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

PDF 26 MB Posted Feb 11, 2026

Attached to: NS26-91 San Juan School District - Albert R Lyman Middle School Security Upgrades
Solicitation number: NS26-91
Issued by: Tooele County, Utah

About this file

Written by GovTribe AI · Feb 13, 2026

This is a Construction Documents package for the San Juan School District's Albert R Lyman Middle School Security Upgrades project located at 525 North 100 East, Blanding, Utah 84511. The project involves security upgrades including a secure vestibule addition to the existing middle school building. The scope of work includes demolition of existing structures, construction of new classroom and entry additions totaling approximately 4,177 square feet, site grading and drainage improvements, paving and sidewalk work, utility connections, and associated mechanical, plumbing, and electrical systems. The total existing building area is approximately 60,686 gross square feet, with additions bringing the final total to 64,863 gross square feet. The project is classified as Occupancy Group B (business/administrative) for the addition and remodeled areas, with existing areas including Groups A, B, E, and S-1. The pre-bid conference is scheduled for February 25, 2026 at 11:30 AM with registration deadline of February 24, 2026 at noon. Questions must be submitted by March 3, 2026 at 4:00 PM, and bids are due March 5, 2026 at 2:00 PM, with submission through the U3P portal. The bidding documents are issued by San Juan School District, and the contract award information will be available directly from the district rather than through the Division of Purchasing.

The construction documents establish applicable codes including the 2021 International Building Code, 2023 National Electrical Code, and ADA Standards for Accessible Design (2010 edition). The project utilizes Construction Type IIB and IIIB construction with no sprinkler system for certain areas. Site improvements include erosion control measures, stormwater management with a Stormtech subsurface retention system designed for 4,560 cubic feet of required volume, concrete flatwork and waterways, asphalt paving, landscaping, and utility infrastructure including curb inlets and drain piping. The documents contain detailed specifications for interior wall types with sound attenuation requirements, finishes, casework, door and window schedules, reflected ceiling plans, and mounting heights for accessibility compliance. Delegated design items are identified for precast architectural concrete, metal framing, railings, metal composite wall panels, roof accessories, aluminum entrances, storefronts, curtain walls, glazing, and signage. Structural engineering, mechanical, plumbing, and electrical design are provided by various consulting firms including Reaveley Engineers, Olsen & Peterson Consulting Engineering, and Envision Engineering.

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PROJECT DATA

CIVIL RIGHTS

ADA Standards for Accessible Design, 2010

APPLICABLE CODES

International Building Code, including Appendix 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, Perscriptive/Trade-Off/Energy Cost Budget ICC/ANSI A117.1, 2009 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 Addition: B Remodeled area: B Existing Areas: A, B, E, S-1

Separation of Occupancies Non-separated

Construction Type IIB & IIIB

Sprinkled No

Building Height Allowable Height (Stories/Feet) 55'/2 Stories Actual Building Height (Stories/Feet) 16'/1 Story (addition)

Building Area/Allowable Building Area Total Existing: +/-60,686 GSF Total Additions: 495 (ENTRY) GSF + 3,682 (CLASSROOM) GSF Total Final: 64,863 GSF

Allowable Building Area Calculation See sheet G100 - CODE ANALYSIS AND BUILDING AREA PLAN

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 & Associated Secondary Members 0

Fire-Resistance Ratings for Building Elements (IBC Table 601) Construction Type: IIIB Primary Structural Frame 0 Exterior Bearing Walls 2 Interior Bearing Walls 0 Exterior Non-Bearing Walls 0 Interior Non-Bearing Walls 0 Floor Construction & Associated Secondary Members 0 Roof Construction & Associated 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

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

DB DECK BEARING ELEVATION

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

FT FOOT, FEET

GA GAUGE, GAGE

GI GALVANIZED IRON

GLULAM GLUED-LAMINATED TIMBER

GYP BD GYPSUM BOARD

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

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

QTY QUANTITY

RD ROOF DRAIN

RE: REFER TO

REINF REINFORCE, REINFORCING

REQD REQUIRED

REF REFRIGERATOR

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RV ROOF VENT

SF SQUARE FEET

SIM SIMILAR

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

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

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

QUALIFIER, IF NEEDED

FIRE RATING, IF NEEDED

CORE THICKNESS

CORE MATERIAL

THICKNESS (MIL), IF OTHER

THAN 30 MIL (20 GA)

STUD SPACING,

IF OTHER THAN 16" OC

EXTERIOR WALL TYPE

ROOF TYPE

FLOOR TYPE

HEIGHT & STC

ST2 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

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 Interior Nonbearing Walls

Deferred Submittals:

• Fire Alarm, including CO detection, where required

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.

Occupancy: Occupancy of this project is prohibited until a final inspection is conducted by the Office of the State Fire Marshal. A minimum of 3-day notice shall be given for this inspection.

PROJECT GENERAL NOTES

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

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

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

CIVIL LANDSCAPE

JOHANSEN & TUTTLE

ENGINEERING

90 SOUTH 100 EAST

PO BOX 487

CASTLE DALE, UTAH 84513

PHONE: 435.381.2523

MHTN ARCHITECTS, INC.

280 SOUTH 400 WEST

SUITE 250

SALT LAKE CITY, UTAH 84111

PHONE: 801.595.6700

BID ALTERNATES:

P M

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

J S

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

B la n d in g E

M H

A R

L -M

M C

E S

J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

G001

A L B

E R

T R

L Y

M A

N M

L E

S C

H O

O L

S E

C U

Y U

P G

R A

D E

N o rt h

E a s t, B la n d in g

U ta h

S A

N J

U A

N S

C H

O O

L D

SAN JUAN SCHOOL DISTRICT

ALBERT R LYMAN MIDDLE SCHOOL SECURITY UPGRADES

06 FEBRUARY 2026

525 North 100 East, Blanding, Utah 84511

CONSTRUCTION DOCUMENTS

INDEX SHEET

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

GENERAL

G001 INDEX SHEET

G100 CODE ANALYSIS AND BUILDING AREA PLAN

G101 CODE ANALYSIS AND LIFE SAFETY PLAN

G200 MOUNTING HEIGHTS & CLEARANCES

G201 MOUNTING HEIGHTS & CLEARANCES

G300 EXTERIOR WALL, INTERIOR WALL, FLOOR AND ROOF TYPES

CIVIL

CG001 EXISTING AND DEMOLITION PLAN

CG002 EROSION CONTROL PLAN

CG101 GRADING PLAN

CG102 GRADING PLAN

CG500 GENERAL NOTES AND EROSION CONTROL DETAILS

CP101 PAVING PLAN

CP102 PAINTING AND SIGNAGE PLAN

CP501 SITE DETAILS

CP502 SITE DETAILS

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 STORMTECH DETAILS

LANDSCAPE

AS100 OVERALL SITE PLAN

AS101 BID ALTERNATE 1

AS300 STAIR AND RAMP SECTIONS

AS500 SITE DETAILS

LI100 OVERALL IRRIGATION PLAN

LI500 IRRIGATION DETAILS

LP100 OVERALL LANDSCAPE PLAN

LP101 BID ALTERNATE 1

LP500 LANDSCAPE DETAILS

STRUCTURAL

SE001 GENERAL STRUCTURAL NOTES

SE002 GENERAL STRUCTURAL NOTES

SE003 LEGENDS & ABBREVIATIONS

SB101 OVERALL FOOTING AND AND FOUNDATION PLAN

SB102 ENLARGED FOOTING AND FOUNDATION PLANS

SB103 ENLARGED FOOTING AND FOUNDATION PLANS

SB501 TYPICAL FOOTING & FOUNDATION DETAILS

SB502 FOOTING & FOUNDATION DETAILS

SB601 CONCRETE SCHEDULES

SB602 REINFORCING SCHEDULES

SB611 MASONRY SCHEDULES

SF101 OVERALL ROOF FRAMING PLAN

SF102 ENLARGED ROOF FRAMING PLANS

SF103 ENLARGED ROOF FRAMING PLANS

SF201 WALL ELEVATIONS

SF511 TYPICAL ROOF FRAMING DETAILS

SF512 TYPICAL ROOF FRAMING DETAILS

SF551 NEW WALL OPENINGS

SF601 TYPICAL SCHEDULES

SF602 STEEL COLUMN SCHEDULE AND DETAILS

SF603 STEEL DECK SCHEDULES

SF604 STEEL STUD SHEAR WALL SCHEDULES AND DETAILS

SW501 EXTERIOR STEEL STUD DETAILS

SW502 EXTERIOR STEEL STUD DETAILS

SW601 NON-LOAD BEARING EXTERIOR STUD WALL SCHEDULE

ARCHITECTURAL

AD100 ADMIN DEMOLITION PLAN

A100 OVERALL REFERENCE PLAN

A101 ADMIN PARTIAL FLOOR PLAN

A102 COUNSELING PARTIAL FLOOR & DEMOLITION PLANS

A103 CLASSROOM FLOOR PLAN - BID ALT 1

A120 ROOF PLAN - OVERALL

A121 PARTIAL ROOF PLAN & DETAILS

A200 EXTERIOR ELEVATIONS

A201 EXISTING REFERENCE ELEVATIONS

A202 EXISTING REFERENCE ELEVATIONS

A300 SECTIONS

A301 SECTIONS

A331 ENVELOPE DETAILS

A340 ROOF DETAILS

A410 INTERIOR ELEVATIONS

A411 INTERIOR ELEVATIONS

A430 CASEWORK DETAILS

A600 DOOR SCHEDULE & DETAILS

A620 WINDOW TYPES & DETAILS

A640 FINISH SCHEDULE

A651 CLASSROOM FLOOR FINISH PLAN

A652 ADMIN PARTIAL FLOOR FINISH PLAN

A653 COUNSELING PARTIAL FLOOR FINISH PLAN

A660 WALL PATTERNS AND DETAILS

A700 OVERALL REFLECTED CEILING PLAN

A701 ADMIN REFLECTED CEILING PLANS

A702 COUNSELING REFLECTED CEILING PLANS

A703 CLASSROOM REFLECTED CEILING PLANS - BID ALT 1

A710 CEILING DETAILS

MECHANICAL

M100 MECHANICAL REFERENCE PLAN

M101 MECHANICAL PLAN ADMIN

M102 MECHANICAL PLAN - COUNSELING

M103 CLASSROOM MECHANICAL PLAN BID ALT.1

MP101 ADMIN MECHANICAL PIPING PLAN

M501 MECHANICAL SCHEDULES

M601 MECHANICAL DETAILS

M602 MECHANICAL DETAILS

PLUMBING

P100 PLUMBING REFERENCE PLAN

P101 PLUMBING PLAN ADMIN

P102 PLUMBING PLAN - COUNSELING

P103 PLUMBING PLAN - CLASSROOMS - BID ALT.1

P501 PLUMBING SCHEDULE

P601 PLUMBING DETAILS

ELECTRICAL

EG001 GENERAL NOTES AND SYMBOLS LISTS

EG002 SYMBOLS LISTS

ED100 OVERALL ELECTRICAL DEMOLITION FLOOR PLAN

ED101 CLASSROOM ADDITION DEMOLITION PLAN - BID ALT 1

ED102 ADMIN DEMOLITION ELECTRICAL PLAN

ED103 COUNSELING DEMOLITION ELECTRICAL PLAN

ED701 EXISTING ONE-LINE DIAGRAM

ED801 EXISTING PANEL SCHEDULES

ES101 SITE PLAN ELECTRICAL

EL101 CLASSROOM ADDITION LIGHTING PLAN - BID ALT 1

EL102 ADMIN LIGHTING PLAN

EL103 COUNSELING LIGHTING PLAN

EL601 LIGHT FIXTURE SCHEDULE

EP101 CLASSROOM ADDITION POWER PLAN - BID ALT 1

EP102 ADMIN POWER FLOOR PLAN

EP103 COUNSELING POWER FLOOR PLAN

EP121 PARTIAL ROOF POWER PLAN

EP701 EQUIPMENT SCHEDULES AND ONE-LINE DIAGRAM - POWER

EP801 PANEL SCHEDULES

EY101 CLASSROOM ADDITION SYSTEMS PLAN - BID ALT 1

EY102 ADMIN SYSTEMS PLAN

EY103 COUNSELING SYSTEMS PLAN

EY701 FIRE RISER DIAGRAM HORN ALARM SYSTEM

EY702 ACCESS CONTROL DOOR ROUGH-IN DETAILS

EY703 ACCESS CONTROL DOOR ROUGH-IN DETAILS

EA101 ADMIN AUDIO VISUAL PLAN

EA102 CLASSROOM ADDITION AUDIO VISUAL PLAN - BID ALT 1

EA103 COUNSELING AUDIO VISUAL FLOOR PLAN

EI101 ADMIN INTERCOM PLAN

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

RE: G300 for Interior Wall Types which indicate ratings, reference termination details, and require rated wall identification.

RE: A600 for the Door Schedule and door ratings.

RE: A600 for Window Types and window ratings.

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

LIFE SAFETY PLAN GENERAL NOTES

D.4

B.8

PROJECT DATA

CIVIL RIGHTS

ADA Standards for Accessible Design, 2010

APPLICABLE CODES

International Building Code, including Appendix 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, Perscriptive/Trade-Off/Energy Cost Budget ICC/ANSI A117.1, 2009 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 Addition: B Remodeled area: B Existing Areas: A, B, E, S-1

Separation of Occupancies Non-separated

Construction Type IIB & IIIB

Sprinkled No

Building Height Allowable Height (Stories/Feet) 55'/2 Stories Actual Building Height (Stories/Feet) 16'/1 Story (addition)

Building Area/Allowable Building Area Total Existing: +/-60,686 GSF Total Additions: 495 (ENTRY) GSF + 3,682 (CLASSROOM) GSF Total Final: 64,863 GSF

Allowable Building Area Calculation See sheet G100 - CODE ANALYSIS AND BUILDING AREA PLAN

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

EXISTING BUILDING AREA: USE UNCHANGED

EXISTING 2 HOUR FIRE AREA SEPARATION WALL

CONSTRUCTION TYPE II-B

OCCUPANCY GROUP E

ALLOWABLE AREA BY FLOOR 25,375

ALLOWABLE NUMBER OF STORIES 2

TOTAL ACTUAL AREA 22,950

BUILDING 1

CONSTRUCTION TYPE II-B

OCCUPANCY GROUP E

ALLOWABLE AREA BY FLOOR 21,750

ALLOWABLE NUMBER OF STORIES 2

TOTAL ACTUAL AREA 20,253

BUILDING 2

CONSTRUCTION TYPE III-B

OCCUPANCY GROUP E

ALLOWABLE AREA BY FLOOR 25,375

ALLOWABLE NUMBER OF STORIES 2

TOTAL ACTUAL AREA 21,650

BUILDING 3

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

J S

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

B la n d in g E

M H

A R

L -M

M C

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J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

CODE ANALYSIS

AND BUILDING

AREA PLAN

G100

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

A L B

E R

T R

L Y

M A

N M

L E

S C

H O

O L

S E

C U

Y U

P G

R A

D E

N o rt h

E a s t, B la n d in g

U ta h

S A

N J

U A

N S

C H

O O

L D

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

LIFE SAFETY PLAN

Allowable Building Area Calculation Building Perimeter (P) 869 LF Building Perimeter on 20’ min Public Way (F) 763 LF Width of Public Way or Open Space (W) 30' Percentage of Building Perimeter (869/763) = .87 Frontage Increase per 506.3.3 0.75

Single-Occupancy, Multi-Story At = 14,500

NS= 14,500

Sa= 2 Allowable Area Aa = [14,500 + (14,500 x .75)] x 2 = 50,750 Maximum per story (Calculate Aa with Sa = 1) = 25375

Allowable Building Area Calculation Building Perimeter (P) 734 LF Building Perimeter on 20’ min Public Way (F) 600 LF Width of Public Way or Open Space (W) 30' or Greater Percentage of Building Perimeter (600/744) = .81 Frontage Increase per 506.3.3 0.75

Single-Occupancy, Single Story At = 14,500

NS= 14,500

Sa= 2 Allowable Area Aa = [14,500 + (14,500 x .75)] x 2 = 50,750 Maximum per story (Calculate Aa with Sa = 1) = 25375

Allowable Building Area Calculation Building Perimeter (P) 676 LF Building Perimeter on 20’ min Public Way (F) 492 LF Width of Public Way or Open Space (W) 30' Percentage of Building Perimeter (676/492) = .70 Frontage Increase per 506.3.3 0.5

Single-Occupancy, Single-Story At = 14,500

NS= 14,500

Sa= 2 Allowable Area Aa = [14,500 + (14,500 x .5)] x 2 = 43,500 Maximum per story (Calculate Aa with Sa = 1) = 21,750

RETURN TO INDEX

LEGEND - LIFE SAFETY

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

GROSS: GSF NET: NSF

SQUARE FOOTAGE

COMMON PATH OF TRAVEL

TRAVEL DISTANCE

DEAD END

(75 FT)

(20 FT)

(75 FT)

AREA USE

150 SF 7 NSF

38A-3

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

RE: G300 for Interior Wall Types which indicate ratings, reference termination details, and require rated wall identification.

RE: A600 for the Door Schedule and door ratings.

RE: A600 for Window Types and window ratings.

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

LIFE SAFETY PLAN GENERAL NOTES

D.4

B.8

992 SF

ED, CLASSROOM

20 NSF

987 SF

ED, CLASSROOM

20 NSF

AREA FUNCTION (IBC TABLE 1004.1.2)

BUSINESS

CIRCULATION

ED, CLASSROOM

STORAGE

MECH

877 SF

ED, CLASSROOM

20 NSF

( 107 FT )

EXIT

340 68

EXIT

340 68

EXIT

340 68

EXIT

170 34

( 71 FT ) ( 40 FT )

( 57 FT )

F R

O M

85 FROM

EXISTING

EXIT

340 68

( 89 FT )

( 62 FT )

22,949 SF

PROJECT DATA

CIVIL RIGHTS

ADA Standards for Accessible Design, 2010

APPLICABLE CODES

International Building Code, including Appendix 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, Perscriptive/Trade-Off/Energy Cost Budget ICC/ANSI A117.1, 2009 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 Addition: B Remodeled area: B Existing Areas: A, B, E, S-1

Separation of Occupancies Non-separated

Construction Type IIB & IIIB

Sprinkled No

Building Height Allowable Height (Stories/Feet) 55'/2 Stories Actual Building Height (Stories/Feet) 16'/1 Story (addition)

Building Area/Allowable Building Area Total Existing: +/-60,686 GSF Total Additions: 495 (ENTRY) GSF + 3,682 (CLASSROOM) GSF Total Final: 64,863 GSF

Allowable Building Area Calculation See sheet G100 - CODE ANALYSIS AND BUILDING AREA PLAN

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

EXISTING BUILDING AREA: USE UNCHANGED

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

J S

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

B la n d in g E

M H

A R

L -M

M C

E S

J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

CODE ANALYSIS

AND LIFE SAFETY

PLAN

G101

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

A L B

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M A

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L E

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N o rt h

E a s t, B la n d in g

U ta h

S A

N J

U A

N S

C H

O O

L D

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

LIFE SAFETY PLAN Copy 1

60" MIN

30" MIN

W A

U N

G W

17"

CLEAR FLOOR SPACE

NO ENCROACHMENT BY

DOORS, DOOR SWINGS, OR

FIXTURES

15" MIN

. F

O R

M O

U N

T W

T T

12" 42"

40"

54"

7" - 9"

16" - 18"

17" PREFERRED

24" MIN. 12" MIN.

P R

E F

E R

U N

4' -0

" LOCATE

CONTROLS

ON OPEN

SIDE OF

WATER

CLOSET

SNDU TTD SCD

TTD

GRAB BARTOILET SEAT

COVER DISPENSER

(ABOVE TOILET)

PARTITION MOUNTED

SANITARY NAPKIN

DISPOSAL UNIT

SANITARY NAPKIN

VENDING UNIT

SURFACE MOUNT

SOAP DISPENSER

MIRROR W/

FRAME

WASTE

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

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

C O

U N

T E

R O

R L

A V

T O

P O

F G

R F

A C

FINISH FLOOR LINE

CENTER

OVER TOILET

C E

N T

E R

O F

2" M

R A

T W

E E

N G

R A

E S

S O

SNDU

SNVU

PTD

PTWR

DCS

SCD

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

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.

TACKBOARD /

WHITEBOARD

ADA ROOM ID

U N

MEN

FINISH FLOOR LINE

TO TACTILE LETTER

CENTERLINE

T O

N C

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

ANCHOR BACKING PLATE PERMANENTLY TO SUBSTRATE

USING EPOXY ADHESIVE AND A THREADED CONCEALED

FASTENER AT EACH CORNER OF BACKING PLATE

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

11" MIN

9" M

IN27

17" - 19"

KNEE CLEARANCE

8" MIN

S P

O U

T O

U T

P R

E F

E R

R E

S P

O U

T O

U T

M A

X L

O W

15" MIN 5" MAX

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

J S

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

B la n d in g E

M H

A R

L -M

M C

E S

J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

MOUNTING

HEIGHTS &

CLEARANCES

G200

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

A L B

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T R

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M A

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L E

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H O

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C U

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N o rt h

E a s t, B la n d in g

U ta h

S A

N J

U A

N S

C H

O O

L D

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

STALL PLAN

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

ACCESSIBLE STALL MTG HEIGHTS

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

TOILET ROOM EQUIPMENT

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

LAVATORY MOUNTING HEIGHT

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

MOUNTING HEIGHTS

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"

DRINKING FOUNTAIN DETAILS

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

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

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.

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

J S

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

B la n d in g E

M H

A R

L -M

M C

E S

J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

MOUNTING

HEIGHTS &

CLEARANCES

G201

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

A L B

E R

T R

L Y

M A

N M

L E

S C

H O

O L

S E

C U

Y U

P G

R A

D E

N o rt h

E a s t, B la n d in g

U ta h

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 HEIGHTS2

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

URINAL MOUNTING HEIGHTS2

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

TRANSFER TYPE SHOWER COMPARTMENT

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

STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT

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

NON-ACC STALL MTG HEIGHTS2

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 PLAN2

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

ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT

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

AMBULATORY STALL PLAN @ WALLS

RE: G300 for wall termination details which occur at metal deck/structure or at base of wall.

Abuse-Resistant Gypsum Wall Board: Install abuse-resistant gypsum wall board up to 4'-0" AFF where exposed in mechanical and custodial spaces and at exposed walls in SPED Room.

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 W - Plywood Sheathing

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

SINGLE-PLY ROOFING MEMBRANE

1/2" COVER BOARD

RIGID ROOF INSULATION (R-22.8 MIN)

VAPOR BARRIER

METAL DECK - RE: STRUCTURAL

CONCRETE SLAB - RE: STRUCTURAL

UNDER-SLAB VAPOR BARRIER

GRANULAR FILL - RE: STRUCTURAL

FLOOR/ ROOF

STRUCTURE

DEEP LEG DEFLECTION

TRACK

NON RATED GYPSUM BOARD

ASSEMBLY AS SCHEDULED

SOUND ATTENUATION

INSULATION IN FLUTES, AS

SCHEDULED

SOUND ATTENUATION

INSULATION, WHERE

SCHEDULED

20 GA ANGLE, TO SUPPORT

SOUND BATT, AS REQUIRED

PARALLEL WITH DECK FLUTESPERPENDICULAR WITH DECK FLUTES

FLOOR/ ROOF

STRUCTURE

DEEP LEG DEFLECTION

TRACK

NON RATED GYPSUM BOARD

ASSEMBLY AS SCHEDULED

SOUND ATTENUATION

INSULATION IN FLUTE,

WHERE SCHEDULED

SOUND ATTENUATION

INSULATION, WHERE

SCHEDULED

BRIDGE FLUTES WITH

3"X16ga GALV. STRAPS @ 16" O.C.

4"x8"x16" CMU VENEER

5/8" GYPSUM BOARD

6" METAL STUDS RE:

STRUCTURAL

R7.5 POLYISO, FOIL FACED WRB,

RIGID INSULATION

7/8" AIR SPACE

WEATHER RESISTANT BARRIER

R18.6 MINIMUM CLOSED-CELL

SPRAY POLYURETHANE FOAM

INSULATION

1' -1

" 5/8" GYPSUM FIBERGLASS SHEATHING,

7/16" OSB AT SHEAR WALLS, FOR SHEAR

WALL LOCATIONS RE: STRUCTURAL

4" BRICK VENEER

5/8" GYPSUM BOARD

6" METAL STUDS RE:

STRUCTURAL

R7.5 POLYISO, FOIL FACED WRB,

RIGID INSULATION

7/8" AIR SPACE

WEATHER RESISTANT BARRIER

R18.6 MINIMUM CLOSED-CELL

SPRAY POLYURETHANE FOAM

INSULATION

5/8" GYPSUM FIBERGLASS SHEATHING,

7/16" OSB AT SHEAR WALLS, FOR SHEAR

WALL LOCATIONS RE: STRUCTURAL1'

-1

METAL STUD TRACK

CONTINUOUS ACOUSTIC SEALANT

NON-RATED GYPSUM BOARD

ASSEMBLY AS SCHEDULED

SOUND ATTENUATION

INSULATION, WHERE

SCHEDULED

METAL DECK

VAPOR BARRIER

(@ ROOF)

CONT. SMOKE-SEAL

(FIRE RATED WALLS)

FLOOR / ROOF

STRUCTURE. SEE

G111 FOR UL-D501

FLOOR

MINERAL FIBER / FIRE

SAFING INSULATION AT

EACH FLUTE

SCHEDULED MASONRY

WALL ASSEMBLY

METAL DECK

CONT. SMOKE-SEAL

(FIRE RATED WALLS)

FLOOR / ROOF

STRUCTURE

MINERAL FIBER / FIRE

SAFING INSULATION AT

EACH FLUTE

SCHEDULED MASONRY

WALL ASSEMBLY

20 GA ANGLE, TO

SUPPORT SOUND INSL.

SEE STRUCTURAL

PARALLEL WITH DECK FLUTESPERPENDICULAR WITH DECK FLUTES

METAL STUD TRACK

CONTINUOUS FIRE SAFING

NON-RATED GYPSUM

BOARD ASSEMBLY AS

SCHEDULED

SOUND ATTENUATION

INSULATION, WHERE

SCHEDULED

CONCRETE SLAB

CONT. SEALANT

WHEN NO COVED

BASE IS SCHEDULED

SCHEDULED WALL

TILE FINISH

SCHEDULED

FLOOR FINISH

TILE BACKER

SCHEDULED MASONRY WALL

IF NO BASE IS SCHEDULED,

RAKE JOINT, RUN BEAD OF

SEALANT AFTER FLOORING

IS INSTALLED

SCHEDULED FLOORING

6" COLD FORMED METAL

FRAMING

5/8" GYPSUM FIBERGLASS

SHEATHING

3/4" PLYWOOD SHEATHING

MCM PANEL SYSTEM

MEMBRANE SYSTEM

3-5/8" METAL STUD

METAL PANEL SOFFIT SYSTEM

7/8" HAT CHANNEL

SINGLE-PLY ROOFING MEMBRANE

1/2" COVER BOARD

5/8" PLYWOOD SHEATHING

2x4 WOOD STUD OVERBUILD

ALIGN OVER EXISTING JOISTS - RE:

STRUCTURAL & ROOF PLAN - F.V.

EXISTING JOISTS - F.V.

EXISTING ROOF DECK - F.V.

16 GA 6" METAL STUDS @ 24"

O.C.RE: STRUCTURAL

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

J S

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

B la n d in g E

M H

A R

L -M

M C

E S

J H

J S

D A

R L -M

S S e c u re

V e s ti b u le .r v t

EXTERIOR WALL,

INTERIOR WALL,

FLOOR AND ROOF

TYPES

G300

06 FEBRUARY 2026

CONSTRUCTION DOCUMENTS

2023554.01

A L B

E R

T R

L Y

M A

N M

L E

S C

H O

O L

S E

C U

Y U

P G

R A

D E

N o rt h

E a s t, B la n d in g

U ta h

S A

N J

U A

N S

C H

O O

L D

INTERIOR WALL TYPE SCHEDULE

TAG CONSTRUCTION ACOUSTICAL

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

M0B 10" CMU 9 5/8" TO DECK B1/G300 C1/G300 No

M2B 12" CMU 11 5/8" TO DECK B1/G300 C1/G300 No

M8B 8" CMU 5 5/8" TO DECK B1/G300 C1/G300

S1 6 7/8"

S2ATX TILE + 5/8" GB + 2 1/2" MTL STUD 3 3/4" TO DECK 12'-0" B3/G300 C3/G600 Yes 40

S2AX 5/8" GB + 2 1/2" MTL STUD + 5/8" GB 3 1/8" TO DECK 12'-0" B3/G300 C3/G600 Yes 40

S3A 5/8" GB + 3 5/8" MTL STUD + 5/8" GB 4 7/8" TO DECK 16'-6" B3/G300 C3/G600 Yes 40

S3AR 5/8" GB + 3 5/8" MTL STUD + 1/2" RESILIENT CHANNEL + 5/8" GB 5 3/8" TO DECK 11'-0" B3/G300 C3/G600 Yes 49

S3ART TILE + 5/8" GTB + 1/2" RESILIENT CHANNEL + 3 5/8" MTL STUD + 5/8" GB 6" TO DECK 16'-6" B3/G300 C4/G300 Yes

S3AT TILE + 5/8" GTB+ 3 5/8" MTL STUD 4 7/8" TO DECK 16'-6" B3/G300 C4/G300 Yes

S3ATT TILE + 5/8" GTB + 3 5/8" MTL STUD + 5/8" GTB + TILE 6 1/8" TO DECK 24'-6" B3/G300 C4/G300 SIM Yes

S3ATX TILE + 5/8" GB + 3 5/8" MTL STUD 4 7/8" TO DECK 12'-0" B3/G300 C3/G600 Yes 40

S3AX 5/8" GB + 3 5/8" MTL STUD 4 1/4" TO DECK 15'-6" B3/G300 C3/G600 No

S3BX 5/8" GB + 3 5/8" MTL STUD 4 1/4" TO DECK 15'-6" B3/G300 C3/G600 No

S3BX 5/8" GB + 3 5/8" MTL STUD 4 1/4" TO DECK 16'-6" No

S6A 5/8" GB + 6" MTL STUD + 5/8" GB 7 1/4" TO DECK 24'-6" B3/G300 C3/G600 Yes 41

S6ART TILE + 5/8" GTB + 1/2" RESILIENT CHANNEL + 6" MTL STUD + 5/8" GB 8 3/8" TO DECK 24'-6" B3/G300 C4/G300 Yes

S6AT TILE + 5/8" GTB + 6" MTL STUD + 5/8" GB 7 7/8" TO DECK 24'-6" B3/G300 C4/G300 Yes 41

S6AW 5/8" GB + 6" MTL STUD + 7/16 PLYWD SHEATHING + 5/8" GB 7 3/4" TO DECK 24'-6" B3/G300 C3/G600 Yes 41

S6AWT TILE + 5/8" GTB + 7/16" PLYWD SHEATHING 6" MTL STUD + 5/8" GB 8 3/8" TO DECK 24'-6" B3/G300 C4/G300 Yes 41

S6AX 5/8" GB + 6" MTL STUD 6 5/8" TO DECK 23'-0" B3/G300 C4/G300 Yes

T TILE + 5/8 GTB 1 1/4" TO DECK 16'-6" No

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

ROOF TYPE 1

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

FLOOR TYPE 1

SCALE: 3" = 1'-0"

WALL HEAD - GYP BD

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

EXTERIOR WALL TYPE E1

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

EXTERIOR WALL TYPE E2

SCALE: 3" = 1'-0"

WALL BASE - GYP BD

SCALE: 3" = 1'-0"

WALL HEAD - CMU

SCALE: 3" = 1'-0"

WALL BASE - TILE WALL

SCALE: 3" = 1'-0"

MASONRY WALL BASE

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

EXTERIOR WALL TYPE E3

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

SOFFIT TYPE 1

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

ROOF TYPE 2

500 NORTH

REMOVE EXISTING

SIDEWALK REQ'D

ARL MIDDLE SCHOOL

REMOVE EXISTING WALK

AND CONCRETE BASE REQ'D

REMOVE EXISTING

SIDEWALK REQ'D

EXISTING TREE

TO REMAIN

REMOVE EXISTING TREE REQ'D

REMOVE EXISTING

SOD REQ'DREMOVE EXISTING

SOD REQ'D

REMOVE EXISTING

SOD REQ'D

REMOVE EXISTING

SOD REQ'D

REMOVE EXISTING

SOD REQ'D

EXISTING FIRE HYDRANT

TO REMAIN

REMOVE 18 LIN FT OF

EXISTING CURB REQ'D

EXISTING TREES TO REMAIN

EXISTING SCHOOL

MONUMENT SIGN

TO REMAIN

REMOVE EXISTING

GRAVEL SURFACE AND

SUBGRADE MATERIAL AS REQ'D

FOR NEW BUILDING…

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 Feb 13, 2026.