2-SJSD MHS Security Upgrades - CDs - 02.06.2026.pdf

PDF 13 MB Posted Feb 11, 2026

Attached to: NS26-90 San Juan School District - Monticello High School Security Upgrades
Solicitation number: NS26-90
Issued by: Tooele County, Utah

About this file

Written by GovTribe AI · Feb 13, 2026

This file comprises construction documents for the Monticello High School Security Upgrades project being procured by the San Juan School District in Utah. The project encompasses comprehensive security improvements including a secure vestibule, access control systems, fire alarm upgrades, electrical and mechanical work, and audio-visual systems across the facility's first floor. The procurement includes responses due March 5, 2026, at 2:00 PM through the U3P system, with a mandatory pre-bid conference scheduled for February 25, 2026, at 9:00 AM and a questions deadline of March 3, 2026, at 4:00 PM. The construction documents include detailed architectural, structural, mechanical, plumbing, and electrical drawings spanning multiple disciplines with specifications for materials, finishes, fire ratings, accessibility standards, and installation requirements.

The documents establish comprehensive technical requirements across all trades, including structural modifications to existing masonry walls, installation of new HVAC systems with VAV boxes and controls, plumbing systems for restrooms, electrical distribution with panelboard schedules, lighting controls with occupancy sensors, fire alarm integration, access control systems with card readers and electronic strikes, and audio-visual systems including classroom displays and intercom components. Special emphasis is placed on ADA compliance, fire-rated assemblies, seismic design considerations per Seismic Design Category B standards, and coordination between mechanical, electrical, and security systems. The documents reference existing building conditions requiring field verification, include multiple bid alternates for mechanical and plumbing configurations, and specify quality assurance requirements with special inspections for welding, concrete placement, and masonry construction. All work must comply with the 2021 International Building Code, current electrical codes, and accessibility standards, with construction phasing coordinated to maintain operational continuity at the school facility.

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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 Remodeled area: B, E Existing Areas: A, B, E, S-1

Separation of Occupancies Non-separated

Construction Type IIB

Sprinkled No

Building Height Allowable Height (Stories/Feet) 2/55' Actual Building Height (Stories/Feet) 1/20'

Building Area (insert floors as needed) 1st Floor 89,800

Allowable Building Area Calculation Not Applicable (Existing building with no increase in square footage and no change in Occupancy)

Fire-Resistance Ratings for Building Elements (IBC Table 601) Construction Type: IIIB 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: 5B

Delegated Design:

• 034500 - Precast Architectural Concrete (ARL)

• 054000 – Cold-Formed Metal Framing (ARL)

• 055213 - Pipe and Tube Railings (ARL)

• 074213.23 - Metal Composite Material Wall Panels (ARL)

• 077200 – Roof Accessories (ARL)

• 084113 - Aluminum-Framed Entrances and Storefronts

• 084413 - Glazed Aluminum Curtain Walls (ARL)

• 088000 – Glazing

• 101416 – Plaques (ARL)

• 101419 - Dimensional Letter Signage (ARL).

• 102800 - Toilet Bath and Laundry Accessories.

• 102113.17 - Phenolic-Core Toilet Compartments

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

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

Building Codes: Comply with requirements of the adopted editions of the international code council 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:

• Exterior Cladding

• Interior Nonbearing Walls

• Exterior Nonbearing Walls

• Interior Veneer

• Exterior Veneer

• Anchorage of Raised Access Floors Per Section 1705.12.7 (in Seismic Design Category D, E, or F):

• Storage Racks 8 Feet or Higher Per Section 1705.14:

• Sprayed Fire-resistant Materials Per Section 1705.15:

• Mastic and Intumescent Fire-Resistant Coatings applied to structural elements and decks Per Section 1705.16:

• Application of Exterior Insulation and Finish Systems (EIFS)

Deferred Submittals:

• Automatic Fire Sprinkler System

• Fire Alarm

• Interior Demountable Partition System

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

• Guards and Handrails

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.

Masonry:

Bullnose Corners: Provide bullnose corners on outside corners. Typical at all interior masonry walls.

Interior Masonry Hidden from View: Provide masonry units of same quality and color where hidden from view by objects that can change (e.g. cabinets, tackboards, whiteboards, etc.). Masonry above ceilings and hidden from view may, with the Architect’s approval incorporate factory seconds and/or other colors provided structural integrity of the walls is not compromised.

PROJECT GENERAL NOTES

Attachment to Steel Deck:

Do not use steel deck that doesn’t have concrete fill to support loads from plumbing, fire sprinklers, HVAC ducts, light fixtures, architectural elements or equipment of any kind, unless specifically noted otherwise. Lightweight acoustical ceilings with a total weight per wire not exceeding 50 pounds may be hung from the steel roof deck. Stagger hangers to distribute the load over multiple deck flutes.

Steel deck with concrete fill may be used to support loads of up to 500 pounds from plumbing, fire sprinklers, HVAC ducts, light fixtures, architectural elements and miscellaneous equipment.

Distribute loads such that the average load does not exceed 50 lbs/sq.ft. and not more than 500 pounds is located on any single deck flute span between support beams. Attachments to steel deck with concrete fill shall engage the concrete, and shall be approved for use in cracked concrete.

Attachment to Open Web Steel Joists and Girders:

All concentrated loads greater than 100 pounds and not meeting the requirements of the paragraph below shall be located within 6 inches of the joist or girder panel points or the joist or girder shall be reinforced with an additional web member. Refer to the general structural notes and the “typical detail at additional concentrated point load” on the structural drawings.

Concentrated point loads, single or multiple, totaling 100 pounds or less between panel points can be located at any point along the top or bottom chord of a joist or girder between adjacent panel points without meeting the requirements of the paragraph above, provided the loads are applied to the joist such that both angles of the bottom chord are equally loaded (i.e. no single beam clamps).

Joist bridging shall not be used to support hanging loads.

Bracing of miscellaneous items including mechanical, plumbing, conduit, architectural elements, etc. shall connect to the top chord of the joist or girder unless noted otherwise on the structural drawings.

Attachment to Steel Beams:

Bracing for seismic loads shall attach within 4” of the top flange of the beam, unless noted otherwise.

SHEET NUMBER

CONSULTANTS, INC.

Address Suite 100 City, State 12345 Telephone (123) 456-7890 www.consultant.com

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.

REAVELEY ENGINEERS

515 EAST 100 SOUTH, STE 1200

SALT LAKE CITY, UTAH 84102

PHONE: 801.486.3883

STRUCTURAL

OLSEN & PETERSON

CONSULTING ENGINEERING

14 EAST 2700 SOUTH

SALT LAKE CITY UTAH 84105

PHONE: 801.486.4646

MECHANICAL

ENVISION ENGINEERING

240 E. MORRIS AVE

SUITE 200

SALT LAKE CITY, UTAH 84115

PHONE: 801.534.1130

ELECTRICAL

MHTN Architects, Inc.

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

BID ALTERNATES

P M

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

S J S

D S c h o o l P ro je c ts

B la n d in g

E S

H S

R L

-M S

C E

S J H

S J S

D M

H S

S e c u re V e s ti b u le .r v t

G001

M O

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L L O

H S

C H

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S E

C U

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P G

R A

D E

S O

U T

E S

T M

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E L

L O

T A

S A

N J

U A

N S

C H

O O

L D

SAN JUAN SCHOOL DISTRICT

MONTICELLO HIGH SCHOOL - SECURITY UPGRADES

06 FEBRUARY 2026

148 SOUTH 200 WEST

MONTICELLO, UTAH 84535

CONSTRUCTON DOCUMENTS

INDEX SHEET

06 FEBRUARY 2026

CONSTRUCTON DOCUMENTS

2023554.01

GENERAL

G001 INDEX SHEET

G101 FIRST FLOOR LIFE SAFETY PLAN

G200 MOUNTING HEIGHTS & CLEARANCES

G201 MOUNTING HEIGHTS & CLEARANCES

G300 INTERIOR & EXTERIOR WALL TYPES

STRUCTURAL

SE001 GENERAL STRUCTURAL NOTES

SE002 GENERAL STRUCTURAL NOTES

SE003 LEGENDS & ABBREVIATIONS

SB101 FOOTING AND FOUNDATION PLAN

SB501 TYPICAL FOOTING & FOUNDATION DETAILS

SB601 CONCRETE SCHEDULES

SB602 REINFORCING SCHEDULES

SF101 ROOF FRAMING PLAN

SF201 WALL ELEVATIONS

SF511 TYPICAL ROOF FRAMING DETAILS

SF551 NEW WALL OPENINGS

ARCHITECTURAL

AD400 PARTIAL FIRST FLOOR DEMOLITION PLAN

A100 OVERALL FIRST FLOOR REFERENCE PLAN

A400 PARTIAL FIRST FLOOR PLAN

A401 PARTIAL FIRST FLOOR PLAN

A410 INTERIOR ELEVATIONS

A430 CASEWORK DETAILS

A600 DOOR SCHEDULE & DETAILS

A620 WINDOW TYPES & DETAILS

A640 FINISH SCHEDULE

A651 FIRST FLOOR PATTERN PLAN

A652 FIRST FLOOR PATTERN PLANS

A661 WALL PATTERNS

A700 REFLECTED CEILING PLAN

A701 REFLECTED CEILING PLAN

A710 CEILING DETAILS

MECHANICAL

M100 OVERALL MECHANICAL REFERENCE PLAN

MD101 ENLARGED OFFICE MECHANICAL DEMO PLAN

MPD101 ENLARGED OFFICE MECHANICAL PIPING DEMO PLAN

M101 ENLARGED OFFICE MECHANICAL PLAN

M102 ENLARGED MECHANICAL PLAN CONCESSIONS

M103 ENLARGED MECHANICAL PLAN ALT 1

MP101 ENLARGED OFFICE MECHANICAL PIPING PLAN

M501 MECHANICAL SCHEDULES

M601 MECHANICAL DETAILS

M602 MECHANICAL DETAILS

PLUMBING

P100 OVERALL PLUMBING REFERENCE PLAN

PD101 ENLARGED OFFICE PLUMBING DEMO PLAN

P101 ENLARGED OFFICE PLUMBING PLAN

P102 ENLARGED PLUMBING PLAN CONCESSIONS

P103 ENLARGED PLUMBING PLAN ALT 1

P501 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL

EG001 GENERAL NOTES AND SYMBOLS LISTS

ED100 OVERALL FIRST FLOOR DEMOLITION PLAN

ED101 PARTIAL FIRST FLOOR DEMOLITION PLAN

ED102 PARTIAL ELECTRICAL DEMO HOME ECON. PLAN

EL101 PARTIAL ADMIN LIGHTING PLAN

EL102 PARTIAL HOME ECON. RESTROOM LIGHTING PLAN

EL501 LIGHTING DETAILS

EL601 LIGHT FIXTURE SCHEDULE

EP100 OVERALL FIRST FLOOR ELECTRICAL PLAN

EP101 PARTIAL ADMIN POWER PLAN

EP102 PARTIAL HOME ECON. RESTROOM POWER PLAN

EP501 POWER DETAILS

EP601 EQUIPMENT & PANEL SCHEDULES

EY101 PARTIAL ADMIN SYSTEMS PLAN

EY102 PARTIAL HOME ECON. RESTROOOM SYSTEMS PLAN

EY501 SYSTEMS DETAILS

EY701 FIRE RISER DIAGRAM HORN ALARM SYSTEM

EY702 ACCESS CONTROL ONE LINE DIAGRAM & DETAILS

EY703 ACCESS CONTROL DOOR ROUGH-IN DETAILS

EA101 PARTIAL FIRST FLOOR AUDIO VISUAL PLAN

EA102 PARTIAL HOME ECON. RESTROOM A.V. PLAN

EI101 PARTIAL FIRST FLOOR INTERCOM PLAN

EI102 PARTIAL HOME ECON. RESTROOM INTERCOM PLAN

C.O.

C.O. C.O.

C.O.

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

DEAD END

(75 FT)

(20 FT)

(75 FT)

FIRE WALL - 2 HOUR

FIRE BARRIER - 1 HOUR

EXISTING BUILDING

AREA : USE UNCHANGED

AREA USE

150 SF 7 NSF

21A-3

ALT - 1 LAMINATED SECURITY FILM

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: G400 for floor/ceiling and roof/ceiling rated assemblies

RE: A600 for the Door Schedule and door ratings.

RE: A620 for Window Types and window 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

AREA FUNCTION (IBC TABLE 1004.1.2)

BUSINESS

2381 SF

150 GSF

BUSINESS

( 149 FT )

( 16 FT )

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.

P M

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

S J S

D S c h o o l P ro je c ts

B la n d in g

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H S

R L

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C E

S J H

S J S

D M

H S

S e c u re V e s ti b u le .r v t

FIRST FLOOR LIFE

SAFETY PLAN

G101

06 FEBRUARY 2026

CONSTRUCTON DOCUMENTS

2023554.01

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FIRST FLOOR LIFE SAFETY PLAN

RETURN TO INDEX

o r

4" M

A X

42" MIN

60" 8" TOE CLEARANCE

INSTALL BOTTOM OF TOILET

PARTITION AT 12" MAX AFF

TTD

8" T

O E

A R

A N

C E

32" MIN CLR

42" MIN.

A R

O R

S P

A C

56" MIN. WALL HUNG W.C.

59" MIN FLOOR MOUNT W.C.

56" MIN WALL HUNG W.C.

60" MIN FLOOR MOUNT W.C.

8" T

O E

A R

A N

C E

T B

N E

W B

TTD

LATCH APPROACH

42" MIN

60" MIN

7" M

A X

E Q

TTD 32

60" MIN

30" MIN

W A

U N

G W

17"

CLEAR FLOOR SPACE

NO ENCROACHMENT BY OTHER

FIXTURES OR NON TOILET ACCESSORIES

15" MIN

. F

O R

M O

U N

T W

T B

E W

T T

12" 42" MIN

40"

54" MIN

7" - 9"

17" PREFERRED

16" - 18"

24" MIN 12" MIN

(1 8"

R E

F E

R R

E D

W A

H U

N G

SEAT HEIGHT

36" MIN

FLUSH

VALVE ON

OPEN SIDE

OF FIXTURE

T.O. GRIPPING

SURFACE

IN 28

ELONGATED RIM

ACCESSIBLE

URINAL

NON-ACCESSIBLE

URINAL

M A

6" MIN

MIN

13 1/2"

36" 36"

18" MIN

M A

48" MIN (EXIST BLDG)

52" MIN (NEW BLDG)

36" CLEAR

18"

CLEARANCE

AREA

A R

3" M

A X

2 1/2" MAX

22" - 23"

BACK WALL

S E

A T

W A

C O

N T

R O

L W

4" MAX

ADJUSTABLE HAND-

HELD SHOWER HEAD

WITH 59" (MIN) HOSE ON

VERTICAL SLIDE BAR

GRAB BAR (TYP)

CONTROL AREA

C L

PLAN VIEW SEAT PLAN VIEW ELEVATION VIEW

T .O

. S E

A T

15"

SEAT

M A

3" MIN / 6" MAX

SEAT CL

S E

A T

E Q

15" - 16"

2" M

A X

6' -6

M E

N S

, 6 '-0

W O

M E

N S

4" M

A X

T .O

. B A

6" MAX

60" MIN

M A

CLEARANCE AREA

T .O

. S E

A T

ADJUSTABLE HAND-

HELD SHOWER

HEAD WITH 59" (MIN)

HOSE ON VERTICAL

SLIDE BAR

CONTROL AREA

PLAN VIEW BACK WALL ELEVATION VIEW

M A

BACK WALL

S E

A T

W A

E W

16" MIN

27" MAX

GRAB BAR (TYP)

T .O

. B A

ALIGN GRAB BAR

WITH SEAT EDGE6'

-6

E N

S , 6

'-0

O M

E N

4" M

A X

SEAT PLAN VIEW

2" M

A X

3" M

A X

2 1/2" MAX

15" MIN - 16" MAX

3" MIN / 6" MAX

VERTICAL GRAB BAR

"TTD

SNDU

T .O

. S E

T T

36"

42" MIN

o r

4" M

A X

68" MIN

TTD

NOTE: APPLICABLE AT

STALLS WHERE WALL

OR PARTITION EXTENDS

BELOW THE TOE

CLEARANCE (12" AFF).

32" MIN CLR

42" MIN.

A R

O R

S P

A C

E17

56" MIN. WALL HUNG W.C.

59" MIN FLOOR MOUNT W.C.

T B

N E

W B

60" MIN

TTD NOTE: APPLICABLE AT

STALLS WHERE WALL

OR PARTITION EXTENDS

BELOW THE TOE

CLEARANCE (12" AFF).

T T

30"

36" CLEAR

2"4" MIN

CLEAR

30" MIN

E W

T B

CLEAR

FLOOR SPACE

6" M

36" 36"

6" M

A X

MOUNTING HEIGHTS & CLEARANCES

GENERAL NOTES

Diagrams on this sheet incorporate the ADA Standard, 2010 edition and ICC/ANSI A117.1, 2009 edition requirements for accessibility. The most restrictive requirement is shown where the two standards differ.

The purpose of this sheet is to provide general clearance, size and mounting height dimensions. If other drawings provide different information, that doesn’t violate the accessibility standards, that information shall govern, however, nothing shown herein shall supersede the requirement of the standards listed above, nor of the IBC.

Prior to installation, coordinate toilet and bath accessory mounting heights with manufacturer's recommended heights and adjust as required to comply with ADA & ANSI requirements.

Where the accessibility standards indicate ranges of dimensions, or minimum or maximum dimensions, the dimensions on this sheet have been modified to indicate the preferred or the most restrictive of the dimensions. Where it is impractical to comply with a dimension, the dimension may be adjusted after review with the Architect and, provided the proposed change does not violate the accessibility standards.

Dimensions shown herein indicate face of wall, floor, ceiling and other building elements.

6" MAX

60" MIN

6" M

A X

CLEARANCE AREA

ADJUSTABLE

HAND-HELD

SHOWER HEAD

WITH 59" (MIN)

HOSE ON

VERTICAL SLIDE

BAR

CONTROL AREA

PLAN VIEW BACK WALL ELEVATION VIEW

M A

BACK WALL

E W

GRAB BAR (TYP)

T .O

. B A

6' -6

M E

N S

, 6 '-0

W O

M E

N S

SEAT PLAN VIEW

36" MIN

FRONT WALL

2" M

A X

6" M

A X

1 1/2" MAX

24" MIN

6" MAX

15" MAX

SIDE WALL ELEVATION VIEW

M A

16" MIN

27" MAX

T .O

. B A

T .O

. S E

A T

7" M

A X

E Q

A R

TTD

60" MIN

LATCH APPROACH

42" MIN

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.

P M

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

S J S

D S c h o o l P ro je c ts

B la n d in g

E S

H S

R L

-M S

C E

S J H

S J S

D M

H S

S e c u re V e s ti b u le .r v t

MOUNTING

HEIGHTS &

CLEARANCES

G200

06 FEBRUARY 2026

CONSTRUCTON DOCUMENTS

2023554.01

M O

N T

L L O

H S

C H

O O

S E

C U

Y U

P G

R A

D E

S O

U T

E S

T M

O N

E L

L O

T A

S A

N J

U A

N S

C H

O O

L D

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

ACCESSIBLE STALL PLAN

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

ACCESSIBLE STALL @ IN-SWING

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

AMBULATORY STALL PLAN

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

TOILET ROOM PLAN

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

ACCESSIBLE STALL MTG HEIGHTS

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

URINAL MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0" G200

TRANSFER TYPE SHOWER COMPARTMENT

SCALE: 1/2" = 1'-0" G200

STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT

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

NON-ACC STALL MTG HEIGHTS

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

NON-ACCESSIBLE STALL PLAN

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

ACCESSIBLE STALL PLAN @ WALLS

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

STALL PLAN @ WALLS, IN-SWING

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

NON-ACC STALL @ WALLS

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

URINAL PLAN

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

ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT

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

AMBULATORY STALL PLAN @ WALLS

18" MIN

FRONT APPROACH - PULL SIDE

NOTE: DOORS IN ALCOVES GREATER THAN 8"

DEEP TO FACE OF DOOR, SHALL COMPLY W/

CLEARANCES FOR FRONT APPROACHES.

T B

E W

LATCH ARE PROVIDED

12" MIN IF CLOSER &

FRONT APPROACH - PUSH SIDE

(5 4"

(OR 42" MIN AND...)

36" MIN

HINGE APPROACH - PULL SIDE

Y = 48" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED.

22" MIN

HINGE APPROACH - PUSH SIDE

24" MIN

LATCH APPROACH - PULL SIDE LATCH APPROACH - PUSH SIDE

NOTE: Y = 48" MIN IF

CLOSER IS PROVIDED

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

24" MIN

SIDE APPROACH

48" MIN (EXIST BLDG)

52" MIN (NEW BLDG)

FRONT APPROACH

T B

E W

30" MIN

M A

DISHWASHER DOOR, WHERE APPLICABLE,

CAN'T ENCROACH IN CLEAR FLOOR SPACE

TACKBOARD /

CHALKBOARD /

WHITEBOARD

FIRE

EXTINGUISHER

CABINET

AUTOMATIC DOOR

OPERATOR

PERMANENT ROOM SIGN

(VISUAL & RAISED CHARACTERS W/ BRAILLE)

TACKBOARD / CHALKBOARD /

WHITEBOARD

(ELEMENTARY SCHOOL ONLY)

FIRE

EXTINGUISHER

U N

WALL OR

POST

MOUNTED

OPERATOR

MEN

FINISH FLOOR LINE

M A

TO TACTILE LETTER

CENTERLINE

T O

N C

A X

F R

O M

O R

N E

O F

L O

W E

S T

R A

A R

A C

T E

M A

S E

E O

F H

E S

T R

R A

C T

E R

U N

S O

T H

E R

E Q

E D

N T

H E

T O

F B

R A

GRAB BAR

CLEARANCE

TOILET SEAT

COVER DISPENSER

SANITARY NAPKIN

VENDING UNIT

SURFACE MOUNT

SOAP DISPENSER

MIRROR W/

FRAME

HAND DRYERWASTE

RECEPTACLE

PAPER TOWEL

DISPENSER

COMBINATION PAPER

TOWEL DISPENSER /

WASTE RECEPTACLE

C E

N T

E R

O F

C E

N T

E R

O F

T O

P O

F O

P E

" 48

BABY CHANGING

STATION

C H

A N

G B

E D

T O

R E

C T

F A

C E

W H

E N

A B

O V

U N

T E

R O

R L

A V

C H

R E

N 'S

T O

T R

O O

T O

P O

F G

R F

A C

FINISH FLOOR LINE

CENTER

OVER TOILET

M A

ROBE HOOK

(ACCESSIBLE)

M A

X T

O C

O N

T R

M A

X T

O C

O K

E N

T S

M A

ROBE HOOK

(NON-ACCESSIBLE)

1 1/2" ACCESSORY

M A

DCS

PTWR

PTD

SNVU

SCD

M A

P R

E F

E R

WALL MOUNTED SHELF

WMS

SILICONE SEALANT AT

FLOOR

GLAZED WALL TILE:

• 4 1/4" X 4 1/4"

• PRICE GROUP 1

• BULLNOSE EDGES

@ PERIMETER

• INCREASE HEIGHT

AND WIDTH AS

REQUIRED

TO MINIMIZE CUTS

SERVICE SINK

4' -0

GLAZED WALL TILE

SURROUND

PLAN VIEW

ELEVATION VIEW

6' -0

MOP AND BROOM

HOLDER

2'-0" MIN

11" MIN

9" M

IN27

15" MIN

MIN

KNEE & TOE

CLEARANCE AT

ACCESSIBLE COOLER

FROM

FRONT OF

BASIN EDGE

BOTTLE FILL

ACTIVATION

SENSOR

S P

O U

T O

U T

H E

M A

X W

H E

H A

S P

O U

T O

U T

H E

P R

E F

E R

R E

D S

T A

N D

M A

5" MAX

M A

T O

T H

E H

E R

R C

O U

N T

E R

T O

R E

C T

F A

C E

W H

E N

A B

O V

U N

T E

R O

R L

A V

9" M

M A

17" MIN

NOTE: INSULATE EXPOSED

DRAIN & SUPPLY PIPING (NO

SHARP OR ABRASIVE

SURFACES BELOW LAVATORY)

MIN

11" MIN

KNEE & TOE

CLEARANCE @

ACCESSIBLE LAV

MOUNTING HEIGHTS & CLEARANCES

GENERAL NOTES

Prior to installation, coordinate toilet and bath accessory mounting heights with manufacturer's recommended heights and adjust as required to comply with ADA & ANSI requirements.

Dimensions shown herein indicate face of wall, floor, ceiling and other building elements.

FRONT LOADING

TOP LOADING

CLEAR FLOOR SPACE,

CENTERED ON THE APPLIANCE

24" MAX

OFFSET 24" MAX

FROM CENTER OF

DOOR OPENING

CLEAR FLOOR SPACE

MAXIMUM HEIGHT AT

FRONT LOAD

LAUNDRY EQUIPMENT:

15" TO 36" AFF TO

BOTTOM OF DOOR

MAXIMUM HEIGHT AT

TOP LOAD LAUNDRY

EQUIPMENT: 36" AFF

SCALE: 1/2" = 1'-0" G201

TOILET ROOM EQUIPMENT

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

LAVATORY MOUNTING HEIGHT

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

DRINKING FOUNTAIN DETAILS

SCALE: 1/2" = 1'-0" G201

MOUNTING HEIGHTS

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

SERVICE SINK

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

ACCESSIBLE PARALLEL SINK

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.

P M

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

S J S

D S c h o o l P ro je c ts

B la n d in g

E S

H S

R L

-M S

C E

S J H

S J S

D M

H S

S e c u re V e s ti b u le .r v t

MOUNTING

HEIGHTS &

CLEARANCES

G201

06 FEBRUARY 2026

CONSTRUCTON DOCUMENTS

2023554.01

M O

N T

L L O

H S

C H

O O

S E

C U

Y U

P G

R A

D E

S O

U T

E S

T M

O N

E L

L O

T A

S A

N J

U A

N S

C H

O O

L D

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

FRONT APPROACHES @ SWINGING DOORS

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

HINGE SIDE APPROACHES @ SWINGING DOORS

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

MANEUVERING CLEARANCES @ MANUAL DOORS

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

SINK APPROACHES AND CLEARANCE

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

CLEAR FLOOR SPACE @ LAUNDRY

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.

Glass-mat Tile Backing Board:

Where stud walls with tile finishes are scheduled, provide glass-mat tile backing board for the full height and width of the tile. Balance of wall to be gypsum board, UNO.

Water-resistant Gypsum Board:

Provide water-resistant gypsum board at walls in wet areas with non-tile finishes.

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 H - Metal CH Stud M - Concrete Masonry (CMU) B - Structural Clay Brick C - Concrete W - Wood

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" 4 - 4" 6 - 6" 8 - 8"

Brick and CMU:

Number indicates nominal thickness 4 - 3 5/8" 6 - 5 5/8" 8 - 7 5/8" 0 - 9 5/8" 2 - 11 5/8"

Concrete:

Number corresponds to thickness in whole inches 8 - 8" 0 - 10" 2 - 12"

Wood:

Number indicates nominal size of 2x framing 4 - 2 x 4 6 - 2 x 6 8 - 2 x 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

ROOF/FLOOR DECK

SOUND BATTS

SCHEDULED

MASONRY WALL

RE: STRUCTURAL

FOR WALL TO DECK

CONNECTION

R E

: S T

R U

C T

U R

A L

METAL STUD TRACK

ACOUSTICAL SEALANT

SCHEDULED WALL

SCHEDULED BASE

SOUND BATTS WHERE

SCHEDULED

SCHEDULED FINISH

METAL ROOF/FLOOR

DECK

DEFLECTION TRACK

SCHEDULED WALL

ACOUSTICAL SEALANT

1/ 2" 3/ 8"

PROVIDE SOUND BATTS WHEN

SCHEDULED IN THE WALL

SOUND BATTS WHERE

SCHEDULED

20 GAGE X WIDTH REQUIRED TO

ATTACH TO DECK X CONTINUOUS

GALVANIZED SHEET METAL - ATTACH

W/SCREWS EACH SIDE, SPACING TO

MATCH TRACK ATTACHMENT

SPACING; OMIT WHEN WALL RUNS

PERPENDICULAR TO THE FLUTES AND

SOUND BATTS ARE NOT REQUIRED

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

U N

METAL STUDS

GYPSUM BOARD AT TILE BASE;

TILE BACKER UNITS AT WALL

TILE

TILE BASE

BOND COAT

MORTAR BED

MORTAR BOND COAT

CONCRETE SLAB

WALL TILE WHERE SCHEDULED

FLOOR TILE

NOTE: NOT FOR

USE AT WET AREAS

LINE OF FLOOR

STRUCTURE

CONTINUOUS STEEL

RUNNER SET IN BED OF

CONTINUUS ACOUSTIC

SEALANT

5/8" TYPE "X" GYPSUM,

2 LAYERS EACH SIDE

CONTINUOUS ACOUSTICAL

SEALANT OVER BUTYL

BACKER ROD

BATT INSULATION

STC: 53-55, FSTC: 45-47

LINE OF STRUCTURE

DEFLECTION TRACK

5/8" TYPE "X" GYPSUM, 2

LAYERS EACH SIDE

CONTINUOUS

ACOUSTICAL SEALANT

BATT INSULATION

STC: 53-55, FSTC: 45-47

SCHEDULED MASONRY WALL

IF NO BASE IS SCHEDULED,

RAKE JOINT, RUN BEAD OF

SEALANT AFTER FLOORING

IS INSTALLED

SCHEDULED FLOORING

LINE OF FLOOR

STRUCTURE

CONTINUOUS STEEL

RUNNER SET IN BED OF

CONTINUUS ACOUSTIC

SEALANT

5/8" TYPE "X" GYPSUM

ONE SIDE (1 LAYER)

OTHER SIDE (2 LAYERS)

CONTINUOUS ACOUSTICAL

SEALANT OVER BUTYL

BACKER ROD

BATT INSULATION

STC: 48-50, FSTC: 40-42

LINE OF STRUCTURE

DEFLECTION TRACK

5/8" TYPE "X" GYPSUM

ONE SIDE (1 LAYER)

OTHER SIDE (2 LAYERS)

CONTINUOUS

ACOUSTICAL SEALANT

BATT INSULATION

STC: 48-50, FSTC: 40-42

MCM PANEL SYSTEM

R7.5 POLYISO, FOIL FACED

WRB, RIGID INSULATION

5/8" GYPSUM FIBERGLASS

SHEATHING

16 GA. 3-5/8" METAL STUD

5/8" GYPSUM BOARD

R18.6 MINIMUM CLOSED-CELL

SPRAY POLYURETHANE FOAM

INSULATION

MINERAL WOOL INSULATION CUT

TO FIT IN DECK FLUTE

FIRE CAULK TYPICAL

DEEP LEG DEFLECTION TRACK W/

INTEGRAL INTUMESCENT PAINT

COATING

S62A

NO PENETRATIONS THROUGH ROOF PER IBC 706.6

4'-0" NO PENETRATIONS 4'-0" NO PENETRATIONS

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.

P M

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

S J S

D S c h o o l P ro je c ts

B la n d in g

E S

H S

R L

-M S

C E

S J H

S J S

D M

H S

S e c u re V e s ti b u le .r v t

INTERIOR &

EXTERIOR WALL

TYPES

G300

06 FEBRUARY 2026

CONSTRUCTON DOCUMENTS

2023554.01

M O

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C H

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T A

S A

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U A

N S

C H

O O

L D

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

M8B 8" CMU 7 5/8" TO DECK 24'-0" D1/G300 E1/G300

S2AT TILE + 5/8" GYP BD + 2 1/2" MTL STUD 3 3/4" TO DECK 16'-6" D2/G300 E2/G300 OR E4/G300

Yes 40

S2AX 5/8" GB + 2 1/2" MTL STUD + 5/8" GB 3 1/8" TO DECK 12'-0" D2/G300 E2/G300 Yes 40

S3A 5/8" GB + 3 5/8" MTL STUD + 5/8" GB 4 7/8" TO DECK 16'-6" D2/G300 E2/G300 Yes 40

S3ART TILE + 5/8" GTB + 1/2" RESILIENT CHANNEL + 3 5/8" MTL STUD +

5/8" GB

6" TO DECK 16'-6" D2/G300 E4/G300 Yes 40

S3AT TILE + 5/8" GTB+ 3 5/8" MTL STUD + 5/8" GTB 5 1/2" TO DECK 16'-6" D2/G300 E4/G300 Yes 40

S3ATT TILE + 5/8" GTB + 3 5/8" MTL STUD + 5/8" GTB + TILE 6 1/8" TO DECK 16'-6" D2/G300 E4/G300 SIM Yes 40

S3ATX TILE + 5/8" GTB+ 3 5/8" MTL STUD 4 7/8" TO DECK 16'-6" D2/G300 E4/G300 Yes 40

S3B 5/8" GB + 3 5/8" MTL STUD + 5/8" GB 4 7/8" TO DECK 16'-6" No 37

S3BX 5/8" GB + 3 5/8" MTL STUD 4 1/4" TO DECK 15'-6" D2/G300 E2/G300 No

S6AT TILE + 5/8" GTB + 6" MTL STUD + 5/8" GB 7 3/4" TO DECK 24'-6" D2/G300 E4/G300 Yes 41

S31A 5/8" GB + 3 5/8" MTL STUD + 2 LAYERS 5/8" GB 5 1/2" TO DECK 16'-6" C4/G300 D4/G300 1 UL U419 Yes 41

S32A 2 LAYERS 5/8" GB + 3 5/8" MTL STUD + 2 LAYERS 5/8" GB 6 1/8" TO DECK 16'-6" C3/G300 E3/G300 2 UL U419 Yes 50

S61A 5/8" GB + 6" MTL STUD + 5/8" GB 7 1/4" TO DECK 24'-6" C2/G300 E2/G300 1 UL U419 Yes 41

SCALE: 3" = 1'-0"

WALL HEAD DETAIL

SCALE: 3" = 1'-0"

WALL BASE DETAIL

SCALE: 3" = 1'-0"

NON-RATED WALL HEAD DETAIL

SCALE: 3" = 1'-0"

RATED WALL HEAD DETAIL

SCALE: 3" = 1'-0"

FLOOR & BASE W/ TILED WALL

SCALE: 3" = 1'-0"

WALL BASE DETAIL

SCALE: 3" = 1'-0"

WALL HEAD DETAIL

SCALE: 3" = 1'-0"

MASONRY WALL BASE

SCALE: 3" = 1'-0"

WALL BASE DETAIL

SCALE: 3" = 1'-0"

WALL HEAD DETAIL

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

EXTERIOR WALL TYPE E1

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

FIRE WALL DETAIL

JUSTIN D.

NADAULD

No.

4859789-2203

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NAL

STRUCTURAL

E N

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STATE OF UTAH

SHEET NUMBER

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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.

02/06/2026

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S e c u re V e s ti b u le .r v t

GENERAL

STRUCTURAL

NOTES

SE001

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

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1. Design Criteria

1.1. Governing Building Code 2021 International Building Code (IBC) A. Risk Category III

1.2. Floor Live Loading

A. Classrooms 60 psf Live Load + 15 psf Partition Load B. Office 50 psf Live Load + 15 psf Partition Load C. Exit Facilities & Corridors 100 psf Live Load D. Mechanical Rooms 125 psf Live Load or actual weights, if larger

1.3. Roof Loading

A. Roof Live Load 20 psf B. Roof Snow Load 52 psf + Drift per IBC

1. Ground Snow Load, Pg 67 psf

2. Snow Exposure Factor, Ce 1.0

3. Importance Factor, Is 1.1

4. Thermal Factor, Ct 1.0 Roof

5. Slope Factor, Cs 1.0

C. Roof Rain Load Intensity:

1. 15-min duration/100-year return period, i15 4.74 inches per hour

2. 60-min duration/100-year return period, i60 1.98 inches per hour

1.4. Earthquake

A. Seismic Design Category B B. Spectral Response Accelerations:

SS = 0.179 g SDS = 0.191 g S1 = 0.057 g SD1 = 0.091 g

C. Site Class D (Default) D. Basic Seismic-Force-Resisting System Existing Intermediate Reinforced Masonry Walls

R = 3.5 Ω0 = 2.5 Cd = 2.25 E. Importance Factor, Ie 1.25 F. Redundancy Factor, ρ 1.0 G. Analysis Procedure Equivalent Lateral Force (Static) H. Seismic Design Coefficient, Cs 0.068

1.5. Wind

A. Basic Design Wind Speed, V 109 mph B. Velocity pressure exponent coefficient, Kd 0.85 C. Ground elevation factor, Ke 0.80 D. Exposure category C E. Internal Pressure Coefficient, GCpi 0.18 F. Topographic Factor, Kzt 1.0 G. Components and Cladding Design Pressure:

Design Wind Pressure - LRFD (psf)

Location Tributary Area (ft2)

< 10 50 200 > 500

Walls Within 8 ft 8 in of building corner 31.9 28.0 24.6 22.4

All other areas 27.1 25.2 23.5 22.4

Parapet Within 8 ft 8 in of building corner 50.8 44.2 38.5 34.7

All other areas 50.8 44.2 38.5 34.7

Location Tributary Area (ft2)

< 10 25 50 > 100

Roof

Within 7 ft 9 in. of building corner 50.2 46.5 43.7 40.9

Within 7 ft 9 in. of building edge 50.2 46.5 43.7 40.9

All other areas 39.6 36.7 34.5 32.4

1.6. Foundations

A. Presumptive Load-bearing value from 2021 IBC Table 1806.2.

B. Soil Bearing Pressure: 1500 psf on undisturbed natural soils. Do not bear on Mud, Organic Silt, Organic Clays, Peat, or

Un-Documented / Un-Prepared Fill Materials.

C. Increase for seismic or wind loading: 1.33 D. Frost Depth: 30 inches below grade E. Coefficient of Friction 0.35

1.7. Classification for Fire Rated Construction

A. For the purpose of determining fire-resistive assemblies, the following framing systems shall be considered unrestrained:

1. Open web steel framing members supporting metal decking.

2. Single span and simply supported end spans of multiple bays that are supported by bearing walls:

a. Steel beams supporting metal decking.

3. Interior spans of multiple bays supported by bearing walls:

a. Steel beams supporting metal decking.

B. All other steel floor and roof framing members shall be considered restrained.

2. Earthwork

2.1. Soil conditions shall be verified by the Geotechnical Engineer prior to placement of structural fill, floor slabs, and foundations.

If soil conditions exist that are different than the soils report, the Structural Engineer shall be notified to re-evaluate the foundation design at additional expense to the owner.

2.2. Clearing: Prior to placing fill or base course, non-engineered fill, topsoil, organics, debris, and other deleterious material shall be removed at least 3 feet beyond the perimeter of the proposed building and flatwork. As a minimum the entire building area shall be scraped to remove the top 4 inches of soil.

2.3. Proof Rolling: The natural undisturbed soil below all footings shall be proof rolled prior to placing concrete. Remove all soft spots and completely replace them with compacted structural fill.

2.4. Excavations that extend below ground water level shall be dewatered. The water level should be maintained below the base of the excavation during placement of fill or concrete. Free-draining gravel with less than 5% passing the Number 200 sieve should be used for fill or backfill below the original water level.

2.5. Vibratory Compaction: The natural undisturbed soil below all footings shall be compacted with vibratory compacting equipment in lifts not to exceed the equipment’s capacity prior to placing concrete. Remove all soft spots and replace with compacted structural fill.

2.6. Remove all unsuitable material from below footings and replace it with compacted structural fill down to suitable natural soils meeting the minimum thickness requirement as defined in the Foundations section of the General Structural Notes. Under no circumstances shall the footings be placed on unsuitable non-engineered fill, loose or disturbed soils, debris, frozen soils, or ponded water. The width of structural compacted fill shall be equal to the width of the footing plus one foot for each foot of fill thickness.

2.7. Compacted Structural Fill: Structural fill shall be provided at all locations and extents described by the TYPICAL COMPACTED STRUCTURAL FILL DETAIL. All fill material shall be a well-graded granular material with a maximum size less than 4 inches and with no more than 10% passing a Number 200 sieve. All fill shall be compacted to the percent in the table below of the maximum laboratory density as determined by ASTM D1557. The fill shall be compacted flat without ruts or dips below all floor slabs. All fill shall be tested (See Specifications and the Quality Assurance section of the GSN).

Fill to Support Compaction

Buildings and Foundations ≥ 95%

Concrete Flatwork & Floor Slabs ≥ 95%

Site Grading ≥ 95%

Retaining Wall Backfill ≥ 95%

2.8. It shall be the responsibility of the Contractor to brace and shore excavations as required.

3. Concrete

3.1. Materials shall comply with the Standards specified in American Concrete Institute (ACI) 318-19, “Building Code Requirements for Structural Concrete.”

A. Concrete mix design requirements shall be as follows:

Location f’c at 28 days

(psi)

Max W/C Ratio

Air Content

Max Aggregate

Size

Exposure Classes*

F S C W

Footings 3000 0.50 - 1” F0 S0 C0 W1

Interior Slabs on Grade 3000 - - 1” F0 S0 C0 W0

Walls 4000 - - ¾” F0 S0 C0 W0

Piers 4000 - - ¾” F0 S0 C0 W0

All other site cast concrete 4500 0.45 6 1” F2 S0 C1 W1

* Exposure Classes are per ACI 318, Section 19.3.1.1, where F, S, C and W are exposure categories for freezing and thawing, sulfate, and corrosion protection of reinforcement, and contact with water, respectively.

B. Cementitious Materials:

1. Blended Hydraulic Cements (ASTM C595):

a. Type IL, or approved equivalent, for exposure class S0.

2. Portland Cement (ASTM C150)

a. Type I or II for exposure class S0.

3. Fly Ash (ASTM C618, Class C, F, or N): maximum fly ash content as a percentage of total weight of cementitious materials shall be 25 percent.

C. Aggregates:

1. For concrete with exposure class W1, evidence shall be submitted that aggregates comply with the following:

a. Aggregates are not alkali-silica reactive or measures to mitigate alkali-silica reactivity have been established.

b. Aggregates are not alkali-carbonate reactive.

D. Concrete Density (Maximum Air-Dry Weight):

1. Normal weight concrete shall be approximately 145 to 155 pounds per cubic foot. Aggregate shall be ASTM C33.

E. Steel Reinforcement:

1. ASTM A615 Grade 60, fy = 60,000 psi min. unless noted otherwise.

a. .

F. Admixtures:

1. Air-entraining admixtures, comply with ASTM C 260 (when used).

a. Tolerance on air content as delivered shall be +/- 1.5%.

b. When air content of a trowel finished floor slab exceeds 3%, there is an increased risk for delaminations and blistering to occur. When this situation is present, the Contractor shall pay special attention to the finishing procedures to help minimize such risks. Refer to ACI 302.1R-15 "Guide for Concrete Floor and Slab Construction" for proper finishing guidelines.

2. The use of super plasticizers and water reducers is allowed, but not…

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