE APPROACH

48" MIN

FRONT APPROACH

30" MIN

M A

DISHWASHER DOOR, WHERE

APPLICABLE, CAN'T ENCROACH

IN CLEAR FLOOR SPACE

TACKBOARD /

WHITEBOARD

FIRE

EXTINGUISHER

CABINET

ADA DOOR

OPERATOR

ADA ROOM ID FIRE

EXTINGUISHER

U N

WALL OR POST

MOUNTED OPERATOR

MEN

FINISH FLOOR LINE

TO TACTILE LETTER

CENTERLINE

T O

N C

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

EMERGENCY

DEFIBRILLATOR

AED

B .O

. M

R O

M A

T O

T H

E H

E R

O F

R C

O U

N T

E R

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

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.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

A M

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

MOUNTING

HEIGHTS &

CLEARANCES

G201

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

S U

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D F

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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 CLEARANCE1

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

LAVATORY MOUNTING HEIGHT1

August 8, 2025

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

RE: G500 for wall termination details which occur at metal deck/structure or at base of wall.

Continuity:

Wall type designations imply that the walls are continuous, typically from corner to corner and until another wall type is indicated. At the intersection of walls of dissimilar sound and/or fire-resistance ratings, the wall with the more restrictive requirements shall continue through, uninterrupted and shall take precedence.

Typical Interior Wall Type: S3A, UNO.

Acoustical Sealant:

At metal stud walls with an STC rating, provide acoustical sealant at top and bottom tracks.

Sound Attenuation Batts:

Where indicated, provide sound attenuation batts sized to fit snuggly in the wall cavity. Fill all voids in the wall, from floor to deck, including at wall intersections to prevent sound leakage into adjacent rooms.

Metal Stud Partitions:

Extend interior walls and partitions from floor to roof deck or floor deck above, unless noted otherwise.

The specifications indicate a minimum metal stud gauge; increase the gauge above the minimum as required by the metal stud manufacturer for actual wall heights, deflection criteria and code required horizontal load.

Design requirements for metal stud walls: 5 PSF lateral load; L/240 deflection.

Stud Spacing: 16” on center, unless noted otherwise.

Provide bracing at 48" OC maximum at non-composite walls (walls that don't have gypsum board full height on each side of the stud).

Provide control joints at 30’-0” OC maximum. If not shown, coordinate location with Architect.

Rated Wall Identification:

Provide 3” high block letters (with 3/8” minimum stroke), stencil the fire resistance rating on the wall at 30’ maximum intervals, measured horizontally and within 15’ of the end of the wall. Provide one (1) label minimum per wall.

Locate identification in accessible concealed floor areas, if any and in the accessible space between ceiling and structure above.

Wall Schedule Abbreviations CMU - Concrete Masonry Unit GB - Gypsum Board GTB - Glass-mat Tile Backing Board IGB - Impact-resistant Gypsum Board

INTERIOR WALL TYPE GENERAL NOTES

Core Material:

S - Metal Stud M - Concrete Masonry (CMU)

Core Thickness:

Metal Studs:

Number indicates metal stud thickness, rounded down where applicable 0 - 7/8" 1 - 1 5/8" 2 - 2 1/2" 3 - 3 5/8"

Brick and CMU:

Number indicates nominal thickness 8 - 7 5/8"

Rating:

Number indicates the fire-resistive rating in hours. Unrated walls have no designation.

Height and STC:

A - Wall is continuous to the structural deck above and includes sound batt B - Wall is continuous to the structural deck above with no sound batt C - Wall extends to 6" above the ceiling and includes sound batt D - Wall extends to 6" above the ceiling with no sound batt E - Wall extends to finished ceiling and includes sound batt F - Wall extends to finished ceiling with no sound batt P - Wall is partial height {to 5'-0" AFF} {- RE: Floor Plan for top of wall}

Qualifiers:

H - CMU with honed face finish S - CMU with split face finish

Asymmetric Modifiers:

X - Single side gypsum board T - Glass-mat tile backing board with tile finish

WALL TYPE TAG DESCRIPTION

S 3 1 A X 12 / 33

QUALIFIER

HEIGHT & STC

FIRE RATING

CORE THICKNESS

CORE MATERIAL

MODIFIED STUD SPACING

MODIFIED STUD THICKNESS

METAL STUD TRACK

ACOUSTICAL SEALANT

SCHEDULED WALL

SCHEDULED BASE

METAL ROOF/FLOOR

DECK

DEFLECTION TRACK

SCHEDULED WALL

ACOUSTICAL SEALANT

1/ 2" 3/ 8"

PROVIDE SOUND BATTS IN

FLUTES AT WALLS WITH

SOUND BATTS

PROVIDE 20 GAUGE

GALVANIZED SHEET METAL

PLATE WHERE WALL RUNS

PARALLEL TO FLUTES -

SIZE: CONTINUOUS X

WIDTH REQUIRED TO

ATTACH TO DECK

METAL ROOF/FLOOR

DECK

INTUMESCENT SEALANT

FIRE SAFING

METAL

FASTENER

DEFLECTION TRACK

SCHEDULED WALL6"

NOTE:

SEE UL DESIGN DETAILS:

HW-D-0119 FOR SHAFT WALL

HW-D-1011 FOR METAL STUD WALL

SOUND BATTS WHERE

SCHEDULED

12 GAUGE PERIMETER

WIRE

SEISMIC CLIP

RUNNER

EDGE MOLDING

SCREW

8" MAXTYP

12 GAUGE PERIMETER

WIRE

SEISMIC CLIP

RUNNER

EDGE MOLDING

8" MAXTYP

3/4"

45°

45°.

VERTICAL

COMPRESSION STRUT

12 GA. SPLAY WIRE IN

PLANE OF EACH

COMPONENT

MAIN RUNNER

CROSS RUNNER

NOTE: PROVIDE SPLAY WIRES AND STRUT AT

12' - 0" OC EACH DIRECTION WITH

FIRST POINT OF BRACING AT 6' - 0" MAXIMUM

FROM EACH WALL

2" MAXTYP

EMT CONDUIT

1/2" 3/4" 1"

5'-10" MAX

7'-8" MAX

9'-9" MAX

1- 5/8" X 20 GA

2- 1/2" X 20 GA

(2)* 1- 5/8" X 20 GA

(2)* 2- 1/3" X 20 GA

*BACK-TO-BACK

12'-0" 13'-6" 15'-0" 15'-0"

METAL STUDS

VERTICAL COMPRESSION STRUT SCHEDULE

MAXIMUM SPAN

SYMBOL LEGEND:

SEISMIC CLIP

HANGER WIRE

PERIMETER WIRE

UNATTACHED WALL

U N

A T

T A

C H

E D

W A

RE: SEISMIC BRACING DETAIL

RE: SEISMIC CLIP DETAILS

THIS SHEET FOR

ATTACHMENT TO WALLS

ATTACHED WALL

2'-0" OC

S S

SSS

A T

T A

C H

E D

W A

FRAMING FOR 2X2 GRID;

2X4 GRID SIMILAR

SUSPENDED ACOUSTICAL

CEILING - SEE RCP FOR

HEIGHT AND FINISH

SCHEDULE FOR TYPE

METAL EDGE TRIM ALL

AROUND EDGES BY

CEILING SUPPLIER TO

MATCH CEILING GRID2"

ROLLER SHADE W/ FASCIA

BACKER ROD & SEALANT

SHIM AS REQ'D

SCHEDULED GLAZING

GYPSUM BOARD GRID

SUSPENSION SYSTEM

WITH HANGER WIRES AT

48" OC EACH WAY

5/8" GYPSUM BOARD

SEE DEMO PLAN,

PROVIDE SMOOTH

SURFACE TO RECEIVE

PAINT

RE: STRUCTURAL

5/8" TYPE "X" GYPSUM

ONE SIDE (1 LAYER)

OTHER SIDE (2 LAYERS)

CONTINUOUS SEALANT

BATT INSULATION

GYP. BD. RETURN

@ WALL END

SCHEDULED WALL

EXISTING WALL

RE: RCP

8" EXTRUDED ALUMINUM

TRIM

SUSPENDED

ACOUSTICAL CEILING

SYSTEM

SUSPENDED

ACOUSTICAL CEILING

SYSTEM

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

A M

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

INTERIOR WALL

TYPES, TYPICAL

DETAILS

G501

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

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D F

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INTERIOR WALL TYPE SCHEDULE

TAG CONSTRUCTION FIRE RESISTANCE ACOUSTICAL

MARK DESCRIPTION WIDTH TERMINATION LIMITING HEIGHT HEAD DETAIL BASE DETAIL FIRE RATING STANDARD SOUND BATT STC

M81B 8" CMU 7 5/8" TO DECK 1

S3A 5/8" GB + 3 5/8" MTL STUD + 5/8" GB 4 7/8" TO DECK 16'-6" B4/G500 C4/G500 Yes 40

S3BX 5/8" GB + 3 5/8" MTL STUD 4 1/4" TO DECK 15'-6" B4/G500 C4/G500 Yes

S6A 5/8" GB + 6" MTL STUD + 5/8" GB 7 1/4" TO DECK 24'-6" B4/G500 C4/G500 Yes 41

S31A 5/8" GB + 3 5/8" MTL STUD + 5/8" GB 4 7/8" TO DECK 16'-6" B3/G500 C4/G500 1 UL U419 Yes 40

S61A 5/8" GB + 6" MTL STUD + 5/8" GB 7 1/4" TO DECK 24'-6" B3/G500 C4/G500 1 UL U419 Yes 41

SCALE: 3" = 1'-0"

RATED WALL HEAD DETAIL

SCALE: 3" = 1'-0"

WALL HEAD DETAIL

SCALE: 3" = 1'-0"

WALL BASE DETAIL

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

SEISMIC BRACING DETAIL

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

CEILING DETAIL-UNATTACHED

SCALE: 3" = 1'-0"

TYP GYP BD CEILING DETAIL

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

CEILING DETAIL-ATTACHED

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

CEILING DETAIL

SCALE: 3" = 1'-0"

ACOUSTICAL CEILING CLOUD DETAIL

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

TYP SUSPENDED CEILING DETAIL

SCALE: 3" = 1'-0"

JAMB DETAIL

SCALE: 3" = 1'-0"

FURRED WALL END DETAIL

August 8, 2025

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

BHB PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

GENERAL

STRUCTURAL

NOTES

S001

August 8, 2025

CONSTRUCTION DOCUMENTS

250382

S U

U S

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H E

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A B

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R E

S H

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S T

S C e d a r C it y U ta h

D F

C M

GENERAL STRUCTURAL NOTES

1 8/08/2025 PERMIT REVIEW

8/08/2025

STRUCTURALBHB

2766 South Main Street

Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

BHB PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

SPECIAL

INSPECTION

NOTES

S002

CONSTRUCTION DOCUMENTS

250382

S U

U S

N C

E C

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S C e d a r C it y U ta h

D F

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STRUCTURAL SHEET LIST

Sheet Number Sheet Name

S001 GENERAL STRUCTURAL NOTES

S002 SPECIAL INSPECTION NOTES

S101 SECOND FLOOR FRAMING PLAN

S501 DETAILS

REQUIREMENTS FOR SPECIAL INSPECTION, MATERIAL TESTING, AND STRUCTURAL OBSERVATION

August 8, 2025

8/08/2025

STRUCTURALBHB

2766 South Main Street

Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

(E) 24" OWSJ AT 6'-0" O.C. +/-

D E F G H J K L 12' - 0" 28' - 0" 24' - 0" 24' - 0" 24' - 0" 12' - 0" 10' - 0"

(E) 8" MASONRY WALL, TYP

(E) 16" WIDE MASONRY PIER

(E) 24" DEEP MASONRY LINTEL (E) 24" DEEP MASONRY LINTEL

(E) 16" WIDE MASONRY PIER

S501

(E) 16" WIDE MASONRY PIER

S501

(E ) 2

8" O

(E ) 2

8" O

(E) DIAGONAL BRIDGING(E) PARALLEL BRIDGING, TYP

S501

1. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS.

2. WHERE PIPE PENETRATIONS, OCCUR IN (E) CONCRETE OVER METAL DECK, FOLLOW DETAIL 4/S501.

3. SEE DETAIL 8 AND 9 FOR EXISTING STEEL JOIST REINFORCING AT ANY ELEMENTS THAT ARE HEAVIER THAN

100 LBS.

FLOOR FRAMING PLAN NOTES

SEE S010 FOR LEGENDS AND SYMBOLS

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

BHB PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

SECOND FLOOR

FRAMING PLAN

S101

CONSTRUCTION DOCUMENTS

250382

S U

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D F

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0" 8'-0" 16'-0"4'-0"1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN

1 N

O R

T H

August 8, 2025

8/08/2025

STRUCTURALBHB

2766 South Main Street

Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

9191936-21 250382_S501-01

MASONRY INFILL DETAIL

S501

SHALL BE SOLID GROUTED.

ALL CELLS CONTAINING BARS1.

NOTES:

OF MASONRY

REQ'D TO INSTALL TOP ROW

BREAK OUT FACE SHELL AS

MASONRY INFILL

(E) MASONRY WALL

VERT REINF

#4 AT 24" O.C.

HORIZ REINF

#4 AT 24" O.C.

REINFORCING

SIZE AND SPACING OF WALL

PROVIDE DOWELS TO MATCH(E) MASONRY WALL

AT 24" O.C.

OCCURS, PROVIDE 1/2"x24" DBA

WHERE (E) EMBED PLATE

NO SCALE

8520192-21

250382_S501-02

NEW OPENING THROUGH EXISTING MASONRY WALL

S501

3" +/- 3" +/-

SAW-CUT

OPENING IN (E)

MASONRY WALL

1/4

TYP

1/4

SECTION A

MC8x20 STEEL CHANNEL.

ATTACH WITH 3/4"DIA AB

(5" EMBEDMENT) AT

24" O.C. - TYPICAL

(E) MASONRY WALL

L2x2x1/4 ERECTION

ANGLE - TYPICAL

(E) CONCRETE OVER

METAL DECK

SOLID GROUT OR DRY

PACK CELLS AT STEEL

CHANNEL AND AB

1/4 4-12

NOTE: CORE DRILL

CORNERS; DO NOT OVER CUT.

EXTEND UP TO WITHIN

6" OF METAL DECK

ABOVE

NO SCALE

8520192-21

250382_S501-03

NEW OPENING THROUGH EXISTING MASONRY WALL

SAW-CUT

OPENING IN (E)

MASONRY WALL

1/4

TYP

1/4

SECTION A

MC8x20 STEEL CHANNEL.

ATTACH WITH 3/4"DIA AB

(5" EMBEDMENT) AT

24" O.C. - TYPICAL

(E) MASONRY WALL

L2x2x1/4 ERECTION

ANGLE - TYPICAL

(E) CONCRETE OVER

METAL DECK

SOLID GROUT OR DRY

PACK CELLS AT STEEL

CHANNEL AND AB

1/4 4-12

NOTE: CORE DRILL

CORNERS; DO NOT OVER CUT.

EXTEND UP TO WITHIN

6" OF METAL DECK

ABOVE

CONNECT MASONRY

WALL TO (E) MASONRY

WALL PER 1/S501

NO SCALE

250382_S501-04

ALLOWABLE PIPE PENETRATION DETAIL

(E) CONCRETE OVER

METAL DECK

PLACE CORE DRILL AT TOP

OF DECK FLUTE AND CORE

DRILL SUCH THAT ONLY THE

TOP HORIZONTAL SECTION

OF DECK IS REMOVED

NO SCALE

528896-21 250382_S501-05

TYPICAL DECK BEARING AT INTERIOR MASONRY WALL

AT INFILL OPENING

(E) MASONRY WALL,

SEE PLAN

(E) EMBED PL

(E) CONCRETE OVER METAL

FLOOR DECK, SEE PLAN

1/2"x24" DBA WHERE EMBED

PLATE OCCURS

CHIP DOWN OR CORE

DRILL AT (E) OPENING

TO (E) EMBED PLATE

MASONRY INFILL

NO SCALE

528896-21 250382_S501-06

TYPICAL DECK BEARING AT INTERIOR MASONRY WALL

AT SAWCUT OPENING

(E) MASONRY WALL,

SEE PLAN

(E) EMBED PL

(E) CONCRETE OVER METAL

FLOOR DECK, SEE PLAN

(E) DECK BRG

CHIP DOWN (E) WALL 4" AND

GROUT WITH NON-SHRINK

GROUT. DO NOT CUT (E)

HORIZONTAL REINFORCING

OR (E) EMBED PLATES WITHOUT

APPROVAL OF ENGINEER

BEFOREHAND

NO SCALE

133176-00

250382_S501-08

TYPICAL EXISTING JOIST REINFORCING DETAIL

> 6"

(E) STEEL JOIST, SEE PLAN

P = CONCENTRATED LOAD

ADDITIONAL DIAGONAL WEB

MEMBER. L3x3x1/4 MIN

ON EACH SIDE OF OPEN

WEB STEEL JOIST

P = CONCENTRATED LOAD

3/16

TYP

NO SCALE

8/S501, SIM

133176-01

250382_S501-09

TYPICAL HANGING MECHANICAL UNIT SUPPORT DETAIL

L2x2x3/16 FROM TOP

CHORD BEARING JOINT TO

NEAREST BOTTOM CHORD

PANEL JOINT. SEE DETAIL

ANGLE BRACE L2x2x3/16

SPACER PLATE

HANGING ROD, SEE MECH

(E) STEEL JOIST

NOTE: WHERE MECHANICAL

UNIT WEIGHS LESS THAN 300

lbs. USE 'UNISTRUT' TO

SUPPORT THE UNIT INSTEAD

OF û ë5x3x1/4.

û ë5x3x1/4 (LLV)

(E) CONCRETE OVER METAL

DECK

NO SCALE

STANDARD ADHESIVE EMBEDMENT SCHEDULE

5 5/8"

6 3/4"

4 1/2"

3 3/8"

REBAR DOWEL

(THREADED ROD SIZE)

#4 (1/2")

#3 (3/8")

#6 (3/4")

#5 (5/8")

USE "STANDARD ADHESIVE"

PER "POST INSTALLED

ANCHORS" SECTION OF THE

GENERAL STRUCTURAL

NOTES

REBAR DOWEL/THREADED

ROD, SEE DETAILS

MIN EMBEDMENT INTO CONCRETE OR

GROUTED MASONRY

MINIMUM EMBED

STANDARD ADHESIVE EMBEDMENT NOTES:

1. SPECIFIC EMBEDMENTS, NOTES AND DETAILS IN DRAWINGS SHALL GOVERN OVER THIS SCHEDULE.

2. HOLE DIAMETER SHALL BE DOWEL/ROD DIAMETER PLUS 1/8". FOLLOW MANUFACTURER'S INSTRUCTIONS FOR

HOLE PREPARATION.

3. PROVIDE A 3" MINIMUM EDGE DISTANCE TO CENTER OF HOLE.

4. CONTACT STRUCTURAL ENGINEER IF MINIMUM EMBEDMENTS INDICATED ABOVE ARE NOT ACHIEVABLE.

5. SEE "POST INSTALLED ANCHORS" SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

BHB PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

DETAILS

S501

August 8, 2025

CONSTRUCTION DOCUMENTS

250382

S U

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3/4" = 1'-0"7

STANDARD ADHESIVE EMBEDMENT SCHEDULE

1 8/08/2025 PERMIT REVIEW

1 1

8/08/2025

AT LINTEL ONLY:

PROVIDE MC12x31

STEEL CHANNEL WITH

PL 1/4"x7"xCONT.

S501

AT LINTEL ONLY:

PROVIDE MC12x31

STEEL CHANNEL WITH

PL 1/4"x7"xCONT.

STRUCTURALBHB

2766 South Main Street

Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

FLOOR PLAN GENERAL NOTES

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

RE: G201 for Fixture Mounting Heights.

RE: G501 for Interior Wall Types and Typical Details

RE: A401 for Interior Wall Elevations

RE: A601 for the Door & Finish Schedules & Details

RE: LF0.01 - LF4.02 for Labratory Furnishings

Rated Construction: Provide as shown on the plans, the Life Safety Plans and elsewhere in the documents. Seal penetrations with systems applicable to the application and that have UL or other testing agency certifications.

Keynotes: Not all keynotes apply to this sheet.

Keynotes from record drawings used in backgrounds are not applicable.

D E F G H J K L

S3BX

3' -6

3 1/2"3 5/8"

G501

ACP2 - 24" X 48"

NEW ACOUSTICAL CEILING PANEL

LIGHT FIXTURES

SEE ELECTRICAL

LEGEND - REFLECTED CEILING PLANS

MECHANICAL DIFFUSERS

SEE MECHANICAL

GB1 - NEW PAINTED GYPSUM BOARD

RL1 - DUAL MANUAL ROLLER SHADE WITH BLACK OUT

BASIS OF DESIGN:

MANF: MECHO

STYLE: SOHO ELAVATE, 3% OPEN

COLOR: SLATE

RL2 - MANUAL ROLLER SHADE

BASIS OF DESIGN:

MANF: MECHO

STYLE: SOHO ELAVATE, 3% OPEN

COLOR: SLATE

D E F G H J K L

1st Floor walls shown for coordination (gray solid lines)

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.

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

Material Disposal: Legally dispose of all demolished or removed existing material, unless noted otherwise.

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.

Protect all existing conditions that remain during phased construction and/or 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:

Submit openings not shown on the structural drawings to the Structural Engineer for review prior to drilling.

PROJECT GENERAL REMODEL NOTES

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

A M

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

BASEMENT &

1ST FLOOR

REMODEL PLANS

A101

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

S U

U S

N C

E C

E N

T E

R C

H E

T R

Y L

A B

S R

E F

R E

S H

W E

S T

S C e d a r C it y U ta h

D F

C M

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

FIRST FLOOR REFLECTED CEILING PLAN (PARTIAL PLAN)

KEYNOTES - CEILINGS

1 Existing overhead power track. Remove & reinstall to accommodate new overhead utility, see MEP drawings

3 New lay-in suspended ceiling panel system

4 New 24"x24" ceiling access panel, paint to match existing painted gyp. bd. ceiling

5 New above ceiling electrical route (power & telecom) see electrical. Core-drill walls, and carefully remove & reuse ceiling panels for access when applicable.

6 Electrical route is vertical to the new chase @ 1st Floor. Core-drill 1st Floor slab to accommodate

7 Electrical route is above ceiling and extends vertical @ 2nd Floor. Core-drill 2nd Floor slab to accommodate

8 Patch & repair gyp. bd. to accommodate utility crossing. Repaint to match existing

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

BASEMENT REFLECTED CEILING PLAN (PARTIAL PLAN)

August 8, 2025

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2025

F E

FLOOR PLAN GENERAL NOTES

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

RE: G201 for Fixture Mounting Heights.

RE: G501 for Interior Wall Types and Typical Details

RE: A401 for Interior Wall Elevations

RE: A601 for the Door & Finish Schedules & Details

RE: LF0.01 - LF4.02 for Labratory Furnishings

Keynotes: Not all keynotes apply to this sheet.

Keynotes from record drawings used in backgrounds are not applicable.

D E F G H J K L

20'-7" 3'-4" 3'-1 3/4"

8'-4 1/8"

26'-0 5/8"

1'-9 5/8" +/-

Room

4A 22

224B

222B

4' -7

3' -0

(Dim: face of gyp. bd )

42'-0"

(Dim: face of gyp. bd )

42'-0"

28'-0" 24'-0" 24'-0" 24'-0" 12'-0" 10'-0"

112'-0"

'-0

1'-0" Existing exterior wall assembly

Existing gyp. bd.

& furring1 5/8"

5/ 8"

Existing CMU

Existing gyp. bd.

& furring

26'-0 5/8" +/-

24'-0" 24'-0" 24'-0" 24'-0"

12'-0"

2'-7 1/2"

Existing gyp. bd.

& furring

4" 8"

4' -4

8'-4 1/8"3'-4"7'-4"

8'-9" 4'-6"

S31A

S6A

S 3B

S3A

3'-0"

4'-6" 8'-9"

S31A

S61A

S 3B

S3A

WB17 WB17

S3BX

1' -0

4' -0

2 M

A401

B4A401

A401

G501

D E F G H J K L

9'-4" 9'-4" 9'-4"

8'-10"

G501

RL2 RL1RL1RL1

ACP2 - 24" X 48"

NEW ACOUSTICAL CEILING PANEL

LIGHT FIXTURES

SEE ELECTRICAL

LEGEND - REFLECTED CEILING PLANS

MECHANICAL DIFFUSERS

SEE MECHANICAL

GB1 - NEW PAINTED GYPSUM BOARD

RL1 - DUAL MANUAL ROLLER SHADE WITH BLACK OUT

BASIS OF DESIGN:

MANF: MECHO

STYLE: SOHO ELAVATE, 3% OPEN

COLOR: SLATE

RL2 - MANUAL ROLLER SHADE

BASIS OF DESIGN:

MANF: MECHO

STYLE: SOHO ELAVATE, 3% OPEN

COLOR: SLATE

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.

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

Material Disposal: Legally dispose of all demolished or removed existing material, unless noted otherwise.

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.

Protect all existing conditions that remain during phased construction and/or 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:

Submit openings not shown on the structural drawings to the Structural Engineer for review prior to drilling.

PROJECT GENERAL REMODEL NOTES

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

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

NO.

ISSUE

Confidentiality Notice:

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

A M

A u to d e s k D o c s

U U

C h e m is tr y L a b s R e fr e s h

S U

U C h e m -L a b

.r v t

SECOND FLOOR

REMODEL PLANS

A102

August 8, 2025

CONSTRUCTION DOCUMENTS

2025517

S U

U S

N C

E C

E N

T E

R C

H E

T R

Y L

A B

S R

E F

R E

S H

W E

S T

S C e d a r C it y U ta h

D F

C M

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

SECOND FLOOR PARTIAL PLAN

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

SECOND FLOOR PARTIAL REFLECTED CEILING PLAN

KEYNOTES - FLOOR PLANS

1 New door & frame within existing gyp. bd. wall assembly; patch, repair & repaint gyp.

bd. to accommodate (both sides of wall)

2 New door & frame within existing CMU wall assembly; patch, repair & repaint to accommodate (both sides of wall)

3 New floor drain, core-drill slab to accommodate, see plumbing dwgs.

4 Provide sign at/near splash: "As directed by the Cedar City Pretreatment Coordinator, the discharge of any chemicals in drain/sewer system is prohibited.

5 CFCI 5lb ABC surface mounted fire extinguisher

6 Install owner supplied emergency kit signage to the face of the cabinet

KEYNOTES - CEILINGS

1 Existing overhead power track. Remove & reinstall to accommodate new overhead utility, see MEP drawings

3 New lay-in suspended ceiling panel system

4 New 24"x24" ceiling access panel, paint to match existing painted gyp. bd. ceiling

5 New above ceiling electrical route (power & telecom) see electrical. Core-drill walls, and carefully remove & reuse ceiling panels for access when applicable.

6…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 29, 2025.