5-2-DA27002-26317480 Plans-CW Bldg. 21.pdf

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

NEXUS PROJECT #: DFCM PROJECT NO. 26317480

VICINITY MAP

PROJECT LOCATION

PROJECT DESCRIPTION:

DFCM APPROVAL

UTAH NATIONAL GUARD

CAMP WILLIAMS

BUILDING 21 REMODEL

17800 S Redwood Rd, Bluffdale, UT 84065

PERMIT SET

05.15.2026

25062

The projects scope of work consists of the Camp Williams existing South Building 21 Remodel constructed in the early 1990s, including comprehensive renovation of the existing interior and selective exterior upgrades to repurpose the facility for office, conference, and training functions.

Scope includes complete demolition of existing interior construction; construction of new offices, conference rooms, training rooms, and support spaces in accordance with the Contract Documents, including partitions, floor and wall finishes, casework, and specialties; modification and installation of mechanical systems and associated connections; updated plumbing systems, fixtures, and connections; and revised electrical distribution, lighting, power, and system routing. Additional work includes incorporation of dedicated IT spaces; removal and replacement of doors and windows;

installation of EIFS exterior finish with added insulation; and roofing system replacement. All work is confined to the existing building footprint and includes adjustment to occupant load while maintaining the existing occupancy classification. The project is classified as a Level 3 Alteration in accordance with the 2021 International Existing Building Code (IEBC).

GI000

COVER SHEET

R E

D W

O O

D R

D W 2700 N

I15

CAMP WILLIAMS

CONTACT: E-MAIL:

PHONE: INTERNET:

AGENCY

Utah National Guard 17800 S Redwood Rd

Lehi, UT 84045

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:

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

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. COORDINATED WITH ARCHITECT FOR INFILL OF LARGER OPENINGS.

SEE GI101

DESIGN CRITERIA

APPLICABLE CODES

OTHER CRITERIA

DEFERRED SUBMITTALS

FIRE ALARM / MASS NOTIFICATION SYSTEM

SEISMIC RESTRAINTS

CONTACT: E-MAIL:

PHONE: INTERNET:

MECHANICAL ENGINEER

Colvin Engineering 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.505.5417

Mike Dallon mike.dallon@lynkengineers.com http://www.cea-ut.com

CONTACT: E-MAIL:

PHONE: INTERNET:

ELECTRICAL ENGINEER

Colvin Engineering 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.698.2875

Tyler Squire tyler.squire@lynkengineers.com http://www.cea-ut.com

APPROVALS

Jonathan D. Butler, CFMO Manager Date

P R

O

FE

SS IONA L ENG

IN

E E

R

S

T A T E O F UT A

H

No. 318584-2202

Michael E. Dallon

05/15/2026

801.274.3950 :: structuralds.com

LANOISSEF

O

R P

ENG I N

E

E R

JACOB L.

MERKLEY

7937030

OETATS

F UTAH

05/15/2026

No.

8182456

TYLER

SQUIRE

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

05/15/2026

MATCH LINE

A1 / Axxx

MATCH LINE TAG

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED,

DEMOLISHED EQUIPMENT/FIXTURES

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

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

CL

DETAIL / SHEET NUMBER

Room Name

1,500 SF

EQUIPMENT MARK#####

DESCRIPTION

100'-0"

T.O. WALL

###M #W

#H

#D

MODIFICATION DESCRIPTION

xx" = 1'-0" GRAPHIC SCALE

A1 A301

12"

TRUE NORTH

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

METAL

T

CR H IT

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

STAMP

D F

C M

P R

O J E

C T

N O

05-15-26

STEPHEN M.

No. 7655609-0301

SPRINGER

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A u to d e sk

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R e m o d e l_

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SHEET INDEX &

GENERAL

INFORMATION

AS

S R e d w o o d

R d

B lu ff d a le

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25062

05.15.2026

PERMIT SET

GI001

SS

C A

M P

W

IL

L

IA

M S

B U

IL

D

IN

G

R E

M O

D E

L

# SHEET NAME

GENERAL:

GI000 COVER SHEET

GI001 SHEET INDEX & GENERAL INFORMATION

GI101 CODE ANALYSIS, EXITING AND OCCUPANCY PLAN

GI102 GENERAL CODE REQUIREMENTS

GI501 ASSEMBLY TYPES

GI701 ACCESSIBILITY COMPLIANCE

ARCHITECTURAL SITE:

AS101 ARCHITECTURAL SITE PLAN

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S101 FOOTING + FOUNDATION PLAN

S121 ROOF FRAMING PLAN

S201 EXTERIOR WALL REPAIR BUILDING ELEVATIONS

S501 STRUCTURAL DETAILS

ARCHITECTURAL:

AD101 ARCHITECTURAL DEMOLITION FLOOR PLAN

AD151 ARCHITECTURAL DEMOLITION RCP PLAN

AD201 DEMOLITION BUILDING ELEVATIONS

AE101 FLOOR PLAN

AE121 ROOF PLAN

AE151 REFLECTED CEILING PLAN

AE161 ATTIC PLAN

AE201 BUILDING ELEVATIONS

AE251 INTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE351 WALL SECTIONS

AE501 ARCHITECTURAL DETAILS

AE502 ARCHITECTURAL DETAILS

AE551 MILLWORK DETAILS

AE601 DOOR & WINDOW SCHEDULE & TYPES

AE701 TYPICAL DETAILS

AI101 FINISH PLAN

AI401 ENLARGED FINISH PLANS

AI601 FINISH SCHEDULE & LEGEND

AI701 TYPICAL FINISH DETAILS

MECHANICAL:

M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS

MH101 LEVEL 1 MECHANICAL PLAN

MH102 ROOF MECHANICAL PLAN

MH501 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MH701 VRF SCHEMATIC

MH702 MECHANICAL SCHEMATICS

MP101 LEVEL 1 PIPING PLAN

PLUMBING:

P001 PLUMBING LEGEND, SYMBOLS & ABBREVIATIONS

PL100 UNDERGROUND PLUMBING PLAN

PL101 LEVEL 1 PLUMBING PLAN

PL401 ENLARGED PLUMBING PLANS

PL501 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

ELECTRICAL:

E-001 ELECTRICAL LEGEND, SYMBOLS & ABBREVIATIONS

ES101 ELECT SITE PLAN

EP101 LEVEL 1 POWER PLAN

EL101 LEVEL 1 LIGHTING PLAN

TN101 LEVEL 1 TELECOM PLAN

TY101 LEVEL 1 SECURITY PLAN

TA101 LEVEL 1 A/V PLAN

FA101 LEVEL 1 FIRE ALARM PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-701 ELECTRICAL ONE-LINES

E-702 ELECTRICAL ONE-LINES

SHEET INDEX

# Date Revision

SHOWER

SHOWER

WH

WH

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) aA =

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)__________________

At A t+ +I fx A t Isx 0.25I =f F P 30W

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

(table 503): ____________________________________________

CODE ANALYSIS

APPLICABLE CODES

Year Year

A. 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.

B. SEE AE700s SHEET SERIES FOR FIRE EXTINGUISHER

CABINET DETAILS.

GENERAL NOTES - REGULATORY PLANS

OCCUPANCY USE LEGEND

(none)

Assembly w/o Fixed Seating: Unconcentrated (A-3)

Business Areas: Seat Count (B)

Educational: Classroom Areas (E)

A-3

460 SF

CONFERENCE

E

1234 SF

TRAINING

GROSS SF = 5890

EXIT COMPONENT WIDTH

31 OCCUPANTS

6.2" WIDTH REQ'D (31 OCC. x 0.20" (1005.3.2,1))

32" MIN. CLR. EXIT WIDTH REQ'D (1010.1.1)

33" CLEAR WIDTH PROVIDED

EXIT COMPONENT WIDTH

37 OCCUPANTS

7.4" WIDTH REQ'D (37 OCC. x 0.20" (1005.3.2,1))

32" MIN. CLR. EXIT WIDTH REQ'D (1010.1.1)

33" CLEAR WIDTH PROVIDED

EXIT COMPONENT WIDTH

40 OCCUPANTS

8.0" WIDTH REQ'D (40 OCC. x 0.20" (1005.3.2,1))

32" MIN. CLR. EXIT WIDTH REQ'D (1010.1.1)

33" CLEAR WIDTH PROVIDED

EXIT COMPONENT WIDTH

39 OCCUPANTS

7.8" WIDTH REQ'D (39 OCC. x 0.20" (1005.3.2,1))

32" MIN. CLR. EXIT WIDTH REQ'D (1010.1.1)

33" CLEAR WIDTH PROVIDED

B

87 SF

1004.5

OFFICE

A-3

165 SF

CONFERENCE

B

86 SF

1004.5

OFFICE

B

161 SF

1004.5

OFFICE

B

85 SF

1004.5

OFFICE

B

164 SF

1004.5

OFFICE

B

85 SF

1004.5

OFFICE

B

86 SF

1004.5

OFFICE

B

148 SF

1004.5

OFFICE

B

87 SF

1004.5

OFFICE

B

88 SF

1004.5

OFFICE

B

148 SF

1004.5

OFFICE

B

86 SF

1004.5

OFFICE

B

85 SF

1004.5

OFFICE

B

88 SF

1004.5

OFFICE

CIRC.

KITCHENETTE

VESTIBULE IT JANITOR/MECH WOMEN'S

MEN'S

VESTIBULE

CIRCULATIONUNISEX

UNISEX

BREAK

OCCUPANCY

MAX. TRAVEL

DISTANCE

BUSINESS AREAS (B) 200'

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

OCCUPANCY

MAX. TRAVEL

DISTANCE

BUSINESS AREAS (B) OL ≤ 30 = 100'

OL > 30 = 75'

PATH OF TRAVEL

EGRESS

NUMBER OF OCCUPANTS PER

EXIT/EGRESS PATH

OCCUPANCY TAG

ROOM NAME

Name

000 SF

A-3 000

ROOM AREA

OCCUPANCY TYPE

OCCUPANCY LOAD FACTOR

PER TABLE 1004.5 / 1004.6

OCCUPANT LOAD

FIRE EXTINGUISHERS

COORDINATE TYPE AND LOCATION

WITH LOCAL FIRE MARSHALL

EXIT ACCESS TRAVEL DISTANCE PER

TABLE 1017.2, WITHOUT SPRINKLERS:

COMMON PATH OF TRAVEL DISTANCE PER

TABLE 1006.2.1, WITHOUT SPRINKLERS:

FE

FIRE EXTINGUISHER; CLASS A-B-C

FEC

FIRE EXTINGUISHER CABINET; CLASS A-B-C

(EXISTING UTNG - BUILDING 21)

N/A

B

X X N/A

D 105

NO

N/A - EXISTING TO REMAIN

N/A

N/A

N/A

N/A

EXISTING, N/A

EXISTING

EXISTING

EXISTING

29.4", MIN 36" 144"

NO NO

+/- 17'-0"

N/AN/A

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

N/A

5,432 SF REMODEL

EXISTING

0 0 0 0

N / A

N/A

N/A N/A

OTHER CRITERIA

DFCM DESIGN CRITERIA AND GUIDELINES AND GENERAL CONDITIONS

NOTE: THESE DRAWINGS COMPLY WITH ALL THE REQUIREMENTS OF THE DFCM DESIGN CRITERIA AND GUIDELINES

NOTE: THESE DRAWINGS COMPLY WITH THE UTNG CONSTRUCTION GUIDELINES

NO

3 2 3 2 N/A N/A 2 N/A

3 2 3 2

ICC/ANSI A117.1-2009

International Existing Building Code 2021

Utah Amendments, Title 15A Current

2 REQ

2 PROVIDED

1 REQ

2 PROVIDED

2 SHOWERS PROVIDED

PER 2/3M 1/3F SPLIT OF USERS

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)

STORAGE RACKS

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.)

ELECTRICAL EQUIPMENT (I.E. GENERATORS,

BATTERIES, INVERTERS, TRANSFORMERS, MCC,

PANEL BOARDS, SWITCH GEAR, CABINETS,

ETC.)

COMMUNICATION EQUIPMENT, COMPUTERS,

INSTRUMENTATION, AND CONTROLS

LIGHTING FIXTURES

PIPING & CONDUIT SYSTEMS

DUCTWORK (INCLUDING IN-LINE COMPONENTS)

CABLE TRAYS

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.

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DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

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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

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CODE ANALYSIS,

EXITING AND

OCCUPANCY

PLAN

AS

S R e d w o o d

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1/8" = 1'-0"GI101

A6 LEVEL 01 - OCCUPANCY & EXITING PLAN

EGRESS PATH LENGTHS

PATH #

COMMON PATH

OF TRAVEL

LONGEST PATH

OF TRAVEL

1 0" 68' - 6"

2 12' - 7" 63' - 3"

THIS SHEET TO BE

PRINTED / VIEWED IN COLOR.

# Date Revision

TAG DESCRIPTION #

FEC CLASS A-B-C; SEMI-RECESSED CABINET 3

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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

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05-15-26

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GENERAL CODE

REQUIREMENTS

AS

S R e d w o o d

R d

B lu ff d a le

U

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U T

A H

N A

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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

XS#1.1

PREFIX: 'X' FOR EXTERIOR CORE WALL

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

EXTERIOR WALL TAG LEGEND

S61M(C)

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

MODIFIERS (AS NEEDED, SEE BELOW)

CONSTRUCTION TYPES

CONCRETE C

MASONRY M

STEEL STUDS S

C-H (SHAFTWALL) STUD H

WOOD STUDS W

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

TOP OF WALL CONDITION MODIFIER (SEE BELOW)

SEE TABLE BELOW

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.

0 HOUR (SMOKE) 0

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

FIRE RATING

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

TYPE (AS NEEDED)

INTERIOR WALL TAG LEGEND

CONSTRUCTION TYPES FIRE RATING

MODIFIER EXAMPLES TOP OF WALL CONDITIONS

(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

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

G1 N/A N/A N/A N/A

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

BOARD

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 40 NGC 2016074

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S3GA

N/A N/A

STC 34 NGC 2013012

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

M8 N/A N/A N/A N/A

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

BOARD

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

BOARD

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

BOARD

3.5" SOUND ATTENUATION

BLANKET

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

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

BOARD

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

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

BOARD

3.5" SOUND ATTENUATION

BLANKET

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

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

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

BOARD

6" METAL STUD FRAMING @ 16"

O.C. MAX

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

BOARD

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S6GA

N/A N/A

STC 37 NGC 2013021

6" METAL STUD FRAMING @ 16"

O.C. MAX

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

BOARD

6" SOUND ATTENUATION BLANKET

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

EF#

N/A N/A N/A N/A

EXTERIOR INTERIOR

EIFS ON # MINERAL WOOL

INSULATION BOARD

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

1" AIR GAP

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

S6A N/A N/A

STC 44 NGC 2018133

ACOUSTIC SEALANT EACH

SIDE AT TOP AND BOTTOM

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

BOARD

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

BOARD

6" METAL STUD FRAMING @ 16"

O.C. MAX

6" SOUND ATTENUATION BLANKET

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

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

3 5/8" METAL STUD FRAMING @ 16"

O.C. MAX

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

BOARD

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

C8 N/A N/A N/A N/A

CAST-IN-PLACE CONCRETE;

COORDINATE WITH STRUCTURAL

SCHEDULED EXTERIOR WALL,

SEE PLANS

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

M8F N/A N/A N/A N/A

EXTERIOR INTERIOR

8" CONCRETE MASONRY UNIT;

FIELD VERIFY & MATCH EXISTING

6" STRUCTURAL METAL STUD

FRAMING @ 16" O.C. MAX

EF2 = 2"

EF3 = 3"

EF4 = 4"

AIR GAP, MATCH EXISTING

FLUID-APPLIED AIR & WATER

BARRIER, VAPOR IMPERMEABLE

8" CONCRETE MASONRY UNIT;

FIELD VERIFY & MATCH EXISTING

SCHEDULED WALL, SEE PLANS

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

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

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

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

SCHEDULED WALL, SEE PLANS

TILE, SEE FINISH SCHEDULE

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:CT0.3

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:CS3.1

24" X 24" ACOUSTICAL CEILING

PANEL

(1) LAYER 5/8" GYPSUM BOARD

3 5/8" STRUCTURAL METAL STUD

FRAMING @ 16" O.C. MAX

HANGER WIRE

CEILING TRACK; REFER TO

DETAILS ON AE701.

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

RC#1.1

PREFIX: 'R' FOR ROOF

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

ROOF TAG LEGEND

CONSTRUCTION TYPES

COMPOSITE CONC. C

STEEL DECK S

WOOD JOIST / TRUSS W

POST-TENSIONED CONC. P

CONC. WAFFLE SLAB F

FIRE RATING

TYPE (AS NEEDED)

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)

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)

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

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/AFG5

CAST-IN-PLACE CONCRETE;

COORDINATE WITH STRUCTURAL

SCHEDULED FINISH, SEE FINISH

PLANS AND SCHEDULE FOR TYPE

AND LOCATION

COMPACTED GRAVEL SUB-BASE

ROOF TYPE:

FIRE RATING:

SOUND RATING: TEST:RW.1 1 HOUR, CLASS B

STANDING SEAM METAL ROOF.

COLOR: COLONIAL RED

SELF-ADHERED ICE AND WATER

SHIELD, ENSURE MINIMUM 6"

OVERLAP WHERE APPLICABLE

WOOD TRUSS (EXISTING)

7/16" PLYWOOD (EXISTING)

(2) LAYERS OF 3” RIGID

INSULATION. SEAL ALL JOINTS,

SEAMS, FASTENERS AND

PENETRATIONS

3/8" DENSDECK PROFAST PRIME

ROOF BOARD

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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

STAMP

D F

C M

P R

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05-15-26

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No. 7655609-0301

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ASSEMBLY

TYPES

AS

S R e d w o o d

R d

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25062

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A. DETAILS AND DIAGRAMS ON THIS SHEET ARE

PROVIDED AS A MINIMUM DEMONSTRATION OF

ACCESSIBILITY REQUIREMENTS BASED ON THE 2009

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

CIRCULAR TURNING AREA

EXISTING BUILDING

T-SHAPED TURNING AREA

5'

0"

5' - 0"

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

EXISTING BUILDING

T-SHAPED TURNING AREA

EXISTING BUILDING

CLEAR FLOOR AREA

2' - 6"

4'

0"

EXISTING BUILDING

CLEAR FLOOR AREA

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

APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH

FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE

STORIES IN HEIGHT. THE SIGN SHALL IDENTIFY THE STAIRWAY, ROOF

ACCESS, FLOOR LEVEL AND UPPER & LOWER TERMINUS OF THE STAIRWAY

CORRESPONDING GRADE 2

BRAILLE TO BE LOCATED

DIRECTLY UNDER OR

ADJACENT TO SIGNAGE

INFORMATION

TO

B

O

TT

O M

O F

R

AI

SE

D

L

ET

TE

R

IN

G

" M

IN

-6

0" M

AX

SEE CLEAR FLOOR AREA GRAPHIC

CL

O R

T O

B A

S E

LI

N

E O

F B

R A

IL

LE

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

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

148" M

IN.

BUILT UP TO CURB RAMP

RETURNED CURB

PLANTING OR OTHER

NONWALKING SURFACE

48" M

IN.

FLARED SIDES

NOTE:

IF x<48", THEN SLOPE OF THE FLARED

SIDES SHALL NOT EXCEED 1:12

x

NOTE:

(1) SLOPE = Y / X WHERE X IS A LEVEL PLANE

(2) COUNTERSLOPE SHALL NOT EXCEED 1:20

MEASUREMENT OF CURB RAMP SLOPES

RUNNING SLOPE

1:20 MAX

RUNNING SLOPE 1:12

MAX COUNTERSLOPE

1:20 MAX

WALK

CURB RAMP STREET

x y

RUNNING SLOPE

1:12 MAX

1 1/4" MAX TO 2" MAX

OUTSIDE DIA. PIPE

HANDRAIL

CONCRETE SIDEWALK

AND RAMP

BOTTOM AND TOP HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE

LANDING SURFACE, OR BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.

W

AL

KI

N

G S

U R

FA

C

E

G R

IP

P

IN

G

S U

R

FA

C E

8"

A B

V

12" MIN

12" MIN

4" M

AX

RAMP LENGTH; SEE PLANS

12"MIN.

CONCRETE SIDEWALK

AND STAIRS

X = TREAD DEPTH (11" MIN)

1 1/4" MAX TO 2" MAX

OUTSIDE DIA. PIPE

HANDRAIL

1-1/2" MAX OVERHANG, OR 30° MAX ANGLE

X X

1/2" MAX. RADIUS, OR

1/2" MAX 45° BEVEL

4"

7"

N O

SE

O

F

ST

AI

R

8"

A

BV

BOTTOM AND TOP HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE

LANDING SURFACE, OR BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

VERTICAL RISER

BEVELED NOSING

VERTICAL RISER

CURVED NOSING

1 1/2" MAX

4" M

IN

-7

"M

AX

NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED

OR BEVELED

BEVELED

1 1/2"MAX

30°MAX

CURVED

1 1/2"MAX

11"MIN11"MIN

1/2" MAX ROUNDED

1/2" MAX BEVEL

45°

ENLARGED

BEVELED NOSING

ENLARGED

RADIUS NOSING

PROVIDE VISUAL CONTRAST TO ALERT

THE VISUALLY IMPAIRED, SHALL BE OF

CONTRASTING COLOR FROM STAIR TREAD

OF DARK-ON-LIGHT OR LIGHT-ON-DARK.

CONTRAST SHALL BE AS SLIP RESISTANT

AS STAIR TREAD

TYP STAIR TREAD

2"

CLEAR

1/4"

CLEAR

1 1/2"

RETURN METAL

HANDRAIL TO WALL

@ TOP & BOTTON

OF STAIR

1 1/2" O.D. STEEL

PIPE HANDRAIL

FINISH WALL;

SEE PLANS FOR

WALL TYPE

AT CONCRETE & MASONRY WALL; RE: WALL TYPES

1 1/2" 1 1/2"

1/

2"

TO

W

AL

KI

N G

S U

R

FA

C E

" M

IN

. T

O

8" M

AX

RETURN METAL HANDRAIL TO

WALL @ TOP & BOTTOM OF RAMP

1 1/2" O.D. STEEL PIPE HANDRAIL

3" DIAMETER STEEL MOUNTING

PLATE @ 4'-0" O.C. WITH (2)

EXPANSION BOLTS

FINISH WALL; SEE PLANS FOR

WALL TYPE

(4 1/2" MAX)

3"

PRIMTED AND PAINTED COLOR

AS SELECTED BY ARCHITECT

T

CR H IT

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

STAMP

D F

C M

P R

O J E

C T

N O

05-15-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/2

/2

:1

:1

P

M

A u to d e sk

D o c s:

U T

N G

C W

B

R e m o d e l_ r2

/A R

C H

_2

-U

T N

G C

W B

R e m o d e l_

.r v t

ACCESSIBILITY

COMPLIANCE

AN

S R e d w o o d

R d

B lu ff d a le

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25062

05.15.2026

PERMIT SET

GI701

AN

C A

M P

W

IL

L

IA

M S

B U

IL

D

IN

G

R E

M O

D E

L

3/8" = 1'-0"GI701

A2 ADA TURNING AREAS

6" = 1'-0"GI701

A1 CHANGES IN LEVEL

3/8" = 1'-0"GI701

A4 MANEUVERING CLEARANCES

3/8" = 1'-0"GI701

B2 MOUNTING HEIGHTS

3/8" = 1'-0"GI701

B4 URINALS & WATER CLOSETS

3/8" = 1'-0"GI701

C1 ACCESSIBLE SINKS

3/8" = 1'-0"GI701

C3 ACCESSIBLE 3x3 SHOWER STALL

3/8" = 1'-0"GI701

C5 TRANSFER SHOWER & SEAT

3/8" = 1'-0"GI701

D3 SIGNAGE

3/8" = 1'-0"GI701

A6 DRINKING FOUNTAIN DETAIL

3/8" = 1'-0"GI701

B5 MISC. MOUNTING HEIGHTS

3/8" = 1'-0"GI701

E4 CURB RAMPS

3/8" = 1'-0"GI701

E5 EXTERIOR RAMP RAILING

# Date Revision

3/8" = 1'-0"GI701

E6 EXTERIOR STAIR RAILING

3/4" = 1'-0"GI701

D5 TYPICAL STAIR TREAD

3" = 1'-0"GI701

D6 TYPICAL WALL-MOUNTED HANDRAIL DETAIL

UP

02:ES1

02:SW3

02:ES1

9'

0" 7'

0"

6' - 0" +/- 16' - 0" F.V.

31:CS1

03:HP1

1" / 1'-0"

1"

1' -0

MAX

M A

X

6' - 0" 1' - 0" 15' - 6" 5' - 0"

4" TYP

TYP

4' - 4"

4"

5'

6" 5'

6"

1'

0"

+/- 8' - 4" F.V.

5'

0"

- 6

0" F

.V

5' - 0"5' - 0"

- 6

0" F

.V

03:SS1

03:SS1

03:SS1

03:SS1

C8

C8

C8

C8

A2

AE501

SIM

A2

AE501

SIM

A2

AE501

SIM

AS101

A6

TYP.

02:EL1

TYP.

02:EL1

32:CT1

D

02:ES1

02:ES1

- 1

2'

0" F

.V

+/- 8' - 5" F.V.

+/- 17' - 2 1/2" F.V.

- 4

" F .V

02:CT1

02:DC2

02:DC2

02:DC2

02:DC2

+/- 4' - 6" F.V.

- 6

0" F

.V

+/- 5' - 6" F.V.

- 6

0" F

.V

+/- 8' - 4" F.V.

02:AP1

02:DS1

D

A. FIELD VERIFY ALL EXISTING CONDITIONS AND

THEIR COMPATIBILITY WITH NEW

CONSTRUCTION. COORDINATE DISCREPANCIES

WITH ARCHITECT PRIOR TO THE

COMMENCEMENT OF WORK.

B. PLAN WALL DIMENSIONS ARE TO GRID LINE OR

FACE OF WALL STRUCTURE, UNLESS NOTED

OTHERWISE. "CLEAR" DIMENSIONS ARE TO FACE

OF WALL FINISH.

C. SEE STRUCTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

D. SEE GI SERIES SHEETS FOR WALL TYPES AND

TYPICAL ACCESSIBILITY CLEARANCE AND

COMPLIANCE REQUIREMENTS, REGULATORY

PLAN INFORMATION; INCLUDING RATED

ASSEMBLY EXTENTS, OCCUPANCY AND EGRESS

SYSTEMS, AND RAILINGS.

E. WHERE NEW CONSTRUCTION INTERFACES

WITH EXISTING, PATCH AND REPAIR AS

NECESSARY TO MATCH ORIGINAL CONDITION.

F. WHERE PROVIDED, DOOR AND WINDOW

DIMENSIONS ARE TO EDGE OF OPENING.

OPENING DIMENSIONS ARE NOMINAL.

CONTRACTOR SHALL COORDINATE DIMENSIONS

OF ALL ROUGH OPENINGS AND ACTUAL FRAME

SIZES.

G. WHERE DOOR LOCATIONS ARE NOT

DIMENSIONED, SEE DETAILS REFERENCED IN

DOOR SCHEDULE BY SPECIFIC CONDITION.

OTHERWISE, THE HINGE SIDE OF DOOR ROUGH

OPENINGS SHALL BE LOCATED 4" FROM THE

ADJACENT PERPENDICULAR WALL, SUBJECT TO

MAINTENANCE OF REQUIRED ADA CLEARANCES

REFERRED IN THE GI700s SHEET SERIES.

H. RESTORE ANY EXISTING SITE TO REMAIN

DISRUPTED BY CONSTRUCTION TO ORIGINAL

CONDITION.

I. DO NOT SCALE DRAWINGS.

GENERAL NOTES - SITE PLANS

D

D

A2

AE501

7'

2" 1'

7'

0"

6' - 0" +/- 16' - 0" F.V.

5'

3/

4" 5'

6"

1'

0"

TYP.

4"

TYP.

4' - 4"

TYP.

4"

4'

0"

31:CS1

4" 5' - 8" 1' - 0" 15' - 6" 4' - 8" 4"

03:SS1

1" / 1'-0"

1"

1' -0

MAX

M A

X

C8

FLOOR MOUNTED HANDRAIL; SEE GI701

FOR HANDRAIL REQUIREMENTS

WALL MOUNTED HANDRAIL; SEE GI701

FOR HANDRAIL REQUIREMENTS

100A

MATCH ELEVATION OF

EXISTING SIDEWALK

MATCH ELEVATION OF NEW

ENTRY DOOR

FIELD VERIFY RAMP LENGTHS REQUIRED TO

PROVIDE MAX. 1" / 1'-0" SLOPE FROM DOOR TO

EXISTING SIDEWALK

C

LE

AR

4'

1/

2"

T

CR H IT

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

STAMP

D F

C M

P R

O J E

C T

N O

05-15-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/2

/2

:1

:1

P

M

A u to d e sk

D o c s:

U T

N G

C W

B

R e m o d e l_ r2

/A R

C H

_2

-U

T N

G C

W B

R e m o d e l_

.r v t

ARCHITECTURAL

SITE PLAN

KM

S R e d w o o d

R d

B lu ff d a le

U

T

U T

A H

N A

T

IO

N A

L G

U A

R D

25062

05.15.2026

PERMIT SET

AS101

SS

C A

M P

W

IL

L

IA

M S

B U

IL

D

IN

G

R E

M O

D E

L

KEYNOTE SCHEDULE

02:AP1 EXISTING ASPHALT PARKING TO REMAIN;

PROTECT IN PLACE; RESTORE TO EXISTING

CONDITIONS IF DAMAGED

02:CT1 EXCAVATE TO EXTENT REQUIRED TO PROVIDE (2)

4" CONDUITS TO BUILDING 20. SEE BUILDING 20

DRAWING SET FOR COMMUNICATION TOWER

CONNECTION

02:DC2 DEMOLISH PORTION OF EXISTING SIDEWALK IN

PREPARATION FOR NEW STRUCTURAL STOOP;

CONTRACTOR TO FIELD VERIFY EXACT SIZE AND

DEPTH OF SLAB

02:DS1 DEMOLISH EXISTING SPRINKLER HEAD AND

PIPING BACK 2', CAP. REPLACE SOIL FILL

02:EL1 RESTORE SURROUNDING AREA TO MATCH

EXISTING CONDITIONS WHERE DISRUPTED BY

CONSTRUCTION; ADJUST IRRIGATION SYSTEM

AFFECTED BY NEW SIDEWALKS

02:ES1 EXISTING SIDEWALK TO REMAIN. PROTECT IN

PLACE

02:SW3 MATCH EXISTING SIDEWALK ELEVATION

03:HP1 EXTEND CONCRETE AS NEEDED FOR MECHANICAL

UNIT HOUSE KEEPING PADS (MIN. 4" THICK, SEE

MFTR REQ.); COORDINATE WITH MECHANICAL

EQUIPMENT; ENSURE EQUIPMENT DOES NOT

RESTRICT SIDEWALK WIDTH

03:SS1 STRUCTURAL STOOP AT EGRESS DOOR; PROVIDE

FOUNDATION WALL DOWN TO FROST LEVEL

AROUND PERIMETER OF CONCRETE LANDING;

SEE EXTENT ON AS101; SEE ALSO C2/A501 AND

STRUCTURAL DRAWINGS

31:CS1 CRUSHED STONE TO MATCH EXISTING

SURROUNDING LANDSCAPE

32:CT1 RESTORE SITE TO EXISTING CONDITIONS AFTER

INSTALL OF COMMUNICATION TOWER

CONNECTION LINES

1/8" = 1'-0"AS101

A4 ARCHITECTURAL SITE PLAN

1/8" = 1'-0"AS101

C4 ARCHITECTURAL SITE DEMO PLAN

# Date Revision

SITE CONCRETE DEMOLISHED: +/- 240 SF

NEW CONCRETE: +/- 395 SF

1/4" = 1'-0"AS101

A6 ENLARGED SITE PLAN - ENTRANCE

+/- 8' - 5" F.V.

1.

2.

3.

4.

5.

6.

7.

8.

9.

GENERAL NOTES: THESE GENERAL STRUCTURAL NOTES DO NOT SUPERSEDE THE

PROJECT SPECIFICATIONS, BUT ARE INTENDED TO BE COMPLIMENTARY TO THEM.

CONSULT THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN

EACH SECTION. NOTATION AND SPECIFIC DETAILS ON THE DRAWINGS TAKE

PRECEDENCE OVER THESE NOTES AND TYPICAL DETAILS.

CONTRACT DRAWINGS: THE PRIME CONTRACT DRAWINGS ARE THE

ARCHITECTURAL DRAWINGS. THESE STRUCTURAL DRAWINGS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. ALL OMISSIONS OR

CONFLICTS, INCLUDING DIMENSIONS, BETWEEN THE VARIOUS ELEMENTS OF THE

STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK

INVOLVED. IN CASE THERE IS A CONFLICT BETWEEN DRAWINGS, FOLLOW THE

MOST STRINGENT REQUIREMENT, SUBMIT A REQUEST FOR INFORMATION, AND/OR

PROCEED AS DIRECTED BY THE ARCHITECT WITHOUT ANY ADDITIONAL COST TO

THE OWNER. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF

SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK.

STRUCTURAL DRAWINGS: THESE STRUCTURAL DRAWINGS SHALL BE USED IN

CONJUNCTION WITH THE ARCHITECTURAL AND OTHER CONSULTANT DRAWINGS.

ONLY THE PRIMARY STRUCTURAL ELEMENTS AND SYSTEMS ARE INDICATED

WITHIN THESE STRUCTURAL DRAWINGS. ALL STRUCTURAL DETAILS ARE

REPRESENTATIVE IN NATURE AND ARE NOT TO BE SCALED FOR ANY REASON.

MANY OTHER ELEMENTS SUCH AS, ARCHITECTURAL LAYOUTS, ELEVATIONS,

SLOPES, DEPRESSIONS, CURBS, MECHANICAL/ELECTRICAL EQUIPMENT,

EXTERIOR LIGHT GAUGE FRAMING, STAIRS, ETC. ARE GENERALLY NOT SHOWN IN

THESE STRUCTURAL DRAWINGS. IT IS INTENDED THAT ALL SHOP DRAWINGS AND

DETAILING OF STRUCTURAL ELEMENTS WILL REQUIRE INFORMATION FROM ALL

CONTRACT DOCUMENTS, NOT JUST THESE STRUCTURAL DRAWINGS.

PROJECT COORDINATION: IT IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR TO COORDINATE ALL ITEMS WITH ALL TRADES TO INSURE THERE

ARE NO CONFLICTS BETWEEN OTHER TRADES AND THE STRUCTURAL ELEMENTS.

ANY OPENINGS, PENETRATIONS, OR ATTACHMENTS TO ANY STRUCTURAL

ELEMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE

COORDINATED WITH THE ARCHITECT/ENGINEER.

SUBMITTALS: STRUCTURAL SUBMITTALS SHALL ONLY BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW AFTER THE GENERAL CONTRACTOR HAS

REVIEWED AND APPROVED THE SUBMITTAL. CONTRACTOR SHALL ALLOW AT

LEAST 10 BUSINESS DAYS (2 WEEKS) FOR EACH SUBMITTAL TO BE REVIEWED. IF

AN ITEM IS SUBMITTED WHILE ANOTHER SUBMITTAL IS UNDER REVIEW, THE 10

DAY REVIEW PERIOD FOR THAT NEWLY SUBMITTED ITEM DOES NOT BEGIN UNTIL

THE PREVIOUS SUBMITTAL IS COMPLETE. THE SHOP DRAWING REVIEW PROCESS

SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY OF COMPLETING

THE PROJECT ACCORDING TO THE CONTRACT DOCUMENTS, REGARDLESS OF

INFORMATION SHOWN IN THE REVIEW COMMENTS. SHOP DRAWINGS MADE FROM

REPRODUCTIONS OF THESE STRUCTURAL DRAWINGS WILL BE REJECTED.

SHORING AND BRACING REQUIREMENTS: THE STRUCTURAL SYSTEMS SHOWN IN

THESE DRAWINGS SHALL NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL

ELEMENTS ARE IN PLACE AND COMPLETED.