IND

USTRY

T H E

G R E A T

S E

A L

OF THE

S

T A T E

O F

U T A H

State of Utah-Department of Administrative Services

DIVISION OF FACILITIES CONSTRUCTION

AND MANAGEMENT

4315 South 2700 West, Floor 3/Taylorsville, Utah 84129-2128

BID PACKAGE GENERAL NOTES

A. THIS BID PACKAGE SHALL BE BID IN ITS ENTIRETY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS,

TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE

AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR

IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

B. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR

TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS

BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS

TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED

WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY

THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.

C. IN CASE OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS, THE MOST

STRINGENT REQUIREMENT OR MOST COSTLY OPTION SHALL APPLY, UNLESS

CLARIFICATION IS SOUGHT IN WRITING AND RECEIVED FROM THE ARCHITECT PRIOR

TO BIDDING. THE CONTRACTOR SHALL BRING ANY KNOWN DISCREPANCIES TO THE

ATTENTION OF THE ARCHITECT AS SOON AS POSSIBLE, AND IN ANY EVENT, PRIOR TO

COMMENCING AFFECTED WORK.

D. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS

BETWEEN VENDOR DRAWINGS AND THE CONTRACT DOCUMENTS. THE LATEST

VENDOR DRAWINGS SHALL GOVERN AND BE VERIFIED WITH THE OWNER AND THE

ARCHITECT.

E. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN ESTABLISHING AND

COORDINATING THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED

ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS

ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. QUANTITIES ARE TO

BE PROVIDED AS SHOWN ON DRAWINGS OF OTHER DISCIPLINES, BUT LOCATIONS

SHOWN ON OTHER DRAWINGS ARE SUBJECT TO COORDINATION WITH THE

ARCHITECTURAL DRAWINGS WHERE SUCH ITEMS ARE SHOWN, UNLESS OTHERWISE

NOTED ON THE ARCHITECTURAL DRAWINGS.

F. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE

LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. NOT

ALL ELEMENTS OF THE DRAWINGS MAY BE DRAWN TO EXACT SCALE. ALL REQUIRED

DIMENSIONS ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE

DRAWINGS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE

ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED. DIMENSIONS

ARE TO BE COORDINATED WITH ALL DISCIPLINES, VENDORS AND OWNER-FURNISHED

EQUIPMENT, FURNITURE AND DEVICES TO ASSURE PROPER PLACEMENT AND

WARRANTY REQUIREMENTS.

G. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND

REGULATIONS. SEE THE GI-SERIES SHEETS FOR PARTIAL REGULATORY INFORMATION,

INCLUDING CODE COMPLIANCE TABLES, RATED ASSEMBLY TYPES AND TYPICAL

ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS.

H. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR

COMPATIBILITY WITH NEW CONSTRUCTION, AND COORDINATE ANY DISCREPANCIES

WITH THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

I. THE CONTRACTOR SHALL PROTECT ALL EXISTING FIRE-RESISTANCE-RATED

ASSEMBLIES AND SPRAY-APPLIED STRUCTURAL FIREPROOFING FROM DAMAGE.

PATCH AND FULLY REPAIR ANY DAMAGE TO SUCH ITEMS, WHETHER EXISTING OR

CAUSED BY NEW CONSTRUCTION OR DEMOLITION ACTIVITIES, TO LIKE-NEW

CONDITION IN ACCORDANCE WITH THE ORIGINAL LISTED SYSTEMS. SEAL ALL EXISTING

AND NEW ASSEMBLY PENETRATIONS WITH LISTED FIRE-RESISTANCE-RATED

ASSEMBLIES, WHERE OCCUR, TO MAINTAIN THE INTEGRITY OF THE ASSEMBLIES.

J. ALL UNUSED FLOOR SLAB PENETRATIONS 36 SQUARE INCHES OR LESS IN AREA ARE

TO BE INFILLED USING 4,000 PSI CONCRETE FOR THE FULL DEPTH OF THE EXISTING

SLAB. COORDINATE WITH ARCHITECT FOR INFILL OF LARGER OPENINGS.

CONTACT: E-MAIL:

PHONE: INTERNET:

AGENCY

Utah National Guard 12953 South Minuteman Drive

Draper, UT 84020

801.471.9696

Jonathan Butler jonathan.d.butler21.nfg@army.mil http://www.guard.utah.gov

CONTACT: E-MAIL:

PHONE: INTERNET:

ARCHITECT

Architectural NEXUS, Inc.

2505 East Parleys Way

Salt Lake City, UT 84109

801.924.5000

Stephen Springer sspringer@archnexus.com http://www.archnexus.com

CONTACT: E-MAIL:

PHONE: INTERNET:

STRUCTURAL ENGINEER

Structural Design Studio 2225 East Murray Holladay Rd., Suite 100

Salt Lake City, UT 84117

801.274.3950

Jake Merkley jake@structuralds.com http://www.structuralds.com

CONTACT: E-MAIL:

PHONE: INTERNET:

MECHANICAL ENGINEER

LYNK Engineers 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.505.5417

Mike Dallon Mike.Dallon@LynkEngineers.com http://www.lynkengineers.com

NEXUS PROJECT #: DFCM PROJECT #: 26308480

VICINITY MAP

PROJECT LOCATION

PROJECT DESCRIPTION:

DFCM APPROVAL

UTAH NATIONAL GUARD

AMERICAN FORK ARMORY

LATRINE REMODEL

251 South 200 East, American Fork, UT 84003

PERMIT SET

05.11.2026

25057

The American Fork Armory Latrine Remodel project renovates and reconfigures the existing men’s and women’s restrooms—originally built circa 1954 and previously upgraded in 2009 renovation (abatement), 2023 Electrical upgrades and

2024 Roofing System Replacement—to increase plumbing fixture and shower quantities to meet current code requirements and Utah National Guard drill weekend operational needs, including full demolition of existing restrooms, improved janitorial and modified existing kitchen space, revised electrical distribution, plumbing, removal and replacement of upgraded HVAC equipment serving the restrooms; all interior work occurs within the existing building footprint with minor patching and repairs of the existing roof system for new and/or reused roof penetrations, with no change to the building’s occupancy classification or occupant loads. This project qualifies as a Level 2 Alteration under the 2021 International Existing Building Code.

CONTACT: E-MAIL:

PHONE: INTERNET:

ELECTRICAL ENGINEER

LYNK Engineers 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.231.7025

Tyler Squire Tyler.Squires@LynkEngineers.com http://www.lynkengineers.com

CONTACT: E-MAIL:

PHONE: INTERNET:

OWNER

Utah DFCM 43145 South 2700 West, Fl. 3

Taylorsville, UT 84129

801.960.7647

Randy Mellor rmellor@utah.gov http://www.dfcm.utah.gov

INTERNATIONAL PLUMBING CODE

NATIONAL ELECTRICAL CODE

ZONING ORDINANCE:

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL FIRE CODE

INTERNATIONAL ENERGY CONSERVATION CODE

INTERNATIONAL BUILDING CODE / EXISTING INTERNATIONAL BUILDING CODE

ACCESSIBILITY CODE

DESIGN CRITERIA

APPLICABLE CODES

OTHER CRITERIA

DEFERRED SUBMITTALS

PAM 415-12 ARMY NATIONAL GUARD FACILITIES ALLOWANCES

FIRE ALARM SYSTEM - 90 DAYS AFTER PERMIT

CURRENT

REMODEL LOCATION - EXISTING LEVEL 01

E A

S T

200 SOUTH

REFER TO SHEET GI101

No.

8182456

TYLER

SQUIRE

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PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

04/20/2026

P R

O

FESS IONA L ENG

IN

E

E R

S

T A T E O F UT A

H

No. 318584-2202

Michael E. Dallon

04/20/2026 l:

04/30/2026

T

CR H IT

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A

05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

REVIEWED FOR CODE

COMPLIANCE

MATCH LINE

A1 / Axxx

MATCH LINE TAG

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

NEW WALL

BREAK LINE

CENTER LINE SYMBOL

0' x' y' z'

REVISION DESIGNATION

ELEVATION SYMBOL

REVISION NUMBER

ELEVATION ABOVE DATUM

ELEVATION DESCRIPTION

DRAWING SYMBOL LEGEND

CASEWORK TYPE DESIGNATION

CDS NUMBER (M DENOTES

MODIFICATION - SEE SHEET

A551 FOR MODIFIED MILLWORK

ELEVATIONS AND DETAILS)

AWS STANDARD CDS NUMBERING SYSTEM

WIDTH

HEIGHT DEPTH

NORTH ARROW

PLAN NORTH

GRAPHIC SCALES

ROUND BREAK LINE

REVISION CLOUD

SLOPE INDICATION

##" / 12"

DETAIL REFERENCE

A2 A401

A1

A3

INTERIOR ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

A1 A501

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

A1 A201

EXTERIOR ELEVATION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1 A302

WALL SECTION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1 A301

BUILDING SECTION REFERENCE

DETAIL NUMBER

SHEET NUMBER

ROOM DESIGNATION (FLOOR PLAN)

ROOM NUMBER

ROOM NAME

A1 A301

DETAIL NUMBER

SHEET NUMBER

ROOM DESIGNATION (REFLECTED

CEILING PLAN)

CEILING HEIGHT ABOVE FINISH FLOOR

ROOM NUMBER

GLASS TYPE DESIGNATION

KEYED NOTE DESIGNATION

ASSEMBLY TYPE DESIGNATION

EQUIPMENT DESIGNATION

WINDOW DESIGNATION

DOOR DESIGNATION

GLASS TYPE

EQUIPMENT NAME

KEY NOTE NUMBER

WINDOW TYPE

DOOR NUMBER

ASSEMBLY TYPE (FLOOR, WALL, CEILING, ROOF)

MATERIAL TYPE DESIGNATION

FINISH TYPE

SEE AI601 FINISH LEGEND

RISE

RUN

TRUE NORTH

CL

DETAIL / SHEET NUMBER

Room Name

### SF

EQUIPMENT MARK#####

DESCRIPTION

100'-0"

T.O. WALL

###M #W

#H

#D

MODIFICATION DESCRIPTION

xx" = 1'-0" GRAPHIC SCALE

A1 A301

12"

ROOM AREA

LIST OF ABBREVIATIONS

THE PRECEDING LIST OF ABBREVIATIONS

IS PRESENTED AS A GENERAL GUIDE AND

DOES NOT NECESSARILY SHOW ALL

ABBREVIATIONS USED. OTHER

GENERALLY ACCEPTED ABBREVIATIONS

MAY BE FOUND AMONG THE DRAWINGS -

SOME ABBREVIATIONS SHOWN ABOVE

MAY NOT BE USED WITHIN THIS DRAWING

SET.

A

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AD AREA DRAIN

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT

@ AT

B

BD BOARD

BLDG BUILDING

BO BOTTOM OF

C

C CELSIUS

CH COAT HOOK

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CG CORNER GUARD

CI CONTINUOUS INSULATION

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTJ CONSTRUCTION JOINT

D

D DEEP

DEG DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWGS DRAWINGS

E

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EOS EDGE OF SLAB

ERD EXISTING ROOF DRAIN

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

F

F FAHRENHEIT

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FDC FIRE DEPARTMENT CONNECTION

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FE FINISHED EDGE

FG FINISH GRADE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FND FOUNDATION

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRG FIBER REINFORCED GYPSUM

FSP FIRE STANDPIPE

FT FEET

FV FIELD VERIFY

G

GA GAUGE

GALV GALVANIZED

GFRC GLASS-FIBER-REINFORCED

CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIGH

HB HOSE BIBB

HDR HEADER

HM HOLLOW METAL

HR HOUR

HT HEIGHT

I

ID INSIDE DIAMETER; INSIDE DIMENSION

IN INCH

INFO INFORMATION

INT INTERIOR

J

JAN JANITOR

K (NOT USED)

L

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

M

MACH RM MACHINE ROOM

MAX MAXIMUM

MFR MANUFACTURER

MECH MECHANICAL

MEZZ MEZZANINE

MIN MINIMUM

MO MASONRY OPENING

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER;

OUTSIDE DIMENSION

OFD OVERFLOW DRAIN

OH DR OVERHEAD DOOR

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OPH OPPOSITE HAND

OPP OPPOSITE

OFOI OWNER FURNISHED, OWNER INSTALLED

ORIG ORIGINAL

P

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PR PAIR

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

Q

QT QUARRY TILE

R

R RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REQD REQUIRED

REV REVISION

RH RELATIVE HUMIDITY

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RWL RAIN WATER LEADER

S

S SMOKE DETECTOR

SAM SELF ADHESIVE MEMBRANE

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY

THK THICK

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB; TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

TO TOP OF

U

UL UNDERWRITER'S LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W

W/ WITH

W/O WITHOUT

WD WOOD

WH WALL HYDRANT

WP WORKING POINT

WRB WEATHER RESISTIVE BARRIER

X,Y,Z (NOT USED)

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY UNIT

PRECAST CONCRETE / GLASS FIBER

REINFORCED CONCRETE (GFRC)

BRICK VENEER

RIGID INSULATION

BATT INSULATION

CONTINUOUS MATERIAL

NON CONTINUOUS MATERIAL

(BLOCKING)

GYPSUM BOARD

PLYWOOD

UNDISTURBED EARTH

GRAVEL

HATCH LEGEND

NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR.

BACKFILL OR FILL

EXTERIOR SHEATHING

T

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DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

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C T

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05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:2

:1

P M

A u to d e sk

D o c s:

U T

N G

A F

A rm o ry

L a tr in e R e m o d e l_ r2

/A R

C H

_2

-A m e ri c a n

F o rk A rm o ry L a tr in e

R e m o d e l_

.r v t

SHEET INDEX &

GENERAL

INFORMATION

MC

S o u th

E a s t, A m e ri c a n F o rk

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25057

05.11.2026

PERMIT SET

GI001

AHW

A M

E R

IC

A

N F

O R

K A

R M

O R

Y

L A

T R

IN

E

R E

M O

D E

L

GENERAL:

GI000 COVER SHEET

GI001 SHEET INDEX & GENERAL INFORMATION

GI101 CODE ANALYSIS, EXITING AND OCCUPANCY PLAN

GI501 ASSEMBLY TYPES

GI701 ACCESSIBILITY COMPLIANCE

ARCHITECTURAL:

AD111 ENLARGED RESTROOM DEMOLITION PLANS &

DETAILS

AE111 RESTROOM FLOOR AND REFLECTED CEILING

PLANS

AE112 INTERIOR ELEVATIONS

AE120 ROOF PLAN AND DETAILS

AE501 ARCHITECTURAL DETAILS

AE601 DOOR SCHEDULE & TYPES

AE701 TYPICAL DETAILS

AI601 FINISH PLAN & SCHEDULES

AI701 TYPICAL FINISH DETAILS

MECHANICAL:

M-001 MECHANICAL LEGEND, SYMBOLS &

ABBREVIATIONS

MH101 LEVEL 1 MECHANICAL PLANS

MH102 LEVEL 2 MECHANICAL PLANS

MH501 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

PLUMBING:

P-001 PLUMBING LEGEND, SYMBOLS & ABBREVIATIONS

PL100 UNDERGROUND PLUMBING PLAN

PL101 LEVEL 1 PLUMBING PLAN

PL102 LEVEL 2 PLUMBING PLAN

PL501 PLUMBING DETAILS

ELECTRICAL:

E-001 ELECTRICAL LEGEND, SYMBOLS & ABBREVIATIONS

EP100 LEVEL 1 OVERALL POWER PLAN

EP101 LEVEL 1 POWER PLAN

EL101 LEVEL 1 LIGHTING PLAN

EY101 LEVEL 1 SYSTEMS PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

SHEET INDEX

# Date Revision

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

North: ______ South: ______ East: ______ West: ______

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

d) Unlimited Area Building: Yes ______ No ______ Code Section: ______ a a

3) Three Story: A (3)______

2) Two Story: A (2)______

1) One Story: ______

c) Total Allowable Area for:

1_< Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a)

Official for Complex Buildings. Including, but not limited to:

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building

Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

e) Drinking Fountains: ______ Service Sinks: ______

d) Bath Tubs or Showers: ______

c) Lavatories - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: __________ Exit Width Provided: ____________

Element Hours Assembly ListingListing

Element AssemblyHours

Smoke Partitions

Fire Partitions

Exterior Bearing Walls

Interior Bearing Walls

Exterior Non-Bearing Walls

Structural Frame

Partitions - Permanent

Fire Barriers

Floors - Ceiling Floors

Roofs - Ceiling Roofs

Exterior Doors and Windows

Shaft Enclosures

Fire Walls

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

L. Design Occupant Load: __________________________________

K. Fire Resistance Rating Requirements for Building Elements (hours).

Area Modifications:J:

Tabular Area:I:

per Floor (square feet): ____________________________________Actual AreaH:

Number of Stories: ______ Building Height: ______G:

Required: ______ Provided: ______

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

Guildelines

ADA Accessibility

Building Conservation

Uniform Code for

National Electrical Code

Conservation Code

International Energy

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

A. Occupancy and Group: ________ ________ ________ ________ ________

International Fuel Gas Code

Type of Sprinkler System (IBC 903.3.1)__________________

b) Urinals - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

(table 503): ____________________________________________

CODE ANALYSIS

APPLICABLE CODES

Year Year

1. SEE WALL TYPES ON FLOOR PLANS AND RATED

WALL ASSEMBLIES IN GI500s SHEET SERIES FOR

SPECIFIC WALL CONSTRUCTION TO ACHIEVE THE

RATINGS SHOWN ON THIS PLAN.

GENERAL NOTES - REGULATORY PLANS

361 SF

(E) KITCHEN

471 SF

MEN'S

RESTROOM

63 SF

JANITOR

348 SF

WOMEN'S

RESTROOM

(E)

ASSEMBLY

ROOM N.I.C.

(U.N.O.)

(E) STRONG

ROOM N.I.C.

(E)

VESTIBULE

N.I.C.

(E) SUPPLY

ROOM N.I.C.

7047 SF

(S-1)

OCCUPANCY LEGEND

Assembly w/o Fixed Seating:

Concentrated (Existing)

Business Areas (Existing)

Moderate-hazard Storage (Existing)

5332 SF

A-3

561 SF

S-1

508 SF

B

3349 SF

B

NOTE TO PLAN REVIEWER: NO FIRE SEPARATION REQUIRED PER 2009 RENOVATION CODE ANALYSIS; SEE CODE ANALYSIS TABLE.

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL DISTANCE PER

TABLE 1006.2.1, WITHOUT SPRINKLERS:

OCCUPANCY

MAX. TRAVEL

DISTANCE

BUSINESS AREAS (OL<30) (B) 100'

ASSEMBLY (A-3) 75'

PATH OF TRAVEL

OCCUPANCY TAG

FIRE EXTINGUISHERS

COORDINATE TYPE AND LOCATION

WITH LOCAL FIRE MARSHALL

ROOM NUMBER

ROOM NAMERoom Name

### SF ROOM AREA

FEC

FIRE EXTINGUISHER CABINET; CLASS A-B-C

2021 2023

2010Guidelines

A-3

X X

NO

D 90

EXP. C

AMERICAN FORK ARMORY LATRINE REMODEL

0/1* 0 0 0

YES

NO* NO

N/A

2 23'

REDUCTION - ONE EXISTING OFFICE AREA AND PARTIAL KITCHEN

AREA CONVERTED INTO ENLARGED RESTROOM AREAS

2 1

N/A N/A

ICC A117.1

Type III-B Construction, per IBC 2021, Table 601

L1 = 18,002 (E), L2 = 5,875 (E)

AREA OF REMODEL = +/-1,023 (F.V.)

Aa = {At + [ NS x If ] } If = [ F/P - 0.25 ] W / 30

B

(No reduction in plumbing count)

15,789

31, 578

N/A

X

N/A

N/A

N/A N/A N/A

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

N/A - NO CHANGE N/A - NO CHANGE

4 (E) 1(E) 6 (N) 3 (N)

3 (E) N/A 6 (N) N/A

3 (E) 1 (E) 5 (N) 3 (N)

S-1

International Existing Building Code

*1 hr at existing S-1 Occupancy with fire separation distance of 13'

*The State Building Official determined that the 2009 alternation would not trigger a requirement for installing a new automatic sprinkler system throughout the existing building. Although the floor area and the fire area in the existing building exceeded the current allowable areas for the most restrictive non-separated occupancy (A-3), a new automatic sprinkler system would not be justified or required due to the limited impact of the alteration on the existing building.

(E) = EXISTING (To be removed)

(N) = NEW

0 REQUIRED, 4 (E), 9 (N)

9,500 + 6,289 = 15,789

9,500 (A-3 MOST RESTRICTIVE)

540/942 - 0.25 X 1 = 0.662

EXISTING

N/A (NON-SEPARATED OCCUPANCIES)

PROPOSED STAGING AREA

WITH SECURED DUMPSTERS

AND PORTABLE RESTROOM;

SURROUND WITH TEMPORARY

CONSTRUCTION FENCING

(MESH WITH OPAQUE SCREEN)

TEMPORARY

RESTROOM/SHOWER

FACILITIES DURING

CONSTRUCTION - PROVIDED

BY AND FOR OWNER ONLY

(E) SECURED AREA

(E) FENCING AND ACCESS

GATE - KEEP CLEAR

NONSTRUCTURAL COMPONENT CHECKLIST

ITEM DESCRIPTION

ON CONSTR.

DOCUMENTS

DEFERRED

SUBMITTAL COMMENTS

ARCHITECTURAL COMPONENTS:

INTERIOR NONSTRUCTURAL WALLS &

PARTITIONS

CEILINGS (I.E. SUSPENDED GRID OR HARD-LID)

MEP COMPONENTS:

MECHANICAL EQUIPMENT (I.E. HVAC, FANS,

AIR HANDLERS, BOILERS, FURNACES, TANKS,

CHILLERS, WATER HEATERS, HEAT

EXCHANGERS, EVAPORATORS, ENGINES,

TURBINES, PUMPS, COMPRESSORS, MFR

EQUIPMENT, ETC.)

LIGHTING FIXTURES

PIPING & CONDUIT SYSTEMS

DUCTWORK (INCLUDING IN-LINE COMPONENTS)

NOTES:

1. Deferred submittals for seismic restraint of nonstructural components must be submitted to the DFCM Building Official a minimum of two weeks prior to the planned installation in order to allow for plan review and forwarding to inspectors. In the event that the submittal is deficient additional time may become necessary.

2. When seismic restraint of non-structural components is installed prior to receiving DFCM approval it shall not be covered or concealed until receiving both plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs.

3. The requirements for seismic restraint of nonstructural components cannot be satisfied by a general reference to Design Manuals. The design professional may utilize these manuals as a basis of their design, but must provide all supporting documentation to ensure that the design conforms to the requirements of ASCE 7-05, Chapter 13.

4. Submittals must include details of the proposed seismic restraint of nonstructural components. These details must show specific information relating to the materials, type, size, and locations of anchorages; materials used for bracing; attachment requirements of bracing to structure and component;

and locations of transverse and longitudinal sway bracing and rod stiffeners. Submittals may also require structural calculations, engineering reports, test data, and/or specifications to ensure code compliance.

T

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DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

O J E

C T

N O

05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:2

:2

P M

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U T

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A rm o ry

L a tr in e R e m o d e l_ r2

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_2

-A m e ri c a n

F o rk A rm o ry L a tr in e

R e m o d e l_

.r v t

CODE ANALYSIS,

EXITING AND

OCCUPANCY

PLAN

CG

S o u th

E a s t, A m e ri c a n F o rk

U

T

U T

A H

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T

IO

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25057

05.11.2026

PERMIT SET

GI101

ST

A M

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IC

A

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K A

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O R

Y

L A

T R

IN

E

R E

M O

D E

L

1/8" = 1'-0"GI101

A6 LEVEL 01 - OCCUPANCY & EXITING PLAN

EGRESS PATH LENGTHS

PATH #

COMMON PATH

OF TRAVEL

LONGEST PATH

OF TRAVEL

1 51' - 3" 104' - 2"

2 34' - 5" 67' - 7"

3 42' - 6" 95' - 6"

0' 8' 16' 24'

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

T H

IS

S

H E

E T

T O

B E

P R

IN

T

E D

IN

C

O

LO

R

NOT TO SCALEGI101

A2 STAGING PLAN

# Date Revision

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

T1 N/A N/A N/A N/A

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

F1 N/A N/A N/A N/A

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S3 N/A N/A N/A N/A

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S3A N/A N/A STC 45 *needs test info*

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S3GA

N/A N/A

STC 30 N/A

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S3G N/A N/A N/A N/A

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S6A45 N/A N/A STC 45 *needs test info*

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S6 N/A N/A N/A N/A

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

6" METAL STUD FRAMING @ 16"

O.C. MAX

3 1/2" SOUND ATTENUATION

BLANKET

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

6" METAL STUD FRAMING @ 16"

O.C. MAX

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

FIBERGLASS REINFORCED PANEL;

SEE FINISH LEGEND FRP1

CERAMIC TILE OVER THIN SET

MORTAR BED. SEE FINISH

SCHEDULE AND INTERIOR

ELEVATIONS FOR EXTENTS, SIZE

AND TYPE.

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S2G N/A N/A N/A N/A

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

2 1/2" METAL STUD FRAMING @ 16"

O.C. MAX

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S6A45G N/A N/A N/A N/A

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

6" METAL STUD FRAMING @ 16"

O.C. MAX

3 1/2" SOUND ATTENUATION

BLANKET

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

(E)M12 N/A N/A N/A N/A

11 5/8"

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

(E)M8 N/A N/A N/A N/A

7 5/8"

SEE GENERAL WALL TYPE

ASSEMBLIES, NOTE B.

EXISTING CONCRETE

MASONRY UNIT

EXISTING CONCRETE

MASONRY UNIT

3 1/2" SOUND ATTENUATION

BLANKET 3 1/2" SOUND ATTENUATION

BLANKET

3 1/8"

4 1/4"4 1/4"4 7/8"4 7/8"

7 1/4" 7 1/4" 6 5/8"

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:CS3.1

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

ROOF TYPE:

FIRE RATING:

SOUND RATING: TEST:(E)ROOF

EXISTING 5" THICK

REINFORCED POST

TENSIONED CONCRETE ROOF

SLAB/DECK WITH #3 @12" O.C.

RUNNING EAST AND WEST

AND #3 @14" RUNNING NORTH

AND SOUTH W/ REINFORCED

CONCRETE BEAMS (PER 1954

AS-BUILTS); F.V.

EXISTING (2) LAYERS OF 2.5"

RIGID ISO BOARD INSULATION

W/ TAPERED INSULATION; F.V.

EXISTING SINGLE-PLY PVC

MEMBRANE, SIKA SARNAFIL

6110, 80 MIL, COLOR "REFLEX

GRAY", FULLY-ADHERED; F.V.

(2024 RE-ROOF, UNDER

WARRANTY, SEE SPECS)

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

CONTINUOUS 1-1/2" x 1-1/2" x 20 GA.

GALVANIZED STEEL CORNER ANGLE

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:G1

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

EXISTING SUBSTRATE

SHIMS OR HAT CHANNEL AS

NECESSARY TO ATTACH GYP

BOARD

5" 5"

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:CT0.1

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:(E)CT0.3

(1) LAYER 5/8" TYPE 'X' MOISTURE

RESISTANT GYPSUM BOARD,

TAPED WITH 'DURABOND' OR

EQUIVALENT JOINT COMPOUND

7/8" HAT CHANNELS @24"

O.C. MAX.

HANGER WIRE

1 1/2" COLD ROLLED STEEL

CHANNEL @48" O.C.

(E) HANGER WIRE

(E) SALVAGED AND

REINSTALLED 24" x 48"

ACOUSTICAL CEILING PANEL

LAY-IN GRID SYSTEM,

MODIFY FOR NEW

CONSTRUCTION.

NOTE TO CONTRACTOR:

REPLACE DAMAGED TILES TO

MATCH EXISTING.N/A

N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A

N/A N/A

3"

1/

2"

1/

4"

4 1/4"

NOTE: PROVIDE DIAGONAL

BRACING @32" O.C. MAX.

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/AFG4

SCHEDULED FINISH, SEE FINISH

PLANS AND SCHEDULE FOR TYPE

AND LOCATION

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/A(E)FLR-S

F.

V.

-4

F.

V.

- 4

'-0

F.

V.4"

(4 " M

IN

6"

GRANULAR SUB-BASE W/

LAYER OF 3/4" MINUS

CRUSHED STONE; 95% MIN.

COMPACTION DENSITY

CAST-IN-PLACE CONCRETE

SLAB W/ 6"x6"x#10x#10

W.W.MESH TO MATCH

EXISTING WHERE REMAINS

(EXISTING PIPING CRAWL SPACE)

EXISTING CAST-IN-PLACE

SUSPENDED CONCRETE

SLAB W/ 6"x6"x#10x#10

W.W.MESH (PER 1954 AS-

BUILTS); F.V.

EXISTING CAST-IN-PLACE

CONCRETE SLAB ON GRADE;

F.V.

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/A(E)FLOOR

COMPACTED GRAVEL SUB-BASE

F.

V.

-4

F.

V.

-6

EXISTING CAST-IN-PLACE

CONCRETE SLAB W/ 6"x6"x# 10x#10 W.W.MESH (PER 1954

AS-BUILTS); F.V.

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/AFG4.1D

GRANULAR SUB-BASE W/

LAYER OF 3/4" MINUS

CRUSHED STONE; 95% MIN.

COMPACTION DENSITY

CAST-IN-PLACE CONCRETE

SLAB W/ 6"x6"x#10x#10

W.W.MESH (SIM. TO MATCH

EXISTING)

1 1/2"

4"

1/

2" D

EP

R

ES

SI

O N

4"

TILE IN THICK-SET MORTAR

BED @SHOWER STALLS;

SEE PLAN

EXISTING

4" 6"

(REMOVED EXISTING

FINISHES IN THEIR ENTIRETY,

PREP FOR NEW FINISH;

SCHEDULED FINISH, SEE

FINISH PLANS AND SCHEDULE

FOR TYPE AND LOCATION

SCHEDULED FINISH, SEE FINISH

PLANS AND SCHEDULE FOR TYPE

AND LOCATION

(REMOVED EXISTING

FINISHES IN THEIR ENTIRETY,

PREP FOR NEW FINISH;

SCHEDULED FINISH, SEE

FINISH PLANS AND SCHEDULE

FOR TYPE AND LOCATION

A. REFER TO STRUCTURAL DRAWINGS FOR

STRUCTURAL DECKING REQUIREMENTS AND

ATTACHMENTS.

B. PROVIDE SEISMIC BRACING AT WALL TYPES THAT

DO NOT EXTEND TO DECK. REFER TO DETAILS ON

A700s SHEET SERIES.

C. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES

SHALL BE PROVIDED PER DETAILS ON G550s SHEET

SERIES.

D. INFORMATION SUPPLIED ON THIS SHEET IS

SUPPLIED AS A BASE CASE AND IS SUPERCEDED BY

LOCATION SPECIFIC DETAIL DRAWINGS.

E. REFER TO TYPICAL DETAILS ON A700s SHEET

SERIES FOR HORIZONTAL AND VERTICAL

CONNECTIONS.

F. ALL FIRE RATED ASSEMBLIES TO BE CONTINUOUS;

FIRE CAULK AND/OR FIRE SAFING TO BE PROVIDED

AT ALL ASSEMBLY TERMINATIONS.

G. ALL ACOUSTICALLY RATED ASSEMBLIES TO BE

CONTINUOUS; ACOUSTIC CAULK TO BE PROVIDED

AT ASSEMBLY TERMINATIONS OR PENETRATIONS.

H. LIGHT FIXTURES IN CEILINGS TO RECEIVE BATT

INSULATION ON TOP SHALL HAVE A BOX OUT TO

PROTECT THE INSULATION FROM THE HEAT OF THE

LIGHT SOURCE PER DETAIL.

I. ALL EXPOSED INTERIOR CONCRETE IS TO BE

SEALED UNLESS NOTED OTHERWISE.

J. INFORMATION IN THE LEGEND BELOW IS FOR

REFERENCE ONLY AND DOES NOT OVERRIDE THE

CONTENTS OF THE DETAILS ON THIS SHEET.

K. DO NOT SCALE DRAWINGS.

GENERAL NOTES -

HORIZONTAL ASSEMBLIES

A. WALL HEIGHT: ALL NEW INTERIOR WALL ASSEMBLIES

ARE CONTINUOUS TO BOTTOM OF DECK UNLESS

NOTED OTHERWISE. REFER TO THE LEGENDS ON

THIS SHEET AND COORDINATE WITH PLANS.

B. TILE BACKER / CEMENT BOARD: WALL TYPES

DESCRIBED ON THIS SHEET DO NOT SHOW OR

ACCOUNT FOR REQUIREMENTS WHERE A TILE FINISH

OCCURS. WHERE THE FINISH SCHEDULE OR

INTERIOR ELEVATIONS CALL FOR TILE, REPLACE

GYPSUM BOARD SHOWN IN THAT WALL'S ASSEMBLY

WITH TILE BACKER / CEMENT BOARD WHERE THE

TILE OCCURS. REPLACE OTHER GYPSUM BOARD

SHOWN IN THAT WALL'S ASSEMBLY WITH MOISTURE

RESISTANT GYPSUM BOARD WHERE NO TILE

OCCURS.

C. BACKING / SUPPORT: WALL TYPES DESCRIBED ON

THIS SHEET DO NOT ACCOUNT FOR REQUIRED

BACKING. CONTRACTOR TO PROVIDE BACKING /

SUPPORT FOR ALL MOUNTED FIXTURES, EQUIPMENT,

CASEWORK, AND/OR SYSTEMS FURNITURE.

COORDINATE WITH FLOOR PLANS, AND INTERIOR

ELEVATIONS PRIOR TO THE COVERING OF STUD

FRAMING. REFER TO MANUFACTURER'S

RECOMMENDATIONS WHERE APPLICABLE,

OTHERWISE REFER TO DETAILS ON A700s SHEET

SERIES.

D. STRUCTURAL SHEATHING: REFER TO STRUCTURAL

DRAWINGS FOR STRUCTURAL SHEATHING

REQUIREMENTS AND ATTACHMENTS.

E. SEISMIC BRACING: PROVIDE SEISMIC BRACING AT

ALL WALL TYPES THAT DO NOT EXTEND TO DECK,

REFER TO DETAILS ON A700s SHEET SERIES.

F. PENETRATIONS: PENETRATIONS THROUGH FIRE

RATED ASSEMBLIES SHALL BE PROVIDED PER G550s

SHEET SERIES.

G. LISTED ASSEMBLIES: RATED ASSEMBLIES PROVIDED

PER G550s SHEET SERIES.

H. ACOUSTIC WALLS: AT ALL WALLS WITH SOUND

ATTENUATION, SEAL ENTIRE TOP AND BOTTOM OF

WALL WITH SOUND SEALANT.

I. DEFLECTION TRACK: AT ALL WALLS THAT EXTEND

TO STRUCTURE PROVIDE DEFLECTION TRACK.

REFER TO DETAILS ON A700s SHEET SERIES.

J. RATED WALL PRIORITY: FOR PARTITION PRIORITY

FOR SEQUENCING OF RATED WALL CONSTRUCTION

REFER TO DETAILS ON A700s SHEET SERIES.

K. INFORMATION IN THE LEGENDS BELOW IS FOR

REFERENCE ONLY AND DOES NOT OVERRIDE THE

CONTENTS OF THE DETAILS ON THIS SHEET.

L. DO NOT SCALE DRAWINGS.

GENERAL NOTES -

WALL TYPE ASSEMBLIES

T

CR HIT

E

A

IC

E

L

NS E D

C

O UT

HS

TE

TA

F

A

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

O J E

C T

N O

05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:3

:1

P M

A u to d e sk

D o c s:

U T

N G

A F

A rm o ry

L a tr in e R e m o d e l_ r2

/A R

C H

_2

-A m e ri c a n

F o rk A rm o ry L a tr in e

R e m o d e l_

.r v t

ASSEMBLY

TYPES

MC/JP/KM/SLT

S o u th

E a s t, A m e ri c a n F o rk

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25057

05.11.2026

PERMIT SET

GI501

SLT

A M

E R

IC

A

N F

O R

K A

R M

O R

Y L

A T

R

IN

E R

E M

O D

E L

XCS#1.11

PREFIX: 'C' FOR CEILING

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

CEILING TAG LEGEND

CONSTRUCTION TYPES

CONCRETE C

STEEL FRAMING S

SUSPENDED TRACK T

C-H (SHAFTWALL) STUD H

WOOD FRAMING W

FINISH F

FIRE RATING

1 HOUR

2 HOUR

3 HOUR

4 HOUR

NO RATING

TYPE (AS NEEDED)

PREFIX: 'X' FOR EXTERIOR

(AS NEEDED)

CS#1.11

INTERIOR FINISH TYPES

GYPSUM BOARD .1

ACT .3

WOOD .5

EXTERIOR FINISH TYPES

METAL PANEL .6

PROFILED METAL PANEL .7

EIFS .9

FINISH INDICATOR (SEE BELOW)

NOT SHOWN

S61M(C)

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

MODIFIERS (AS NEEDED, SEE BELOW)

CONCRETE C

MASONRY M

STEEL STUDS S

C-H (SHAFTWALL) STUD H

WOOD STUDS W

DOUBLE STUD #D

ACOUSTIC RATING A

FURRING F

GYP. ONE SIDE G

LEAD SHIELDING L

RF SHIELDING R

MAGNETIC SHIELDING M

WALL TILE T

TOP OF WALL CONDITION MODIFIER (SEE BELOW)

SEE TABLE BELOW

0 HOUR (SMOKE) 0

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

INTERIOR WALL TAG LEGEND

CONSTRUCTION TYPES FIRE RATING

MODIFIER EXAMPLES TOP OF WALL CONDITIONS

TOP OF WALL MODIFIERS

(U) = UNDERSIDE / BOTTOM OF CEILING

WALL EXTENDS TO UNDERSIDE OF

CEILING. TERMINATE WITH "J" MOULD AT

GYP. BOARD WALLS.

EXAMPLE

LINE OF STRUCTURE ABV. TYP.

CEILING, TYP.

SUBSTRATE, TYP.

(C) = 6" ABOVE CEILING

WALLS WILL TERMINATE AT 6" ABOVE THE HIGHEST

ADJOINING CEILING (UNLESS OTHERWISE NOTED)

OR 1 FULL COURSE ABOVE FOR MASONRY WALLS.

(H) = PARTIAL HEIGHT

REFER TO DRAWINGS FOR TOP OF

WALL ELEVATION

(S) = ONE SUBSTRATE TO STRUCTURE

SUBSTRATE BOARD WILL TERMINATE TO BOTTOM

OF DECK ON ONE SIDE AND THE OTHER SIDE SHALL

TERMINATE AT 6" ABOVE ADJOINING CEILING

(UNLESS OTHERWISE NOTED). TERMINATE 1 FULL

COURSE ABOVE FOR MASONRY WALLS.

(N) = NO SUBSTRATES TO STRUCTURE

SUBSTRATE BOARDS WILL TERMINATE AT 6" ABOVE

ADJOINING CEILING (UNLESS OTHERWISE NOTED)

OR 1 FULL COURSE ABOVE FOR MASONRY WALLS.

BRACING, TYP.

DETAILS PROVIDED PER A700s SHEET SERIES.

STUDS, TYP.

6" A

BV

6"

A

BV

6" A

BV

FC#2.1

PREFIX: 'F' FOR FLOOR

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

FLOOR TAG LEGEND

CONSTRUCTION TYPES

CONCRETE C

CONCRETE, S.O.G G

CONCRETE PAD P

STEEL JOIST / TRUSS S

WOOD JOIST / TRUSS W

METAL DECK W/ SUBSTRATE D

FIRE RATING

TYPE (AS NEEDED)

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

# Date Revision

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

A. DETAILS AND DIAGRAMS ON THIS SHEET ARE

PROVIDED AS A MINIMUM DEMONSTRATION OF

ACCESSIBILITY REQUIREMENTS BASED ON THE 2017

ICC / ANSI A117.1 STANDARDS. SEE THE

AFOREMENTIONED STANDARD FOR A

COMPREHENSIVE COLLECTION OF DETAILS AND

BUILDING BLOCKS. SEE PROJECT SPECIFIC DETAILS

FOR ADDITIONAL INFORMATION. VERIFY WITH

ARCHITECT ANY DIFFERENCES OR DISCREPANCIES

BEFORE PROCEEDING WITH CONSTRUCTION.

B. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED

FIXTURES, EQUIPMENT, CASEWORK, AND / OR

SYSTEMS FURNITURE. COORDINATE WITH FLOOR

PLANS, AND INTERIOR ELEVATIONS PRIOR TO THE

COVERING OF STUD FRAMING. REFER TO

MANUFACTURER'S RECOMMENDATIONS WHERE

APPLICABLE, OTHERWISE REFER TO DETAILS ON

AE700s SHEET SERIES.

C. DO NOT SCALE DRAWINGS.

GENERAL NOTES - ACCESSIBILITY

EXISTING BUILDING

CIRCULAR TURNING AREA

OVERLAP OF KNEE & TOE CLEARANCES

T-SHAPED TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCE COMPLYING WITH SECTION 306 OF EITHER THE BASE OR ONE ARM

5' - 0"

2'

1"

EXISTING BUILDING

T-SHAPED TURNING AREA

5'

0"

5' - 0"

1' - 0" 3' - 0" 1' - 0"

EXISTING BUILDING

CLEAR FLOOR AREA

2' - 6"

4'

0"

VERTICAL CHANGES IN

LEVELS

1/4" MAX

BEVELED CHANGES IN

LEVELS

GREATER THAN 1/4" BUT NOT MORE

THAN 1/2" MAX SHALL BE BEVELED

WITH A SLOPE NOT STEEPER THAN

1:2

PREDOMINANT DIRECTION OF TRAVEL

LONG DIM. PERP. TO

DIRECTION OF TRAVEL

1/2" MAX

36"MIN

X

4"

60"MIN

X

5"

CLEAR FLOOR SPACE

FORWARD APPROACH

CLEAR FLOOR SPACE

PARALLEL APPROACH

MANEUVERING CLEARANCE

IN AN ALCOVE

FORWARD APPROACH

MANEUVERING CLEARANCE

IN AN ALCOVE

PARALLEL APPROACH

52" x 30" CLEAR FLOOR AREA FOR NEW BUILDINGS REPRESENTED

TO

C

O N

TR

O

LS

"M

AX

PAPER TOWEL

DISPENSER AND

TRASH

(UNOBSTRUCTED)

PAPER TOWEL

DISPENSER

(UNOBSTRUCTED)

SANITARY NAPKIN

VENDOR

(UNOBSTRUCTED)

TO

O

PE

N

IN

G

"M

AX

TOILET SEAT

COVERS

(UNOBSTRUCTED)

BABY CHANGING

STATION

(UNOBSTRUCTED)

HAND DRYER

(UNOBSTRUCTED)

TO

C

O N

TR

O

LS

"M

AX

18"MIN

TO

R

EF

LE

C

TI

VE

S

U R

FA

C

E

" M

IN

" M

AX

FULL LENGTH

MIRROR

(UNOBSTRUCTED)

TO

R E

FL

E

C

TI

V E

S

U R

FA

C

E

TO

D

IS

PE

N

SE

R

"M

AX

TO

D

IS

PE

N

SE

R

"M

AX

"M

AX

13 1/2" MIN

"M

IN

39" -41"

12"MAX 42"MIN.

54"MIN.

36"MIN 6"MAX

16" -18"

60"MIN.

NOTE: DIMENSIONS ARE TO TOP/BOTTOM OF GRAB BARS UNLESS NOTED OTHERWISE

7" -9"

"M

IN

CL

1/

2" M

IN

. C

LE

AR

"M

IN

. C

LE

AR

" M

AX

RECESSED

DISPENSERS ARE

ALLOWED WITHIN

SHADED AREA

TOILET PAPER DISPENSER LOCATION

" M

IN

W

AL

L

H U

N G

T O

IL

ET

42"MIN

FLUSH CONTROLS SHALL BE LOCATED

ON THE OPEN SIDE OF THE WATER

CLOSET IN ACCESSIBLE STALLS

17"MIN.

"M

AX

"M

IN

C

LE

AR

AN

C E

9" M

IN

. T

O E

11"MIN.

8"MIN.

LEG CLEARANCE

"M

AX

"M

IN

"M

AX

"M

AX

ADA STYLE LEVER FAUCETSSOAP DISPENSER

MIRROR

INSULATED PIPES

"M

IN

30"MIN.

TO

R

E

FL

E C

TI

V

E S

U R

FA

C

E

" M

IN

" M

AX

18"

BACK

1/2" MAX THRESHOLD

(BEVELED ROUNDED

OR VERTICAL)

SEAT WALL

CENTERLINE OF

CONTROL WALL

"M

IN

"M

AX

60" LONG HOSE, MIN. W/

VERTICAL BAR FOR

ADJUSTABLE HEIGHT OF

HAND SHOWER. MOUNT SO

AS TO NOT OBSTRUCT THE

USE OF GRAB BARS.

CONTROL AREA

CONTROL WALL

SEAT SEAT

" M

IN

3"

- 6

4"

MAX

15"

NOTE: DIMENSIONS ARE TO TOP/BOTTOM OF GRAB BARS.

CLEAR FLOOR SPACE

S E

A T

W A

LL

C O

N

TR

O L

W A

LL

BACK

18"

CLEAR INSIDE

36"

" M

IN

C

LE

AR

IN

SI

D

E

52"MIN

4" C L

18" VERTICAL

GRAB BAR

CLEAR FLOOR SPACE

S E

A T

W A

LL

C O

N

TR

O L

W A

LL

BACK

18"

CLEAR INSIDE

36"

" M

IN

C

LE

AR

IN

SI

D

E

52"MIN

4" C L

18" VERTICAL

GRAB BAR

NEW BUILDING OPT. 1

4"MAX

NEW BUILDING OPT. 2

22" -23"MAX.

2 1/2"MAX.

15" -16"MAX.

1/

2" M

AX

" M

IN

.1

5" M

AX

3" M

AX

SEAT DESIGN PER SECTION 610

WALL MOUNTED SIGNAGE TO BE

LOCATED ON LATCH SIDE OF DOOR &

CLEAR OF DOOR SWING. MOUNT AT 48"

MIN TO 60" MAX TO BOTTOM OF RAISED

LETTERING FROM FINISH FLOOR

WOMEN

WOMENHEIGHT OF LETTERING, 5/8"

TO 2" MAX, WITH UPPER

CASE CHARACTERS

CORRESPONDING GRADE 2 BRAILLE

LOCATION

SINGLE DOOR:

MOUNT ON LATCH SIDE OF DOOR

DBL DOOR - 1 ACTIVE LEAF:

MOUNT ON INACTIVE LEAF.

DBL DOOR - 2 ACTIVE LEAVES:

INSTALL ON RIGHT SIDE OF RIGHT

HAND DOOR

MEN WOMEN

UNISEX RESTROOM

MEN

HANDICAPPED

ACCESSIBLE

RESTROOM

TO

B

O

TT

O M

O F

R

AI

SE

L

ET

TE

R

IN

G

" M

IN

" M

AX

SEE CLEAR FLOOR AREA GRAPHIC

CL

18"MIN

" M

IN

CLEAR FLOOR AREA, CENTERED ON RAISED

CHARACTERS, OUTSIDE OF DOOR SWING

TO

B

AS

EL

IN

E

O F

BR

AI

LL

E

" M

IN

" M

AX

5"MAX.

15"MIN.

8"MIN.

9" M

IN

"M

IN

W H

EE

L

C H

AI

R

"M

AX

11"MIN.

"M

IN

52"MIN

CLEAR FLOOR SPACE

CONTROLS AT OR

NEAR FRONT EDGE

CANTILEVERED DRINKING FOUNTAIN & WATER COOLERS

W H

EE

L

C H

AI

R

" M

AX

ST

AN

D

IN

G P

ER

SO

N

3"

IF

IN

SI

D

E

AL

C O

VE

"M

IN

WHERE PROVIDED IN WET

LOCATIONS THE SURFACE OF THE

BENCH SHALL BE SLIP RESISTANT

AND WATER SHALL NOT

ACCUMULATE ON THE SURFACE

GROUND SLOPE NOT

STEEPER THAN 1:48

CLEAR

FLOOR

SPACE

42"MIN.

42"MIN.

SEE SECTION 903.4 FOR BACK SUPPORT CRITERIA

PLAN ELEVATION

RECEPTACLE

OUTLET

UNOBSTRUCTED

THERMOSTAT

UNOBSTRUCTED

SWITCH

RECEPTACLES AND SWITCH MOUNTING HEIGHTS

UNOBSTRUCTED FIRE

ALARM PULL BOX

"M

IN

.36

"M

IN

"M

AX

"M

AX

FIRE EXTINGUISHER

T

CR HIT

E

A

IC

E

L

NS E D

C

O UT

HS

TE

TA

F

A

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

O J E

C T

N O

05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:2

:2

P M

A u to d e sk

D o c s:

U T

N G

A F

A rm o ry

L a tr in e R e m o d e l_ r2

/A R

C H

_2

-A m e ri c a n

F o rk A rm o ry L a tr in e

R e m o d e l_

.r v t

ACCESSIBILITY

COMPLIANCE

AN

S o u th

E a s t, A m e ri c a n F o rk

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25057

05.11.2026

PERMIT SET

GI701

SLT

A M

E R

IC

A

N F

O R

K A

R M

O R

Y

L A

T R

IN

E

R E

M O

D E

L

3/8" = 1'-0"GI701

A4 ADA TURNING AREAS

6" = 1'-0"GI701

A2 CHANGES IN LEVEL

3/8" = 1'-0"GI701

B2 MANEUVERING CLEARANCES

3/8" = 1'-0"GI701

C2 MOUNTING HEIGHTS

3/8" = 1'-0"GI701

B6 URINALS & WATER CLOSETS

3/8" = 1'-0"GI701

C4 ACCESSIBLE SINKS

3/8" = 1'-0"GI701

C6 ACCESSIBLE 3x3 SHOWER STALL

3/8" = 1'-0"GI701

D5 TRANSFER SHOWER & SEAT

3/8" = 1'-0"GI701

D3 SIGNAGE

3/8" = 1'-0"GI701

B4 DRINKING FOUNTAIN DETAIL

3/8" = 1'-0"GI701

D6 ACCESSIBLE BENCH

3/8" = 1'-0"GI701

D1 MISC. MOUNTING HEIGHTS

# Date Revision

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

A. PROTECT WALLS, CEILINGS, FLOORS,

DOORS, AND OTHER EXISTING FINISH WORK

THAT ARE TO REMAIN OR THAT ARE

EXPOSED DURING SELECTIVE DEMOLITION

OPERATIONS.

B. PATCH AND REPAIR DAMAGE TO WALLS,

CEILINGS, AND FLOORS RESULTING FROM

DEMOLITION OF EXISTING ITEMS OR

CONSTRUCTION OF NEW ITEMS AND/OR

REPLACE WITH NEW TO MATCH EXISTING.

CLEAN AND PREPARE TO RECEIVE NEW

FINISH.

C. PROTECT ADJACENT AREAS FROM DUST

AND DEBRIS DURING SELECTIVE

DEMOLITION OPERATIONS.

D. RECYCLE ALL DEBRIS. WHEN UNABLE TO

RECYCLE, TRANSPORT DEMOLISHED

MATERIALS OFF OWNER'S PROPERTY AND

LEGALLY DISPOSE OF DEBRIS.

E. FIELD VERIFY EXISTING CONDITIONS AND

THEIR COMPATIBILITY WITH NEW

CONSTRUCTION PRIOR TO THE

COMMENCEMENT OF WORK.

F. CLEAN ADJACENT AREAS OF DUST, DIRT,

AND DEBRIS CAUSED BY SELECTIVE

DEMOLITION OPERATIONS. RETURN

ADJACENT AREAS TO CONDITION EXISTING

BEFORE SELECTIVE DEMOLITION

OPERATIONS BEGAN.

G. SEE MECHANICAL, PLUMBING, & ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION

COORDINATE DISCREPANCIES WITH

ARCHITECT PRIOR TO PROCEEDING WITH

WORK.

H. ITEMS IDENTIFIED IN SALVAGE ACCESSORY

LEGEND TO BE RETURNED TO OWNER'S

STOCK. PROTECT FROM DAMAGE.

I. SOME INCIDENTAL ITEMS REQUIRING

REMOVAL MAY NOT BE SPECIFICALLY

CALLED OUT. REMOVAL OF ALL ITEMS

NECESSARY FOR THE COMPLETION OF

WORK IS THE RESPONSIBILITY OF THE

CONTRACTOR.

J. ASBUILT DRAWINGS ARE NOT AVAILABLE

FOR THIS BUILDING. CONTRACTOR TO

VERIFY EXISTING FIRE RATING TYPES AND

LOCATIONS AND ALERT ARCHITECT IF

DIFFERENT THAN SHOWN IN THE DRAWINGS.

K. DO NOT SCALE DRAWINGS.

GENERAL NOTES - DEMOLITION PLANS

(E) OFFICE

(E) UNISEX

(E) WOMEN'S

RESTROOM

(E) JANITOR

(E) MEN'S

RESTROOM

(E)

ASSEMBLY

ROOM

(E) STORAGE

(E) KITCHEN

02:RP1

02:RP5

02:RP2

02:RP21 02:DW1

02:RP5

02:DW1

02:RE1

02:DW1

02:RE1

02:RP2

02:DW1

02:RE1

02:RE1

02:RE1

02:RE1

02:RE1

02:RE1

02:RE1

02:RE1

02:RE2

02:RE102:RE1

02:RE1

02:RE1

02:RE202:RE2

02:RE1 02:RE1

02:DD2

02:DD202:DW1

02:DW1

02:EL2

02:TW1

02:TW1

5' - 0"

5'

0"

S3G

S3G

S3G

S3G

02:DW1

02:TF1

02:DF5

02:RD1

02:RP5

02:DF6

02:DW1

02:DF6

02:DF6

02:DF6

+/- 1' - 6"

- 3

+/- 3"

+/- 5' - 11 1/2" +/- 3' - 0" +/-8' - 4 1/8"

- 1

- 9

02:DF1

02:DF1

02:PL1

02:PL1

02:PL1

-6

- 3

+/- 3' - 6"

02:RE1

02:FH1

02:EL2

(E)

VESTIBULE

N.I.C.

- 1

- 3

/2

" F .V

.F.V.

+/- 2' - 10"

F.

V.

- 3

/2

+/- 2' - 10 1/4" F.V. +/- 12' - 7 3/4" F.V.F.

V.

- 3

1/

4"

F.

V.

- 3

/2

+/-3' - 0" F.V.

+/- 6"

F.V.

+/- 1' - 8"

F.V.

+/- 3' - 8 1/4"

F.V.

+/- 1' - 4"

- 3

/2

" F .V

- 8

" F

.V

45°

F.V.

+/- 4' - 7"

F.V

1'

- 8

F.

V.

- 3

F.

V.

- 1

- 8

" F

.V

F.V.

+/- 2' - 6 1/4"

F.V.

+/- 3' - 3 3/4"

135°

F.V.

+/- 3' - 1 1/4"

F.V

1'

- 4

+/-18' - 11 1/2"

-3

9'

1"

+/-26' - 10 3/4"

+/-59' - 5 1/2"

+/-10' - 7 1/2"

-1

0'

1/

2"

1/

4" +/-17' - 8 1/4"

COORD. W/ NEW CONSTR.

+/-6' - 6 1/4"

02:TF1

02:DD1

02:DD1

02:DD3

(E)FS

(E)FLOOR

(E)FLOOR

(E)FLR-S

(E)FLR-S

(E)FLOOR

NOTE TO CONTRACTOR: EXISTING 25/32" X 3" T&G MAPLE WOOD

GYM FLOORING SYSTEM OVER 3/4" WOOD SUB-FLOORING

PRESERVATIVE TREATED OVER 2X4 WOOD SLEEPERS @16" O.C.

PRESERVATIVE TREATED W/ DAMPPROOFING OVER DEPRESSED

CONCRETE SLAB (PER 1954 AS-BUILTS, FIELD VERIFY);

PERIMETER OF WOOD FLOORING SPACED 1" EXPANSION;

EXISTING PERIMETER 3"X2"X3/16" VENT COVE BASE ANCHORED

TO WALL; REMOVAL OF ANY EXISTING 2X4 WOOD SLEEPERS FOR

NEW CONSTRUCTION MUST BE REPLACED TO MATCH EXISTING

ALONG PERIMETER OF GYM FLOORING WHERE AFFECTED BY

NEW CONSTRUCTION; SCOPE OF WORK TO BE FIELD

DETERMINED; PROTECT ALL EXISTING WOOD FLOORING SYSTEM

TO REMAIN IN (E) ASSEMBLY ROOM.

(E) OFFICE

(E) UNISEX

(E) WOMEN'S

RESTROOM

(E) JANITOR

(E) MEN'S

RESTROOM

(E)

ASSEMBLY

ROOM N.I.C.

(U.N.O.)

(E) STORAGE

(E) KITCHEN

TYP.

02:DL1

02:DC1

02:DC1

02:DL1

02:DL1

EXISTING CONCRETE BALCONY, ABOVE

02:EL1

02:EL1

TYP.

02:DL1

(E)

VESTIBULE

N.I.C.

TYP.

02:RP12

TYP.

02:RP12

TYP.

02:RP12

TYP.

02:DL1

TYP.

02:DL1

TYP.

02:ED2

TYP.

02:ED2

TYP.

02:ED2

NEW CONSTRUCTION

AS REQUIRED FOR

PUBLIC SIDE RESTROOM

CONSTRUCTION SIDE

EXISTING FLOORING

3 5/8" X 25 GAUGE METAL STUDS @ 24" O.C.

SCREWED TO PLYWOOD BASE SHEETS

ONLY @ 32" O.C.

PROVIDE TEMPORARY CONSTRUCTION

FLOORING PROTECTION SYSTEM OVER

WOOD FLOORING SYSTEM: BASE LAYER W/

SYNTHETIC BREATHABLE FLOOR

PROTECTION (RAM BOARD), W/

INTERMEDIATE CUSHION LAYER (THIN

FOAM BOARD OR MASONITE HARDBOARD)

AND TOP LAYER (3/4" PLYWOOD W/ TAPPED

SEAMS, AVOID SCREWING TO THE GYM

FLOOR)

AD111

A6

AD111

B6

EXISTING CEILING SYSTEM TO REMAIN

1/2" PLYWOOD, CONT.

8 MIL "VIS-QUEEN" PLASTIC DUST

MEMBRANE.

EXISTING CEILING SYSTEM TO REMAIN

EXISTING FLOORING

PROVIDE TEMPORARY CONSTRUCTION

FLOORING PROTECTION SYSTEM OVER

WOOD FLOORING SYSTEM: BASE LAYER W/

SYNTHETIC BREATHABLE FLOOR

PROTECTION (RAM BOARD), W/

INTERMEDIATE CUSHION LAYER (THIN

FOAM BOARD OR MASONITE HARDBOARD)

AND TOP LAYER (3/4" PLYWOOD W/ TAPPED

SEAMS, AVOID SCREWING TO THE GYM

FLOOR)

8 MIL "VIS-QUEEN" PLASTIC DUST

MEMBRANE.

3 5/8" X 25 GAUGE METAL STUDS @ 24" O.C.

SCREWED TO PLYWOOD BASE SHEETS

ONLY @ 32" O.C.

T

CR HIT

E

A

IC

E

L

NS E D

C

O UT

HS

TE

TA

F

A

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

O J E

C T

N O

05-11-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:2

:2

P M

A u to d e sk

D o c s:

U T

N G

A F

A rm o ry

L a tr in e R e m o d e l_ r2

/A R

C H

_2

-A m e ri c a n

F o rk A rm o ry L a tr in e

R e m o d e l_

.r v t

ENLARGED

RESTROOM

DEMOLITION

PLANS &

DETAILS

MC

S o u th

E a s t, A m e ri c a n F o rk

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25057

05.11.2026

PERMIT SET

AD111

AW

A M

E R

IC

A

N F

O R

K A

R M

O R

Y

L A

T R

IN

E

R E

M O

D E

L

KEYNOTE SCHEDULE

TAG KEYNOTE TEXT

02:DC1 DEMOLISH PORTION OF CEILING (SHOWN DASHED)

02:DD1 REMOVE EXISTING DOORS. SALVAGE FOR REUSE IN

NEW CONSTRUCTION

02:DD2 REMOVE EXISTING METAL DOOR & FRAME

02:DD3 REMOVE EXISTING METAL DOOR & FRAME; PREP FOR

NEW INFILL WALL CONSTRUCTION

02:DF1 REMOVE EXISTING FLOOR FINISHES (SHADED AREAS)

IN THEIR ENTIRETY OVER CONCRETE SLAB OVER

GRADE (U.N.O.); OFFICES CARPET TILE AND

ADHESIVE; RESTROOMS FLOOR TILE AND THIN SET;

PATCH & REPAIR SUBSTRATES & PREP SURFACES

FOR NEW CONSTRUCTION

02:DF5 REMOVE DRINKING FOUNTAIN AND SALVAGE FOR

REUSE IN NEW CONSTRUCTION

02:DF6 SAW-CUT AND REMOVE SECTION(S) OF EXISTING

REINFORCED CONCRETE SLAB & FINISHES AS

REQUIRED FOR NEW UNDERGROUND PLUMBING AND

DEPRESSED SLABS FOR NEW SHOWER STALLS,

SHOWN IN DARK HATCHED CONCRETE AREAS;

COORDINATE WITH NEW CONSTRUCTION; EXTENT TO

BE FIELD DETERMINED

02:DL1 REMOVE AND SALVAGE EXISTING 2X4 LIGHT FIXTURE

FOR REUSE IN NEW CONSTRUCTION

02:DW1 DEMOLISH EXISTING WALL

02:EC2 EXISTING CEILING SYSTEM TO REMAIN

02:ED2 REMOVE EXISTING ACCESS DOOR, SALVAGE FOR

USE IN NEW CONSTRUCTION

02:EF5 EXISTING FLOORING

02:EL1 EXISTING LIGHT FIXTURE, TO REMAIN

02:EL2 REMOVE EXISTING METAL LOCKERS. SALVAGE FOR

REUSE IN NEW CONSTRUCTION

02:FH1 EXISTING FLOOR HATCH TO REMAIN, PROTECT IN

PLACE, PREPARE FOR NEW FINISHES

02:PL1 EXISTING PLUMBING PIPING CHASE BELOW

SUSPENDED CONCRETE SLAB (LIGHT SHADED GRAY

AREA), DASHED LINE REPRESENTS 6" THICK

REINFORCED FOUNDATION WALL BELOW

02:RD1 REMOVE EXISTING DOOR

02:RE1 TEMPORARILY REMOVE, SALVAGE & PROTECT

EXISTING EQUIPMENT; COORDINATE WITH BUILDING

USERS ON LOCATION

02:RE2 TEMPORARILY REMOVE, SALVAGE & PROTECT

EXISTING EQUIPMENT; REINSTALL PER NEW

CONSTRUCTION PLAN

02:RP1 REMOVE EXISTING RESTROOM PARTITIONS, DOORS,

ETC.

02:RP2 REMOVE EXISTING SINKS AND FAUCETS

02:RP5 REMOVE EXISTING PLUMBING FIXTURE

02:RP12 REMOVE EXISTING MECHANICAL SUPPLY & RETURN

AIR DIFFUSERS. COORDINATE W/ MECHANICAL

02:RP21 REMOVE EXISTING FLOOR SINK; PATCH/REPAIR CONC

SLAB FOR NEW CONSTRUCTION

02:TF1 PROVIDE TEMPORARY CONSTRUCTION FLOORING

PROTECTION SYSTEM OVER WOOD FLOORING

SYSTEM: BASE LAYER W/ SYNTHETIC BREATHABLE

FLOOR PROTECTION (RAM BOARD), W/ INTERMEDIATE

CUSHION LAYER (THIN FOAM BOARD OR MASONITE

HARDBOARD) AND TOP LAYER (3/4" PLYWOOD W/

TAPPED SEAMS, AVOID SCREWING TO THE GYM

FLOOR)

02:TW1 PROVIDE TEMPORARY DUST AND CONTROL WALL

CONSTRUCTION AND SECURED ACCESS DOOR

05:MS5 3 5/8" X 25 GAUGE METAL STUDS @ 24" O.C.

SCREWED TO PLYWOOD BASE SHEETS ONLY @ 32"

O.C.

06:PS4 1/2" PLYWOOD, CONT.

07:DM1 8 MIL "VIS-QUEEN" PLASTIC DUST MEMBRANE.

1/4" = 1'-0"AD111

A3 LEVEL 01 ENLARGED DEMOLITION PLAN

1/4" = 1'-0"AD111

D3 LEVEL 01 DEMOLITION REFLECTED CEILING PLAN

1 1/2" = 1'-0"AD111

A5 TEMPORARY CONSTRUCTION WALL SECTION

3" = 1'-0"AD111

A6 TYP. TEMPORARY WALL FLOOR CONNECTION

3" = 1'-0"AD111

B6 TEMPORARY WALL CEILING CONNECTION @ GYP. CEILING

KEYPLAN

0' 4' 8' 12'

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

0' 4' 8' 12'

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

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DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/08/2026

A. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR

COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO

THE COMMENCEMENT OF WORK. COORDINATE

DISCREPANCIES WITH ARCHITECT.

B. ALL NEW WALL ASSEMBLIES ARE CONTINUOUS TO

BOTTOM OF DECK UNLESS NOTED OTHERWISE.

C. PLAN WALL DIMENSIONS ARE TO GRID LINE OR FACE

OF WALL STRUCTURE, UNLESS NOTED OTHERWISE.

"CLEAR" DIMENSIONS ARE TO FACE OF WALL FINISH.

D. WHERE THE FINISH SCHEDULE OR INTERIOR

ELEVATIONS CALL FOR TILE, REPLACE GYPSUM

BOARD SHOWN IN THE WALL'S ASSEMBLY WITH TILE

BACKER BOARD WHERE TILE…