7-2025.06.27 SLCC CNA MA Remodel Permit Set.pdf

WOOD MOLDING

PLYWOOD (SECTION)

CONCRETE (SECTION)

GYPSUM BOARD (SECTION)

TILE (PLAN)

COMPACTED GRAVEL

(SECTION)

STONE VENEER (PLAN,

SECTION)

BRICK VENEER (PLAN,

SECTION)

CMU (PLAN, SECTION)

STEEL FRAMING (PLAN,

SECTION)

COMPACTED SUBGRADE

RIGID INSULATION

(SECTION)

LANDSCAPE - PLANTING

ROOM

NAME

101A

1i

AEXXX

NAME

ELEVATION

AEXXX

SIM

AEXXX

SIM

SCALE

1 VIEW NAME

SCALEAEXXX

A

ROOM TAG

DOOR TAG

WINDOW TAG

INTERIOR ELEVATION

ELEVATION, (DATUM)

DETAIL

WALL SECTION /

EXTERIOR ELEVATION

DRAWING TITLE

REVISION TAG

GRID HEAD

WALL TYPE

AEXXX

SIM

CENTERLINE

BUILDING SECTION

FLAG

KEYNOTE TAG

WINDOW GLAZING

TAGG3

W-11

ARCHITECT

Galloway & Co.

577 South 200 East Salt Lake City, Utah 84111 (801)533-2100 Ph.

Architect: Jonathon Faull PM: Annette Coleman annettecolmal@GallowayUS.com

MECHANICAL & PLUMBING ENGINEER

WHW Engineers 733 W 9000 S Sandy, Utah 84070

(801) 466-4021 Ph.

Contact: Jacob Sutch jacobs@whw-engineering.com

ELECTRICAL ENGINEER

Envision Engineering 240 E Morris Ave, Suite 200 Salt Lake City, Utah 84115

(801) 534-1130 Ph.

Contact: Alex Ecton aecton@envisioneng.com

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

GENERAL INFORMATION

GI001

SLA000004

PRH

AC

W

S

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A N

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C M

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LC

C J

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SLCC

SLCC JORDAN CNA/MA REMODEL

3491 W 9000 S

WEST JORDAN, UT 84088

DFCM #25476680

PERMIT SET

06/27/2025

DRAWING INDEXMATERIALS / SYMBOLS DESIGN TEAM

VICINITY MAP

ABBREVIATIONS

GENERAL INFORMATION

GI001 GENERAL INFORMATION

GI100 CODE REVIEW

GI301 STANDARD ACCESSIBILITY DETAILS

GI302 STANDARD ACCESSIBILITY DETAILS

GI401 WALL TYPES

GI402 WALL DETAILS

DEMOLITION

DP101 SECOND LEVEL DEMOLITION PLAN

DP131 SECOND LEVEL DEMO REFLECTED CEILING PLAN

ARCHITECTURAL

AE100 OVERALL SECOND LEVEL FLOOR PLAN

AE101 SECOND LEVEL FLOOR PLAN

AE131 SECOND LEVEL REFLECTED CEILING PLAN

AE401 ENLARGED PLANS AND ELEVATIONS

AE541 REFLECTED CEILING DETAILS

AE601 SCHEDULES

INTERIORS

AI101 SECOND LEVEL FINISH PLAN

AI301 CASEWORK SECTIONS

AI501 INTERIOR FINISH DETAILS

MECHANICAL

MG001 MECHANICAL LEGEND & GENERAL NOTES

MD102 LEVEL 2 MECHANICAL DEMOLITION FLOOR PLAN

ME102 LEVEL 2 MECHANICAL FLOOR PLAN

ME601 MECHANICAL DETAILS & SCHEDULES

PLUMBING

PG001 PLUMBING LEGEND & GENERAL NOTES

PD101 LEVEL 1 PLUMBING DEMOLITION FLOOR PLAN

PD102 LEVEL 2 PLUMBING DEMOLITION FLOOR PLAN

PE102.1 LEVEL 1 PLUMBING FLOOR PLANS

PE102.2 LEVEL 2 PLUMBING FLOOR PLANS

PE601 PLUMBING SCHEDULES & DETAILS

ELECTRICAL

EG001 GENERAL NOTES & SYMBOLS LISTS

EE100 LEVEL 2 - OVERALL

EE101 LEVEL 2 - LIGHTING & ELECTRICAL

EE501 ELECTRICAL DETAILS

EE502 ACCESS CONTROLS & DATA ROUG-IN DETAILS

EE503 LIGHTING WIRING DIAGRAM DETAILS

EE601 ELECTRICAL SCHEDULES

A

ABV ABOVE

AFF ABOVE FINISH FLOOR

AC ACOUSTIC

ADD ADDENDUM

AC AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

& AND

ANOD ANODIZED

ARCH ARCHITECT(URAL)

ASPH ASPHALT

@ AT

B

BSMT BASEMENT

BLW BELOW

BM BENCHMARK

BLKG BLOCKING

BD BOARD

BO BOTTOM OF

BLDG BUILDING

C

CAB CABINET

CPT CARPET

CIP CAST IN PLACE

CB CATCH BASIN

CLG CEILING

CL CENTER LINE

CT CERAMIC TILE

CH CHANNEL

CO CLEAN OUT

CLR CLEAR

CL. CLOSET

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

COND CONDITION

CONN. CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL JOINT

D

DP DAMP PROOFING

DB DECK BEARING

DEMO DEMOLISH(ED)

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DWL DOWEL

DN DOWN

DS DOWN SPOUT

DRN. BD. DRAINAGE BOARD

DWG DRAWING

E

EA EACH

EWC ELEC. WATER COOLER

ELEC ELECTRIC

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

F

FT FEET

FIN FINISH(ED)

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER &

CABINET

FIXT FIXTURE

FL FLASHING

FLR FLOOR

FTG FOOTING

FND FOUNDATION

G

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GSN GENERAL STRUCTURAL

NOTES

GL GLASS OR GLAZING

GD GRADE

GRL GRILLE

GRD GROUND

GYP GYPSUM

H

HDW HARDWARE

HDWD HARDWOOD

HTR HEATER

HT HEIGHT

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIB

HW HOT WATER

HR HOUR

HSK HOUSEKEEPING

I

IN INCH

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JT JOINT

JST JOIST

L

LAM LAMINATED

LNDG LANDING

LAV LAVATORY

LVR LOUVER

M

MFR. MANUFACTURER

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MEZZ MEZZANINE

MIN MINIMUM

MULL MULLION

N

NG NATURAL GRADE

NOM NOMINAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

ORD OVERFLOW ROOF DRAIN

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

P

PNT PAINT

PR. PAIR

PNL PANEL

PVMT PAVEMENT

d PENNY

P-LAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PSI POUND PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

R

RAD RADIUS

RCP REFLECTED CEILING PLAN

REG REGISTER

REQD REQUIRED

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RFG ROOFING

RM ROOM

RGH ROUGH

RND ROUND

S

SECT SECTION

SHT SHEET

SIM SIMILAR

SLDG SLIDING

SPEC SPECIFICATION

SPL SPLASH

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STOR STORAGE

STRUC STRUCTURE OR STRUCTURAL

SA SUPPLY AIR

SUSP SUSPENDED

T

TELCO TELEPHONE COMPANY

TG TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

TO TOP OF

TOC TOP OF CURB

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOW TOP OF WALL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

V VENT

VTR VENT THROUGH ROOF

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

W

WC WATER CLOSET

WH WATER HEATER

WP WATER PROOF

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

DEFERRED SUBMITTALS

FIRE ALARM SYSTEM

FIRE SPRINKLER SYSTEM

SITE

9000 SOUTH

B A

N G

E R

T E

R H

W Y

OF E UT TA AT HS

No. 14200675-0301

JONATHON FAULL

30JUN2025

3491 W 9000 S

WEST JORDAN, UT 84088

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2023 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL FUEL AND GAS CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2017 ANSI A117.1, NFPA 101, NFPA 1221 CURRENT VERSION.

2021 AHJ AMENDMENTS

PROJECT ADDRESS:

APPLICABLE CODES:

FIRE AND SMOKE PROTECTION (CHAPTER 7)PROJECT DESCRIPTION

THE PROJECT SCOPE INCLUDES CONSTRUCTION TO REMODEL THREE EXISTING CLASSROOM FOR USE OF THE CNA PROGRAM. THE NEW CLASSROOMS AND LABS WILL BE OCCUPANCY TYPE B. THE PRINCIPLE USE OF THE CLASSROOMS AND LABS WILL INCLUDE

CLINICAL INSTRUCTION AND TRAINING SPACES.

APPLICABLE CODES

OCCUPANCY CLASSIFICATION AND USE (CHAPTER 3)

MEANS OF EGRESS (CHAPTER 10)

OCCUPANT LOAD CALCULATED (TABLE 1004.1.2)

EXITING REQUIREMENTS

REFER TO GI100 EGRESS PLAN FOR EXITING

SECTION 703.7 - MARKING AND IDENTIFICATION

• WHERE FIRE BARRIERS, FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS OCCUR, SUCH ASSEMBLIES SHALL BE PERMANENTLY IDENTIFIED

WITH SIGNS OR STENCILING IN THE CONCEALED SPACE PER SECTION 703.7

SECTION 705 - EXTERIOR WALLS

• EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF > 10 FEET NEED ONLY BE RATED FOR EXPOSURE TO FIRE FROM THE

INSIDE

• OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH SECTION 705.8.

SECTION 713 - SHAFT ENCLOSURES

• SHAFT ENCLOSURES SHALL NOT BE LESS THAN 1-HOUR FIRE BARRIERS

SECTION 714 - PENETRATIONS

• FIRESTOP ALL PENETRATIONS IN THE FIRE-RATED ASSEMBLIES WITH APPROVED MATERIAL IN ACCORDANCE WITH SECTION 714.

• WALLS WITH THROUGH PENETRATIONS REQUIRE FIRESTOP SYSTEMS SUITABLE FOR THE METHOD OF PENETRATION PER SECTION

714.3.1

• ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE RATED WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24"

MINIMUM PER SECTION 714.3.2, EXCEPTIONS 1.1 AND 1.2.

• MEMBRANE PENETRATIONS OF THE FIRE-RESISTIVE WALLS SHALL COMPLY WITH SECTION 714.3.2. THE ANNULAR SPACE CREATED

BY THE PENETRATION OF A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY

A METAL ESCUTCHEON PLATE PER EXCEPTION 5.

• PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEALANT. PROVIDE FIRE DAMPERS OR APPROVED EQUIVALENT AT HVAC OUTLETS WITHIN FLOOR/CEILING ASSEMBLIES.

SECTION 716 - OPENING PROTECTIVES

• OPENING IN FIRE RESISTIVE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.

FIRE PROTECTION SYSTEMS (CHAPTER 9)

YES, EXISTING TO REMAIN

YES

AUTOMATIC SPRINKLER SYSTEM REQUIRED PER 903

DEFERRED SUBMITTAL

YES, EXISTING TO REMAIN

YES

FIRE ALARM AND DETECTION SYSTEM REQUIRED PER 907

DEFERRED SUBMITTAL

YESFIRE EXTINGUISHERS REQUIRED PER 906

EXISTING TO REMAIN, NO PROPOSED CHANGES

THE MEANS OF EGRESS PATH SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE PUBLIC WAY

MAXIMUM EXIT ACCESS TRAVEL DISTANCE (TABLE1017.2)

EXISTING TO REMAIN, NO PROPOSED CHANGES

EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM

DEFERRED SUBMITTAL

YES, EXISTING TO REMAIN

YES

SECTION 803 - WALL AND CEILING FINISHES

• WHERE ALL WALLS AND CEILINGS ARE REQUIRED TO BE OF FIRE RESISTANCE-RATED CONSTRUCTION OR NON- COMBUSTIBLE CONSTRUCTION AND WALLS ARE SET OUT OR CEILING ARE DROPPED DISTANCES GREATER THAN SPECIFIED IN SECTION 803.1.1, CLASS A FINISH MATERIALS, IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2 SHALL BE USED. THE HANGERS AND ASSEMBLY MEMBERS OF SUCH DROPPED CEILING THAT ARE BELOW THE MAIN CEILING LINE SHALL BE OF NON-COMBUSTIBLE MATERIALS, EXCEPT THOSE IN TYPES III, FRTW SHALL BE PERMITTED AND THE CONSTRUCTION OF EACH SET-OUT WALL SHALL BE OF FIRE

INTERIOR FINISHES (CHAPTER 8)

SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS

• SPRINKLER SYSTEM TO BE NFPA 13 IN ACCORDANCE WITH SECTION 903.3.1.1 AND FM GLOBAL REQUIREMENTS AUTOMATIC

SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING, AND FIRE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES SHALL BE ELECTRONICALLY MONITORED PER SECTION 903.4.

MEANS OF EGRESS SIZING, SECTION 1005

EGRESS WIDTH

WHERE MULTIPLE MEANS OF EGRESS ARE REQUIRED, THEN THEY SHALL BE SIZED SUCH THAT THE LOSS OF ANYONE MEANS OD EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY MINIMUM REQUIRED EGRESS WIDTH PER SECTION 1005.3.1 EQUALS TOTAL OCCUPANT LOAD SERVED

A. STAIRWAY WIDTH 0.3" PER OCCUPANT

B. OTHER EGRESS COMPONENTS 0.2" PER OCCUPANT

C. DOOR ENCROACHMENT WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS NOT MORE THAN 7"

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS SECTION 1006

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS REQUIRED WITHIN THE MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE

PROVISIONS OF SECTION 1006.2

ACCESSIBLE MEANS OF EGRESS, SECTION 1009

EXISTING TO REMAIN, NO PROPOSED CHANGES

STAIRWAYS, SECTION 1011

EXISTING TO REMAIN, NO PROPOSED CHANGES

EXIT SIGNS, SECTION 1013

EXISTING TO REMAIN, NO PROPOSED CHANGES

HANDRAILS, SECTION 1014

EXISTING TO REMAIN, NO PROPOSED CHANGES

GUARDS, SECTION 1015

EXISTING TO REMAIN, NO PROPOSED CHANGES

TYPES OF CONSTRUCTION (CHAPTER 6)

II-BCONSTRUCTION TYPE:

FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601)

N/A N/A

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS & PARTITIONS - EXTERIOR

SEPARATION LESS THAN 5'

SEPARATION BETWEEN 5' & 10'

SEPARATION BETWEEN 10' & 30'

SEPARATION OVER 30'

NONBEARING WALLS & PARTITIONS - INTERIOR

FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS

ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS

GENERAL BUILDING HEIGHT AND AREA (CHAPTER 5)

ACCESSIBILITY - (CHAPTER 11)

ACCESSIBLE ENTRANCES PER SECTION 1105

PUBLIC ENTRANCES: EXISTING TO REMAIN, NO PROPOSED CHANGES

PARKING PER SECTION 1106

EXISTING TO REMAIN, NO PROPOSED CHANGES

PLUMBING SYSTEMS ( CHAPTER 29)

PLUMBING FIXTURES: NO ADDITIONAL FIXTURES ARE REQUIRED, PROPOSED TOILET ROOM FOR VOCATIONAL TRAINING

MIXED OCCUPANCY SEPARATION

BUILDING HEIGHT: 130'-0" - EXISTING TO REMAIN, NO PROPOSED CHANGES

SEPARATION PROVIDE PER TABLE 508.4: A-3/B (1-HOUR)

NUMBER OF STORIES ABOVE GRADE PLANE: 2 STORIES - EXISTING TO REMAIN, NO PROPOSED CHANGES

EXISTING OCCUPANCIES TO REMAIN, SELECT GROSS AREAS TO BE ADJUSTED

ROOM 245: A-3 OCCUPANCY REMAINS THE SAME GROSS AREA REMAINS THE SAME

ROOM 247: A-3 OCCUPANCY REMAINS THE SAME GROSS AREA INCREASED FROM 644 SF TO 847 SF ROOM 249: A-3 OCCUPANCY REMAINS THE SAME GROSS AREA DECREASED FROM 1277 SF TO 1023 SF ROOM 251: B OCCUPANCY REMAINS THE SAME GROSS AREA INCREASED FROM 176 SF TO 249 SF

ROOM 245: OCCUPANCY LOAD REMAINS THE SAME

ROOM 247: OCCUPANCY LOAD - (847/50) = 16.94 = 17

ROOM 249: OCCUPANCY LOAD - (1023/50) = 20.46 = 21

ROOM 251: OCCUPANCY LOAD - (249/300) = 0.83 = 1

862 SF

CLASSROOM

EDNET

EDNET

ELECTRICAL

LANDING

200L

1023 SF

CLASSROOM

CLASSROOM

RR

247AHALL

200K

HALLWAY

EDNET

EQUIPMENT

STORAGE

249A

ROOF

HATCH

249B

STUDY

AREA

847 SF

249 SF

10.04

10.05

02.19

LEGEND:

OCCUPANCY TYPE A-3

OCCUPANCY TYPE B

1 HOUR FIRE BARRIER TO UNDERSIDE OF

FLOOR OR ROOF STRUCTURE, LABEL AND

IDENTIFY WALL IN ACCORDANCE WITH IBC

703.7.

PATH OF EGRESS

COMBINED OCCUPANCY LOAD & MEANS OF

EGRESS

ROOM OCCUPANCY LOAD & MEANS OF

EGRESS

KEY NOTES:?

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:56:02 PM

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CODE REVIEW

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GROSS SQUARE FOOTAGE PER OCCUPANCY PER SOW:

OCCUPANCY GROSS AREA

SCALE 1/8" = 1'-0"GI100

A5 SECOND LEVEL EGRESS PLAN

02.19 EXISTING 36" STAIR ACCESS DOOR TO REMAIN

10.04 EXISTING FIRE EXTINGUISHER

10.05 EXISTING PORTABLE FIRE EXTINGUISHER

OF E UT TA AT HS

No. 14200675-0301

INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY

DEFERRED SUBMITTAL.

SUBMIT ALL DESIGN DOCUMENTS TO OWNER / ARCHITECT FOR REVIEW PRIOR TO INSTALL /

FABRICATION.

STAIRWAY IDENTIFICATION SIGNS

STAIR 1

1' - 0" MIN.

1'

M

IN

5'

M

IN

NO ROOF ACCESS

DOWN TO LEVEL 1

FOR EXIT DISCHARGE

LETTERING REQUIREMENTS:

STAIR IDENTIFICATION LETTERS - 1 1/2" MIN. IN HEIGHT

FLOOR LEVEL NUMBER - 5" MIN. IN HEIGHT

OTHER LETTERING - 1" MIN. IN HEIGHT

PERMANENT ROOMS AND SPACES SIGNAGE

FLOOR

#2

R A

IS

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H A

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ACCESSIBLE SIGNAGE, RE

ICC 2017 117.1,SECT. 703

GENERAL PUBLIC SIGNAGE,

RE. IBC 2021, SECT1023.9 &

IFC 1023.9.1

RAISED CHARACTERS REQUIREMENTS:

- 5/8" MIN. & 2" MAX.IN HEIGHT

- 1/32" MIN. IN DEPTH

LIBRARY

R A

IS

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H A

R A

C T

E R

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IN

T

O B

O T

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M O

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M A

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T O

B O

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RAISED CHARACTERS REQUIREMENTS:

- 5/8" MIN. & 2" MAX.IN HEIGHT

- 1/32" MIN. IN DEPTH

INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY

DEFERRED SUBMITTAL.

SUBMIT ALL DESIGN DOCUMENTS TO OWNER / ARCHITECT FOR REVIEW PRIOR TO INSTALL /

FABRICATION.

.0

0°

1' - 6"

M

IN

1'

CLEAR FLOOR SPACE CENTERED ON

TACTILE CHARACTERS AND LOCATED

BEYOND ARC OF DOOR SWING

LOCATION OF SIGNS AT DOORS

2'

M

IN

3'

M

IN

2' - 0" MAX. 4' - 4" MIN. 2' - 0" MAX.

2'

3'

CLEAR WIDTH OF ACCESSIBLE ROUTE AT 1800 TURN

5'

C

LR

. M

IN

3' - 0" CLR. MIN. X<52" 3' - 0" CLR. MIN.

NEW BUILDING - OPTION 1

4'

C

LR

. M

IN

3' - 6" CLR. MIN. X<52" 3' - 6" CLR. MIN.

NEW BUILDING - OPTION 2

3'

C

LR

. M

IN

3' - 7" CLR. MIN. X<52" 3' - 7" CLR. MIN.

NEW BUILDING - OPTION 3

CLEAR WIDTH OF ACCESSIBLE ROUTE AT 900 TURN

3'

C

LR

.M

IN

0' - 4" MIN. 2' - 0" MIN.

0'

M

IN

2'

M

IN

3' - 0" CLR. MIN.

NEW BUILDING - OPTION 1

3'

C

LR

.M

IN

3' - 0" CLR. MIN.

0' - 8" MIN.

NEW BUILDING - OPTION 2

0'

M

IN

3'

C

LR

.M

IN

3' - 0" CLR. MIN.

NEW BUILDING - OPTION 4

3'

C

LR

.M

IN

3' - 2" CLR. MIN.

NEW BUILDING - OPTION 3

CLEAR WIDTH OF ACCESSIBLE ROUTE - NEW BUILDING - INTERIOR

PULL SIDE

*IF BOTH A CLOSER AND LATCH PROVIDED

PUSH SIDE

FRONT APPROACH

SIDE APPROACHES _

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

NOTE:

X = 36" MIN. IF Y = 60";

X = 42" MIN. IF Y = 54"

NOTE:

Y = 48" MIN. IF BOTH A LATCH AND

CLOSER PROVIDED

NOTE:

Y = 54" MINIMUM IF CLOSER

PROVIDED

NOTE:

Y = 48" MINIMUM IF DOOR

HAS BOTH A LATCH AND CLOSER

LATCH SIDE APPROACHES

FRONT APPROACH

LATCH SIDE APPROACH

SLIDE SIDE APPROACH

2' - 0" MIN.

3'

4'

M

IN

3'

M

IN

1' - 10" MIN.

4'

M

IN

2' - 0" MIN. 2' - 0" MIN.

3'

M

IN

X Y

M

IN

Y

4' - 6" MIN.

1' - 6" MIN.

5'

M

IN

SLIDING DOOR

CLEAR WIDTH OF DOORWAYS

MIN.

32" CLR.

MIN.

32" CLR.

HINGED DOOR

RE.: ICC A117.1 , SECT. 404 FOR MORE

INFORMATION REGARDING DOORS IN

ALCOVES AND SERIES OF DOORS

(B) SLIDING AND FOLDING DOORS

(A) SWINGING DOORS

MANEUVERING CLEARANCES AT DOORS

M

IN

. E X

IS

T

. B

LD

G

1' - 0" MIN*

4'

M

IN

E X

IS

T

IN

G

B

LD

G S

M

IN

5' - 0" MIN.

1' - 0"3' - 0" MIN.1' - 0"

5'

M

IN

3'

M

IN

EXISTING BUILDINGS

WHEELCHAIR TURNING FLOOR SPACE

WHEELCHAIR CLEAR FLOOR SPACE

4' - 4" MIN.

2'

M

IN

4' - 0" MIN.

2'

M

IN

NEW CONSTRUCTION EXISTING BLDG

5' - 7"

1' - 0"3' - 0" MIN.1' - 0"

5'

M

IN

3'

M

IN

NEW CONSTRUCTION

2'

M A

X

OVERLAP OF KNEE AND TOE CLEARANCE

1' - 0"3' - 0" MIN.1' - 0"

5'

M

IN

3'

M

IN

0'

0"

M A

X

OVERLAP OF KNEE AND TOE CLEARANCE OPTION 1

1' - 0"3' - 0" MIN.1' - 0"

5'

M

IN

3'

M

IN

OPTION 3 OPTION 2

0' - 11" MIN. 0' - 6" MAX.

8" MIN.

0'

M

IN

2'

M

IN

25" MAX KNEE

1' - 5" -25" TOE

KNEE AND TOE CLEARANCE

PROTECT SHADED AREA

FROM CROSS-TRAFFIC

CANE DETECTION RAIL

OBJECT PROTRUDE

INTO CIRCULATION

PASS

2'

M A

X

6'

REDUCED VERTICAL CLEARANCE

UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH

UNOBSTRUCTED SIDE REACH

OBSTRUCTED HIGH SIDE REACH

1'

M

IN

. 4'

M A

X

4'

M A

X

1' - 8" MAX.

> 20"-25" MAX.

3'

M A

X

1'

M

IN

. 4'

M A

X

0' - 10" MAX.

0' - 10" MAX.

4'

M A

X

>10"- 2' - 0" MAX.

3'

0"

M A

X

REACH RANGE

OBSTRUCTED HIGH FORWARD REACH

2'

0"

M A

X

OBSTRUCTED HIGH SIDE REACH

5' - 0" MIN.

X

3' - 0" MIN.

X

PARALLEL APPROACH FORWARD APPROACH

MANEUVERING CLEARANCES IN AN ALCOVE PROTRUDING OBJECTS

CHANGE IN LEVEL

VERTICAL CHANGE IN LEVEL

1/ 4"

M A

X 1/ 2"

M A

X

/4

/4

1/ 2"

M A

X

BEVELED CHANGE IN LEVEL

0"

2'

C A

N E

D E

T E

C T

IO

N

Z O

N E

2'

M

IN

0' - 4" MAX.

PROTRUDING OBJECT

CANNOT REDUCE

MIN. WIDTH OF

ACCESSIBLE ROUTE;

CANE DETECTION

MEASURES ON BOTH

SIDES NEEDED

OBJECT ABOVE

CIRCULATION PASS

6'

C

LR

. M

IN

. C

IR

C U

LA

T

IO

N

P A

S S

H E

IG

H

T

CIRCULATION PASS

REQUIRED ACCESSIBLE

ANY WIDTH

X

7"

X

0"

ANY WIDTH

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:56:03 PM

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STANDARD ACCESSIBILITY

DETAILS

GI301

SLA000004

PRH

AC

W

S

W E

S T

J O

R D

A N

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D F

C M

S

LC

C J

O R

D A

N C

N A

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M O

D E

L

S

LC

C

SCALE 3/8" = 1'-0"GI301

5 SIGNAGE

SCALE 3/8" = 1'-0"GI301

4 ACCESSIBLE ROUTE

SCALE 3/16" = 1'-0"GI301

1 ADA DOORS DOORWAYS & GATES

SCALE 3/8" = 1'-0"GI301

3 ACCESSIBLE CLEAR AND TURNING SPACES

OF E UT TA AT HS

No. 14200675-0301

WALL MOUNTED URINALS

16"-18"

4'

M

IN

5' - 0" MIN.

1' - 0" MAX. 3' - 6" MIN.

-OTHER FIXTURES ARE NOT

ALLOWED IN CLEARANCE AREA

-OTHER FIXTURES CLEARANCE

AREA ALLOWED TO OVERLAP

-PROVIDE SOLID BACKING FOR

GRAB BARS IN ALL STUDWALLS

IN ALL TOILET ROOMS

M A

X

3' - 6" MIN.

3' - 0" 0' - 6" MAX.

54" MIN.

39"-41" MAX.

1'

PARTITION OR

WALL, TYP

3' - 0" CLR.

EQ EQ

MOUNTING HEIGHT AND CONTROLS REACH

M A

X

1'

F

LU

S H

C O

N T

R O

L

A F

F

C

LE

A R

A N

C E

K N

E E

A N

D T

O E

2'

M A

X

M

A X

CLEAR FLOOR SPACE

(WHEELCHAIR APPROACH)

EQ EQ

DRINKING FOUNTAINS

WHEELCHAIR ACCESSIBLE STANDING USE ACCESSIBLE

WATER CLOSET, GRAB BARS AND ACCESSORIES HEIGHTS REQUIREMENTS

3' - 6"

2' - 0"

1'

0'

/2

PROTRUDING

DISPENSER

LOCATION

1'

/2

M

IN

APPROACH, PARTITIONS, URINAL DEPTH

EQ EQ

PROVIDE PROTECTION TO

PREVENT CONTACT WITH HOT

PIPES UNDER LAVATORY; NO

ABRASIVE SURFACES OR SHARP

CORNERS PERMITTED

LAVATORIES AND SINKS _

ALLOW FOR KNEE AND

TOE CLEARANCE

WASHING MACHINES AND CLOTHES DRYERS

2' - 0"

6" 3'

M

A X

FRONT LOADING LAUNDRY EQUIPMENT TOP LOADING LAUNDRY EQUIPMENT

M A

X

4'

M A

X

M

IN

3' - 0" MAX.

2'

0"

M A

X

3'

/4

CLEAR FLOOR SPACE AT WATER CLOSET

BATHTUBS

2'

M

IN

LENGTH OF BATHTUB

C O

N T

R O

L W

A

LL

BACK WALL

H E

A D

W A

LL

1' - 0" MAX.2' - 0" MIN. 2' - 0" MAX.

2'

M

IN

0'

*HEADWALL GRAB

BAR IS NOT REQ.D

WHEN PERMANENT

SEAT IS PROVIDED

1'

M

IN

8"

0'

0"

1' m in

3"

0'

1' - 6"

3' - 0" MIN. CLR.

C O

N T

R O

L W

A

LL

BACK WALL

3'

M

IN

. C

LR

S E

A T

W A

LL

0'

3'

4' - 4"

4' - 4" OPTION 2

OPTION 1

0' - 4" MAX.

TRANSFER SHOWER

TRANSFER SHOWER W/ FOLDING SEAT PLAN

S

ID

E W

A

LL

S E

A T

W A

LL

2'

M

IN

2'

C

LR

. M

IN

5' - 0"

CONTROL WALL

0'

M A

X

0'

M A

X

0' - 6" MAX.EDGE OF SEAT

CONTROL WALL

3' - 0"

1'

0'

3'

1' - 3"

0' - 4" MAX.

1'

3'

GRAB BARS, CONTROLS AND HAND

SHOWER LOCATIONS

STANDARD ROLL-IN

- LAVATORY COMPLYING W/ SECT. 606

PERMITTED IN SHOWER CLEARANCE

- RE. ICC SECT. 608 FOR ALTERNATIVE

ROLL-IN SHOWER REQUIREMENTS

- THRESHOLD TO BE 1/2" MAX. HIGH

CONTROL WALL

1'

M

IN

3"

0'

1' - 4" MIN.

2' - 3" MAX.

3'

M

IN

4'

M A

X

ROLL-IN SHOWER W/ FOLDING SEAT PLAN

GRAB BARS, CONTROLS AND HAND SHOWER LOCATIONS

0' - 2 1/2" MAX. 15"- 1' - 4"

0'

M A

X

0'

/2

M A

X

0'

/2

M A

X

0'

M A

X

0' - 2 1/2" MAX.

THRESHOLD TO BE 1/2" MAX. HIGH

PASS-THROUGH KITCHENS

OR APPLIENCES, OR ISLAND

40" CLR. MIN. TO

WALL, OR CABINETS,

REF.

W O

R K

IN

G

S

U R

F A

C E

DW

2'

C

LR

. M

IN

U-SHAPED KITCHENS

5' - 0" CLR. MIN.

Ref.

DW

WORKING

SURFACE

KITCHENS ISLAND OUTLETS AND SWITCHES

1'

M

IN

3'

M

IN

M A

X

OUTLETS ARE NOT REQ.D IN

CORNER AREA 9 SF MAX.

2'

M A

X

2'

M A

X

3'

M

IN

1'

M

IN

2'

M

A X

M

A X

2'

M

A X

2' - 0" MAX. 3' - 0" MIN.

1 OUTLET FOR FIRST 9 SF

2'

M A

X

ADDITIONAL OUTLET FOR

EVERY ADDITIONAL 18 SF,

OR FRACTION THEREOF

DW

WALL HUNG WATER CLOSET STANDARD COMPARTMENT

WHEELCHAIR ACCESSIBLE COMPARTMENTS

4'

M

IN

3'

C

LR

. M

IN

5' - 0" MIN.

7'

M

IN

5' - 0" MIN.

0' - 4" MAX. OR 4' - 8" MIN.

2' - 8" CLR. MIN.

5'

M

IN

4' - 8" MIN. (WALL HUNG W.C.)

59" MIN. (FLOOR MOUNTED W.C)

WALL HUNG WATER CLOSET ALTERNATE COMPARTMENT

OPTION 3

5'

C

LR

. M

IN

35"- 3' - 1"

AMBULATORY COMPARTMENT

1' - 7" -17"

3'

C

LR

. M

IN

MULTI-USER TOILET ROOM SCOPE REQUIREMENTS:

1. AT LEAST ONE WHEELCHAIR ACCESSIBLE COMPARTMENT

2. IN ADDITION TO #1, AT LEAST ONE AMBULATORY ACCESSIBLE COMPARTMENT IN

RESTROOM WITH AT LEAST 6 TOILET COMPARTMENTS OR TOTAL OF WATER CLOSETS AND

URINALS

3. AT LEAST ONE COMPLAINT URINAL WHERE MORE THAN ONE URINAL PROVIDED

4. AT LEAST ONE COMPLIANT LAVATORY AND AT LEAST ONE COMPLAINT MIRROR, WHERE

PROVIDED

1'

M

IN

0' - 8"

PARTITION TOE CLEARANCE UNDER COMPARTMENT PARTITI

2' - 8" CLR.MIN.

2' - 8" CLR.MIN.

2' - 8" CLR.MIN.

SURFACE

MOUNTED TOILET

PAPER DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL

SURFACE-MOUNTED

SEAT-COVER

DISPENSER

1'

M

IN

. 4'

M A

X

M

IN

4'

M A

X

RECESSED

SANITARY NAPKIN

DISPOSAL

4'

M A

X

M

IN

1'

M

IN

. 4'

M A

X

ELECTRICAL OUTLET

(NO OBSTRUCTION)

LIGHT/FAN SWITCH,

THERMOSTAT

(NO OBSTRUCTION)

4'

M A

X

R E

. R E

A C

H R

A N

G E

R E

Q .S

R E

. R E

A C

H R

A N

G E

R E

Q .S

ELECTRICAL OUTLET

(APPROACH

OBSTRUCTED)

LIGHT/FAN SWITCH,

THERMOSTAT

(APPROACH OBSTRUCTED)

R E

. R E

A C

H R

A N

G E

R E

Q .S

ELECTRICAL OUTLET

OVER COUNTERTOP

O V

E R

4"

D E

E P

C A

B

IN

E T

M A

X

(2

1/ 2"

M A

X . C

O N

T E

R T

O P

ELEVATORS

CALL

BUTTON

6'

M

IN

VISIBLE

SIGNALS

4'

M A

X

FE CABINET

O B

JE

C

T R

E Q

.S

T O

C O

M P

LY

W

P

R O

T R

U D

IN

G

T O

B .O

R

E F

LE

C

T

IN

G S

U R

F A

C E

3'

A F

F M

A X

SANITARY NAPKIN

DISPENSER

T O

B .O

R

E F

LE

C

T

IN

G S

U R

F A

C E

2'

A F

F M

A X

MIRROR ABOVE

LAVATORY OR

COUNTERTOP

MIRROR NOT ABOVE

LAVATORY OR

COUNTERTOP

WALL MOUNTED

SOAP DISPENSER

PAPER TOWEL

DISPENSER

4'

M A

X

T O

A N

Y O

P E

R A

B

LE

P A

R T

4'

M A

X

T O

A N

Y O

P E

R A

B

LE

P A

R T

4'

M A

X

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:56:04 PM

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DETAILS

GI302

SLA000004

PRH

AC

W

S

W E

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J O

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A N

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LC

C J

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C

SCALE 3/8" = 1'-0"GI302

A1 ACCESSIBLE PLUMBING FIXTURES

SCALE 3/8" = 1'-0"GI302

A2 ACCESSIBLE SHOWERS & BATHTUBS

SCALE 3/8" = 1'-0"GI302

A3 KITCHENS

SCALE 3/8" = 1'-0"GI302

A5 MULTI-USER RESTROOMS

SCALE 3/8" = 1'-0"GI302

C5

EQUIPMENT AND ACCESSORY MOUNTING

HEIGHTS

OF E UT TA AT HS

No. 14200675-0301

862 SF

CLASSROOM

EDNET

EDNET

ELECTRICAL

LANDING

200L

EDNET

EQUIPMENT

STUDY

AREA

176 SF

STORAGE

A

D P

ROOF

HATCH

HALLWAY

200K

HALLWAY

251A

02.01

02.04

02.01

02.08

TYP.

02.03

02.04

02.0102.01

02.08

02.08

02.20

02.10

02.09

02.09

02.11

02.10

249A

02.05

644 SF

CLASSROOM

1277 SF

CLASSROOM

02.18

02.09

02.09

02.09

22.04

02.10

02.20

DEMO FLOOR PLAN LEGEND:

EXISTING DOOR AND FRAME TO REMAIN.

SEE DOOR HARDWARE SPEC. FOR DOOR

HARDWARE COMPONENTS TO REMAIN.

EXISTING DOOR, FRAME AND HARDWARE TO

BE REMOVED. EXISTING SIDELIGHT TO BE

REMOVED, WHERE OCCURS

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

KEY NOTES:?

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:55:58 PM

A ut od es k D oc s:

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SECOND LEVEL DEMOLITION

PLAN

DP101

SLA000004

PRH

AC

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SCALE 1/8" = 1'-0"DP101

A2 SECOND LEVEL DEMOLITION PLAN

SCALE 3/8" = 1'-0"DP101

A3 VESTIBULE @ HALL 200K

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, AND

NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND THOSE DOCUMENTED PRIOR TO

COMMENCING DEMOLITION.

2. REFER TO MECHANICAL, ELECTRICAL, AND/OR PLUMBING

DRAWINGS WHEN DEMOLITION REQUIRES REMOVAL OR

TERMINATION OF SUCH UTILITIES.

3 DASHED LINES INDICATE EXISTING WALL, CASEWORK,

FIXTURES, AND/OR OPENINGS WHICH ARE TO BE REMOVED.

U.N.O. REFER TO NOTES FOR CARE OF WORK

REQUIREMENTS

4 THE CONTRACTOR IS TO REVIEW THE COMPLETE

DOCUMENT SET AND COORDINATE THE WORK IDENTIIED IN

THE DEMOLITION DOCUMENTS WITH THE SCOPE OF THE

NEW CONSTRUCTION. ALL DISCREPENCIES WILL BE NOTED

TO THE ARCHITECT IN WRITING PRIOR TO COMMENCING

WITH DEMOLITION ACTIVITIES

5 THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT

AND ERECTION OF ALL TEMPORARY LIFE SAFETY

PROTECTION FOR MEANS OF EGRESS DURING DEMOLITION

AND CONSTRUCTION

6 DO NOT DISTURB, DISRUPT, DAMAGE OR ALTER ANY

STRUCTURAL CONDITION OF THE EXISTING BUILDING

UNLESS SPECIFICALLY INDICATED IN THESE DOCUMENTS

7 THE EXISTING PERIMETER WALL SYSTEMS ARE NOT TO BE

REMOVED, U.N.O. ANY DAMAGE EITHER EXISTING OR AS A

RESULT OF CONSTRUCTION ACTIVITY IS TO BE REPAIRED TO

MATCH EXISTING AND ACCEPT NEW CONTRUCTION WHERE

APPLICABLE

8 REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK

PROGRESSES. UPON COMPLETION OF WORK, LEAVE SITE IN

CLEAN CONDITION, REMOVE ALL DEBRIS IN LEGAL MANNER

9 REMOVE MATERIALS TO BE REINSTALLED OR RETAINED IN A

MANNER TO PREVENT DAMAGE. STORE AND PROTECT TO

PREVENT DAMAGE AND TO ALLOW FOR REINSTALLATION

10 OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR

THE ACTUAL CONDITION OF AREAS TO BE DEMOLISHED

GENERAL NOTES:

02.01 REMOVE EXISTING FLOORING & BASE, PALLETIZE

AND RETURN TO OWNER. PREPARE SURFACE TO

RECIEVE NEW FINISHES.

02.03 REMOVAL OF EXISTING WALL HUNG LOCKERS BY

OWNER. CONTRACTOR TO PATCH AND REPAIR WALL

TO MATCH EXISTING.

02.04 REMOVE EXISTING INSTRUCTOR STATION, OWNER

TO PROVIDE NEW CONNECTIONS LOST FROM

REMOVAL

02.05 REMOVE EXISTING WALL ASSEMBLY, RETAIN DOOR &

FRAME FOR NEW OPENING, SEE AE101 FOR NEW

LOCATION. PATCH & PREPARE FLOOR FOR NEW

FINISHES

02.08 REMOVE WALL HUNG WHITEBOARD & TACK BOARD.

PATCH AND REPAIR WALL FINISH TO MATCH

EXISTING

02.09 REMOVAL OF EXISTING WALL-MOUNTED SPEAKERS

BY OWNER, CONTRACTOR TO PATCH AND REPAIR

WALL TO MATCH EXISTING

02.10 REMOVE EXISTING DOOR & FRAME & RETAIN FOR

OWNER. FRAME IN OPENING MATCH ADJACENT

FINISHES.

02.11 REMOVE EXISTING WALL ASSEMBLY

02.18 REMOVE EXISTING WALL ASSEMBLY TO EXTENT OF

OPENING NEEDED FOR RELOCATED DOOR AND

FRAME

02.20 REMOVE EXISTING WALL ASSEMBLY, RETAIN DOOR &

FRAME FOR OWNER,. PATCH & PREPARE FLOOR

FOR NEW FINISHES

22.04 AREA OF DEMOLITION NEEDED TO TIE-IN TO

PLUMBING ON LEVEL ONE. REFER TO PLUMBING

DRAWINGS FOR EXTENT OF DEMOTION AND WORK

TO BE PERFORMED. PATCH AND REPAIR ALL

FINISHES DISTURBED AS A RESULT OF WORK

PERFORMED

OF E UT TA AT HS

No. 14200675-0301

02.13

02.14

02.13

TYP.

02.13

02.13

02.13

02.13

TYP.

02.15

TYP.

02.15

02.14

02.13

02.14

TYP.

02.15

TYP.

02.13

02.1602.16

02.1602.16

02.1602.16

TYP.

02.13

TYP.

02.15

02.14

02.17

02.1602.16

02.1602.16

ADD ALTERNATE #1

02.1602.16

02.1602.16

02.1602.16

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS,

AND NOTIFY ARCHITECT OF ANY DISCREPANCIES

BETWEEN EXISTING CONDITIONS AND THOSE

DOCUMENTED PRIOR TO COMMENCING DEMOLITION

2. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL

AND/OR PLUMBING DRAWINGS WHEN DEMOLITION

REQUIRED REMOVAL OR TERMINATION OF ASSOCIATED

UTILITIES

3. DASHED LINES INDICATE EXISTING WALL, CASEWORK,

FIXTURES, AND/OR OPENINGS WHICH ARE TO BE

REMOVED, U.N.O.. REFER TO NOTES FOR CARE OF

WORK REQUIREMENTS

4. THE CONTRACTOR IS TO REVIEW THE COMPLETE

DOCUMENT SET AND COORDINATE THE WORK

IDENTIFIED IN THE DEMOLITION DOCUMENTS WITH THE

SCOPE OF THE NEW CONSTRUCTION. ALL

DISCREPANCIES WILL BE NOTED TO THE ARCHITECT IN

WRITING PRIOR TO COMMENCING WITH DEMOLITION

ACTIVITIES

5. THE CONTRACTOR IS RESPONSIBLE FOR THE

PLACEMENT OF THE AND ERECTION OF ALL

TEMPORARY LIFE SAFETY PROTECTION FOR MEANS OF

EGRESS AR ALL TIMES DURING DEMOLITION AND

CONSTRUCTION.

6. DO NOT DISTURB, DISRUPT, DAMAGE OR ALTER ANY

STRUCTURAL CONDITION OF THE EXISTING BUILDING

UNLESS SPECIFICALLY INDICATED IN THESE

DOCUMENTS.

7. IN ANY CUTTING, PATCHING OR ALTERING OF THE

EXISTING STRUCTURE OR ITS COMPONENTS THAT MAY

BE REQUIRED FOR THE INSTALLATION OF NEW

CONSTRUCTION, THE CONTRACTOR WILL NOTIFY THE

ARCHITECT IN WRITING , IN ADVANCE OF ALL SUCH

WORK AS MAY BE NECESSARY.

8. THE EXISTING PERIMETER WALL SYSTEMS ARE NOT TO

BE REMOVED, U.N.O.. ANY DAMAGE EITHER EXISTING OR

AS A RESULT OF CONSTRUCTION ACTIVITY IS TO BE

PREPARED TO MATCH EXISTING AND ACCEPT NEW

CONSTRUCTION WHERE APPLICABLE.

9. REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK

PROGRESSIS. UPON COMPLETION OF WORK, LEAVE

SITE IN CLEAN CONDITION, REMOVE ALL DEBRIS IN A

LEGAL MANNER.

10. REMOVE MATERIALS TO BE REINSTALLED OR RETAINED

IN A MANNER TO PREVENT DAMAGE. STORE AND

PROTECT TO PREVENT DAMAGE AND TO ALLOW FOR

REINSTALLATION

11. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY

FOR THE ACTUAL CONDITION OF AREAS TO BE

DEMOLISHED.

12. ALL WALLS SHOWN DASHED ARE TO BE REMOVED.

13. MAINTAIN A WATER TIGHT BUIDING ENVELOPE DURING

AND AT COMPLETION OF DEMOLITION.

KEY NOTES:?

DEMO REFLECTED CEILING

PLAN LEGEND:

MECHANICAL GRILL TO BE REMOVED

LIGHT FIXTURE TO BE REMOVED

CEILING TO BE REMOVED

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:55:59 PM

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SECOND LEVEL DEMO

REFLECTED CEILING PLAN

DP131

SLA000004

PRH

AC

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SCALE 1/8" = 1'-0"DP131

A2 SECOND LEVEL DEMO REFLECTED CEILING PLAN

02.13 REMOVE EXISTING LIGHT FIXTURES, DISCONNECT

EXISTING WIRING, PREPARE EXISTING JUNCTION

BOX FOR NEW FIXTURE

02.14 REMOVE ACOUSTICAL CEILING GRID, PREPARE FOR

NEW GRID AND LIGHT FIXTURES, SEE RCP

02.15 REMOVE EXISTING MECHANICAL GRILL AND SUPPLY,

RETAIN FOR FUTURE USE

02.16 EXISTING ACOUSTICAL CEILING AND LIGHT FIXTURES

TO REMAIN

02.17 REMOVE EXISTING GYP. BD. CEILING AND FRAMING

FRO NEW ACOUSTICAL CEILING

ADD ALTERNATE #1: IN CLASSROOM #245, REMOVE EXISTING

LIGHT FIXTURES AND PREP FOR NEW FIXTURES AND

LOCATIONS, SEE ELECTRICAL DRAWINGS

OF E UT TA AT HS

No. 14200675-0301

DN

DN

OPEN TO

BELOW OPEN TO

BELOW

CLASSROOM

EDNET

EDNET

ELECTRICAL

LANDING

200L

CLASSROOM

CLASSROOM

RR

247A

HALL

200K

EDNET

EQUIPMENT

STORAGE

249A

STUDY

AREA

LEGEND:

EXTENTS OUTSIDE OF PROJECT SCOPE

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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OVERALL SECOND LEVEL FLOOR

PLAN

AE100

SLA000004

PRH

AC

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SCALE 1/16" = 1'-0"AE100

A4 OVERALL SECOND LEVEL FLOOR PLAN

OF E UT TA AT HS

No. 14200675-0301

862 SF

EDNET

EDNET

ELECTRICAL

LANDING

200L

1023 SF

CLASSROOM

CLASSROOM

RR

247A

HALL

200K

HALLWAY

EDNET

EQUIPMENT

STORAGE

249A

ROOF

HATCH

249B

STUDY

AREA

6' - 9"

AE101

B3

A4

AE401

A5

AE401

A

A E

AE401

B1

7'

AE401

A1

249A

TYP.

10.01

TYP.

10.01

27.01

247A

27.01

A

A

A

B

A

22.03

847 SF

249 SF

2'

EQ EQ

1/2" METAL

REVEAL BEYOND

EXISTING 5/8" GYP BD

3/4" GRANITE SILL WITH

1/4" RADIUS CORNERS

EXISTING GLAZING

EXISTING ALUMINUM

CENTER WINDOW

MULLION

ALUMINUM BRAKE METAL

PARTITION BEYOND

1" 1"

1/

2"

HOLLOW METAL SILL

1/

2"

5"

A3

AE101

LINE OF GYP BD BELOW

EXISTING VERTICAL

MULLION

METAL STUD FRAMING

5/8" GYP BD

1/2" REVEAL

ALUMINUM BRAKE METAL

EXISTING GLAZING

TYP.

09.04

TYP.

09.01

TYP.

09.03

TYP.

09.02

TYP.

09.05

GENERAL NOTES:

1. SEE SHEET GI001 FOR ARCHITECTURAL LEGENDS,

SYMBOLS, AND ABBREVIATIONS.

2. ALL DIMENSIONS ARE TO FACE OF STUD OR CMU IN NEW

CONSTRUCTION, FACE OF FINISH IN EXISTING (U.N.O.).

3. ALL FLOOR FINISH CHANGES OCCUR AT CENTER LINE

OF DOORS IN CLOSED POSITION U.N.O.

4. COORDINATE LOCATIONS OF ALL FLOOR AND ROOF

DRAINS WITH PLUMBING PLANS.

5. SEE SHEET GI401 FOR WALL ASSEMBLIES & DETAILS.

6. SEE SHEET AE601 FOR DOOR SCHEDULE.

7. ALL ANGLED WALLS ARE AT 45°, UNLESS NOTED

OTHERWISE.

8. SEE GI302 FOR TYPICAL TOILET ACCESSORIES

INSTALLATION.

9. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR

CONSTRUCTION PURPOSES.

10. IN THE EVENT OF AN OMITTED NECESSARY DIMENSION,

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR

ENGINEER.

11. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT

JOB SITE PRIOR TO COMMENCING WORK.

12. VERIFY SIZE, LOCATION , AND CHARACTERISTICS OF

WORK AND EQUIPMENT FURNISHED BY THE OWNER

WITH MANUFACTURER OR SUPPLIER PRIOR TO

COMMENCING CONSTRUCTION ON WORK PERTAINING

TO THE SAME.

13. EXISTING WALLS TO REMAIN SHALL BE REPAIRED AND

REFINISHED AS REQUIRED BY DAMAGE OR TO PROVIDE

A SMOOTH AND UNIFORM SURFACE FOR THE

APPLICATION OF NEW FINISHES.

KEY NOTES:?

FLOOR PLAN LEGEND:

ROOM

NAME

101A

ROOM TAG, SEE PLAN AE121

DOOR TAG, SEE DOOR SCHEDULE

SHEET AE601

WALL TYPE TAG, SEE SHEET GI401 W-11

1 HR FIRE RATING

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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SECOND LEVEL FLOOR PLAN

AE101

SLA000004

PRH

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SCALE 1/8" = 1'-0"AE101

A2 OVERALL SECOND LEVEL FLOOR PLAN

SCALE 1 1/2" = 1'-0"AE101

A3 INFILL PARTITION @ WINDOW

SCALE 1 1/2" = 1'-0"AE101

B3 INFILL PARTITION PLAN

SCALE 1/4" = 1'-0"AE101

A4 HALL 200K - ELEVATION

09.01 PAINT WALL PER SCHEDULE, MATCH COLLEGE

STANDARDS

09.02 NEW BASE PER SCHEDULE, MATCH COLLEGE

STANDARDS

09.03 NEW TRIM PER SCHEDULE, MATCH COLLEGE

STANDARDS

09.04 PAINT WALL TO MATCH ADJACENT

09.05 NEW CHAIR RAIL TO MATCH ADJACENT

10.01 LINE OF PRIVACY CURTAIN TRACK, SEE

SPECIFICATIONS FOR INSTALLATION.

22.03 TROUGH SINK, SEE PLUMBING DRAWINGS

27.01 COLLEGE TO PROVIDE CEILING HUNG PROJECTOR

AND SCREEN. PROVIDE 1'-6" CLEAR ON THE PULL

SIDE OF DOOR FOR ADA CLEARANCE. SPACE

ALLOCATED FOR THE PROJECTOR SCREEN IS

APPROXIMATELY 10'-6" +/-

OF E UT TA AT HS

No. 14200675-0301

10' - 0"

C1

10' - 0"

C1

9' - 0"

C2

10' - 0"

C1

CLASSROOM

ADD ALTERNATE #1

KEY NOTES:?

GENERAL NOTES:

1. REFER TO MECHANICAL DRAWINGS FOR HVAC PLAN,

SECTIONS, DUCT SIZES, SUPPLY AND RETURN AIR

GRILLE SIZES.

2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING

LAYOUT, REQUIREMENTS, AND ADDITIONAL FIXTURE

INFORMATION.

3. DIMENSIONS ARE TAKEN FROM FACE OF FINISH

MATERIAL.

4. FOR EXACT EXTERIOR LIGHT LOCATIONS SEE EXTERIOR

ELEVATIONS.

5. LIGHT FIXTURES IN SUSPENDED CEILING SYSTEM SHALL

BE FASTENED TO METAL GRID SYSTEM WITH (1) 1/8”

BLIND RIVET AT EACH CORNER. EACH CORNER OF THE

LIGHT SHALL BE SUPPORTED FROM THE ROOF

STRUCTURE WITH #12 GA. GALVANIZED ANNEALED

WIRE.

6. SUPPLY AND RETURN DIFFUSERS IN SUSPENDED

CEILINGS SHALL HAVE STRAPS AT OPPOSITE SIDES.

THESE MAY BE SLACK.

7. COORDINATE LIGHT FIXTURE PLACEMENT WITH

MECHANICAL AND STRUCTURAL DRAWINGS.

8. COORDINATE LIGHT FIXTURE PLACEMENT WITH

OVERHEAD DOORS TO ENSURE THAT LIGHTS ARE NOT

BLOCKED BY DOORS IN THE OPEN POSITION.

9. DIMENSIONS ARE TAKEN FROM CENTER LINE FOR ALL

FIXTURES.

REFLECTED CEILING PLAN

LEGEND:

RETURN AIR GRILL - SEE MECH.

SUPPLY AIR GRILL - SEE MECH.

2x2 LIGHT FIXTURE - SEE ELEC.

EXHAUST FAN - SEE MECH.

A

VARIES

RM ROOM NUMBER

CEILING HEIGHT

CEILING TYPE

RECESSED CAN LIGHT - SEE ELEC.

PENDANT LIGHT - SEE ELEC.

C1 - ARMSTRONG CORTEGA

TEGULAR 704 24" x 24" SUSPENDED

ACOUSTICAL CEILING TILE, SEE

DETAILS A1-A4/AE541

CEILING TYPES LEGEND:

C2 - 5/8" PAINTED MOISTURE RESISTANT

GYPSUM BOARD OVER 20 GA. 3 5/8" MTL

STUD FRAMING @ 18" O.C. - PAINT W1

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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SECOND LEVEL REFLECTED

CEILING PLAN

AE131

SLA000004

PRH

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SCALE 1/8" = 1'-0"AE131

A2 SECOND LEVEL REFLECTED CEILING PLAN

ADD ALTERNATE #1: IN CLASSROOM #245, REMOVE EXISTING

LIGHT FIXTURES AND PREP FOR NEW FIXTURES AND

LOCATIONS, SEE ELECTRICAL DRAWINGS

OF E UT TA AT HS

No. 14200675-0301

2' - 0" 2' - 0" 2' - 6"

A3

AI301

A4

AI301

A1

AI301

2'

6"

2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"

A2

AI301

FILLER FILLER

22.01

10.09

10.08

10.06

2' - 6" 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" 1' - 6"

A2

AI301

A2

AI301

FILLERFILLER

10.02

22.01

22.02

10.08

10.09

10.07

26.01

10.03

10.06

A

A E

B

A E

B2

AE401

B4

AE401

22.01

10.02

22.02

1'

0"

1' - 6"1' - 10"

10.03

10.09

10.08

10.06

1' - 6"

8' - 1"

9'

10"

KEY NOTES:?

1. ALL MEASUREMENTS ARE TO FINISHED FLOOR

2. ALL ADA ACCESSIBLE FIXTURES TO COMPLY WITH ANSI

A117 LATEST EDITION

3. ENCLOSURE CAN PROTRUDE A MAX OF 19" AND CANNOT

REDUCED THE MIN. REQUIRED CLEAR WIDTH OF

ACCESSIBLE PATH

4. MILLWORK DIMENSIONS ARE FOR BID PURPOSES ONLY

AND MUST BE VERIFIED.

5. SLOPE FLOOR TOWARD DRAIN 1/8" PER FOOT WHERE

FLOOR DRAINS ARE PROVIDED.

6. OWNER SHALL PROVIDE RESTROOM ACCESSORIES -

CONTRACTOR TO INSTALL

GENERAL NOTES:

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

6/27/2025 1:55:50 PM

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ENLARGED PLANS AND

ELEVATIONS

AE401

SLA000004

Author

Checker

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SCALE 1/4" = 1'-0"AE401

A2 EXAM ROOM WASH STATION

SCALE 1/4" = 1'-0"AE401

A4 RM 247 NORTH CASEWORK

SCALE 1/4" = 1'-0"AE401

A5 RM 249 SOUTH CASEWORK

SCALE 1/4" = 1'-0"AE401

B2 RM 247A - NORTH ELEVATION

SCALE 1/4" = 1'-0"AE401

B3 RM 247A - EAST ELEVATION

SCALE 1/4" = 1'-0"AE401

B4 RM 247A - SOUTH ELEVATION

SCALE 1/4" = 1'-0"AE401

B1 RM 247A - ENLAREGED PLAN

SCALE 1/4" = 1'-0"AE401

A1 EXAM ROOM - ENLARGED PLAN

10.02 SPECIMAN PASS-THRU

10.03 SOAP DISPENSER, OFCI

10.06 PAPER TOWEL DISPENSER, OFCI

10.07 MIRROR

10.08 TOILET TISSUE DISPENSER, OFCI

10.09 GRAB BAR

22.01 WATER CLOSET, COORDIANTE WITH PLUMBING

PLANS

22.02 WALL MONTED HAND SINK, COORDINATE WITH

PLUMBING DRAWINGS

26.01 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

OF E UT TA AT HS

No. 14200675-0301

SCREW ATTACHEMENT

TO STUDS

7/8" EDGE TRIM WITH CONT.

ACOUSTICAL SEALANT

BETWEEN WALL ASSEMBLY

AND TRIM

SCHEDULED

SUSPENSION SYSTEM

WALL ASSEMBLY

AS SCHEDULED

8" MAX.

7/8"

BERC2 SEISMIC

CLIP OR EQUAL

ICC-ESR-1308 (MANUFACTURE REQUIREMENTS)

5/8" 3/4"

SCHEDULED

CEILING

WEB MEMBERS

BOTTOM

CORD

VERTICAL

HANGER WIRE

SPLAYED SEISMIC

BRACING WIRE

COMPRESSION STRUT AT

INTERSECTION MUST BE PLACED AT

12'-0" O.C. (MAX.) EACH WAY AND

WITHIN 6'-0" OF PERIMETER WALLS

(4) - 12 GA. SPLAY WIRES

CROSS T

MAIN RUNNER

ACOUSTICAL LAY-IN

PANEL CEILING

8'-6"

10'-0"

11'-6"

15'-0"

SINGLE 2 1/2" X 20 GA. METAL

STUD (Imin = 0.18 in4)

BACK TO BACK 2 1/2" X 20 GA. METAL

STUDS SCREWED TOGETHER @ 24" O.C.

1" DIAMETER CONDUIT (EMT)

3/4" DIAMETER CONDUIT (EMT)

STRUT SIZE MAX. LENGTH

2"

45°

7/8" FURRING CHANNELS @ 16" O.C.

5/8" TYPE 'X' GYP. BD.

1 1/2" C.R. CHANNEL @ 48" O.C.

12 GA. HANGER

NOTE:

SEE SPECIFICATION FOR

ADDITIONAL REQUIREMENTS

SCREW ATTACHEMENT

TO STUDS

7/8" EDGE TRIM WITH CONT.

ACOUSTICAL SEALANT

BETWEEN WALL ASSEMBLY

AND TRIM

SCHEDULED

SUSPENSION SYSTEM

SET SCREW AT

EACH CLIP

WALL ASSEMBLY

AS SCHEDULED

8" MAX.

7/8"

BERC2 SEISMIC

CLIP OR EQUAL

ICC-ESR-1308 (MANUFACTURE REQUIREMENTS)

5/8" 3/4"

SCHEDULED

CEILING

SCALE 3" = 1'-0"AE541

A3 TYPICAL COMPRESSION STRUT

SCALE 3" = 1'-0"AE541

A5 SUSPENDED GYP. BD. CEILING SYSTEM

SCALE 3" = 1'-0"AE541

A1

RESTRAINED EDGE DETAIL @

ACOUSTICAL LAY-IN CEILING

SCALE 3" = 1'-0"AE541

A2

UNRESTRAINED EDGE DETAIL @

ACOUSTICAL LAY-IN CEILING

SCALE 3" = 1'-0"AE541

A4 SUSPENDED CEILING DETAIL

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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REFLECTED CEILING DETAILS

AE541

SLA000004

PRH

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OF E UT TA AT HS

No. 14200675-0301

WALL AS

SCHEDULED

CONT. SEALANT,

EACH SIDE

H.M. FRAME

DOOR AS

SCHEDULED

WALL AS SCHEDULED

CONT. SEALANT,

EACH SIDE

H.M. FRAME

DOOR AS

SCHEDULED

4"

FACE OF WALL,

WHERE OCCURS

(2) MTL. STUDS.

EXTEND TO B.O.

STRUCTURE

D1

FINISH FLOOR

W

H

D2

W

H

0'

0' - 8"

GLAZING AS

SCHEDULED

A .F

.F . M

A X

FINISH FLOOR

F1

H 0'

0' - 2" W 0' - 2"

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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SCHEDULES

AE601

SLA000004

Author

Checker

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SCALE 3" = 1'-0"AE601

B1 INTERIOR H.M. DOOR HEAD

SCALE 3" = 1'-0"AE601

A1 INTERIOR H.M. DOOR JAMB

DOOR AND FRAME SCHEDULE

DOOR

DOOR FRAME

ACCESS

CONTROL

ASSEMBLY

FIRE RATING NOTES

SIZE

TYPE MATL FINISH GLAZING TYPE MATL FINISH

DETAILS (AE591)

WIDTH HEIGHT HEAD JAMB

247 3' - 6" 7' - 0" D2 HM DF1 G2 F1 HM FACTORY

FINISH

B1/AE601 A1/AE601

Yes

HARDWARE & ACCESS CONTROL TO BE

RELOCATED. CONTRACTOR TO VERIFY

NEW 42" CRASH BAR IS COMPATIBLE WITH

WITH EXISTING HARDWARE

247A 3' - 0" 7' - 0" D1 HM DF1 --- F1 HM FACTORY

FINISH

B1/AE601 A1/AE601

249 3' - 6" 7' - 0" D2 HM DF1 G2 F1 HM FACTORY

FINISH

B1/AE601 A1/AE601

Yes

HARDWARE & ACCESS CONTROL TO BE

RELOCATED. CONTRACTOR TO VERIFY

NEW 42" CRASH BAR IS COMPATIBLE WITH

WITH EXISTING HARDWARE

249A 3' - 0" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING B1/AE601 A1/AE601 Yes

HARDWARE & ACCESS CONTROL TO BE

RELOCTED WITH NEW DOOR LOCATION

DOOR TYPES

DOOR FRAME TYPES

GENERAL NOTES:

DOOR FINISH LEGEND

DF1 FACTORY FINISH

DF2 FIELD PAINT

DOOR MATERIAL LEGEND

AL ALUMINUM

FRP FIBERGLASS

GZ GLAZING

HM HOLLOW METAL

WD WOOD

1. WHERE DOOR ASSEMBLIES RESIDE WITHIN SOUND RATED

WALL ASSEMBLIES, DOOR ASSEMBLY STC RATING SHALL

MATCH WALL REQUIREMENTS.

GLAZING SCHEDULE

G1 1/4" CLEAR

G2 1/4" CLEAR - TEMPERED

G3 1" INSULATED CLEAR

G4 1" INSULATED CLEAR - TEMPERED

G5 1" INSULATED - SPANDREL

G6 1" INSULATED - SPANDREL - TEMPERED

DOOR FRAME FINISH LEGEND

FF1 FACTORY FINISH

FF2 FIELD PAINT

FF3

FF4

FF5

DOOR FRAME MATERIAL LEGEND

AL ALUMINUM

FRP FIBERGLASS

HM HOLLOW METAL

WD WOOD

OF E UT TA AT HS

No. 14200675-0301

EDNET

EDNET

ELECTRICAL

LANDING

200L

CLASSROOM

CLASSROOM

RR

247A

HALL

200K

HALLWAY

EDNET

EQUIPMENT

STORAGE

249A

ROOF

HATCH

249B

STUDY

AREA

W1/B1

W /B

W /B

W1/B1

W1/B1

W /B

W /B

W1/B1

W1/B1

W /B

W /B

W1/B1

W1/B1

W /B

W /B

W1/B1

W /B

KEY NOTES:?

GENERAL NOTES:

1. ALL WALL PAINT IS TO HAVE A SATIN FINISH U.N.O..

2. ALL DOOR FRAMES ARE TO HAVE A SEMI-GLOSS FINISH

U.N.O..

3. INSTALLER IS TO REFER TO SPECIFICATION FOR

INSTALLATION METHODS AND REQUIREMENTS

4. ALL EXPOSED GYP. BD. SURFACES ARE TO RECEIVE A

LEVEL 4 FINISH

FINISH PLAN LEGEND:

WALL FINISH TYPE / BASE TYPE, SEE AE122

FLOOR FINISH INSTALLATION

DIRECTIONAL ARROW, SEE AE122

WX/BX

W X

/B X

W X

/B X

WX/BX

T1 THRESHOLD TYPE

W3 - WALL PROTECTION. COORDINATE

LENGTH WITH HEAD WALLS AND PRIVACY

CURTAINS

FINISH SCHEDULE NOTES:

1. EXISTING FINISHES TO REMAIN IN CLASSROOM 245

6'

FLOOR AS SCHEDULED

W1

W2

SCALE 1/4" = 1'-0"AI101

A2 TYPICAL RESTROOM ELEVATION

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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SECOND LEVEL FINISH PLAN

AI101

SLA000004

Author

Checker

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SCALE 1/8" = 1'-0"AI101

A1 OVERALL SECOND LEVEL FLOOR PLAN

BASE FINISH SCHEDULE

TYPE DESCRIPTION MANUFACTURER PRODUCT COLOR NOTES

B1 INTEGRAL COVED FORBO MARMOLEUM TBD

B2 WOOD BASE TO MATCH EXISTING

FLOOR FINISH LEGEND

TYPE FILL DESCRIPTION MANUFACTURER PRODUCT COLOR NOTES

F1 VINYL FORBO MAMOLEUM TBD

WALL FINISH LEGEND

TYPE DESCRIPTION MANUFACTURER PRODUCT COLOR NOTES

W1 FIELD PAINT VALLEY PAINT SLCC HTC - MAIN WALL

COLOR

W2 CERAMIC TILE DALTILE COLORWHEEL 4X12 0790 MATTE ARCTIC WHITE SEE A2/AI101 ELEVATION

W3 WALL PROTECTION ACROVYN ALMOND 60" HEIGHT WITH TRIMMED EDGES

OF E UT TA AT HS

No. 14200675-0301

SINK & FAUCET, SEE

PLUMBING DRAWINGS

T O

T O

P R

IM

O

F S

IN

K

2'

0"

2'

2'

3/4" P-LAM DOOR,

FORMICA, COLOR TBD

3/4" P-LAM BOTTOM,

FORMICA, COLOR TBD

(2) 3/4" P-LAM

ADJ. SHELVES

1' - 2"

3"

FULL ROUND EDGE

POST-FORMED P-LAM

COUNTERTOP & BACK

SPLASH W/ COVED

SPLASH JOINT

1 1/4"

SCHEDULED BASE

3/4" P-LAM FRONT,

FORMICA, COLOR TBD

3/4" P-LAM DOOR

FORMICA, COLOR TBD

4"

6"

1/ 2"

4"

2' - 0"

SCHEDULED BASE

FULL ROUND EDGE

POST-FORMED P-LAM

COUNTERTOP & BACK

SPLASH W/ COVED

SPLASH JOINT

(1) 3/4" P-LAM ADJ. SHELF,

FORMICA, COLOR TBD

2'

0"

2'

2'

0'

0'

/2

0'

3"

1 1/4"

1' - 2"

4"

2' - 0"

3/4" P-LAM DOOR,

FORMICA, COLOR TBD

3/4" P-LAM BOTTOM,

FORMICA, COLOR TBD

(2) 3/4" P-LAM ADJ.

SHELVES, FORMICA,

COLOR TBD

3/4" P-LAM FRONT,

FORMICA, COLOR TBD

3/4" P-LAM DOOR,

FORMICA, COLOR TBD

1' - 2"

SCHEDULED BASE

FULL ROUND EDGE

POST-FORMED P-LAM

COUNTERTOP & BACK

SPLASH W/ COVED

SPLASH JOINT

(4) 3/4" P-LAM DRAWER,

FORMICA, COLOR TBD

2'

0"

2'

2'

0'

/2

0'

4"

2' - 0"

3/4" P-LAM DOOR,

FORMICA, COLOR TBD

3/4" P-LAM BOTTOM,

FORMICA, COLOR TBD

(2) 3/4" P-LAM ADJ.

SHELVES, FORMICA,

COLOR TBD

3/4" P-LAM FRONT,

FORMICA, COLOR TBD

3/4" W.R. PLYWOOD SUBSTRATE

OVER STEEL BRACKET

1/4" STEEL PLATE, WELDED

CONSTRUCTION, AT 36"

O.C. MAX. PAINT

POST-FORMED P-LAM COUNTERTOP

& BACK SPLASH W/ COVED SPLASH

JOINT, FORMICA, COLOR TBD

2'

6"

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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CASEWORK SECTIONS

AI301

SLA000004

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SCALE 1" = 1'-0"AI301

A1 CABINET SECTION SINK

SCALE 1" = 1'-0"AI301

A2 CABINET SECTION DRAWER

SCALE 1" = 1'-0"AI301

A3 CABINET SECTION (4) DRAWER

SCALE 1" = 1'-0"AI301

A4 ADA COUNTER SECTION

OF E UT TA AT HS

No. 14200675-0301

2"

22"

2"

22"

1"

8"

6"

8"

3 1/4"

OPEN END END @ WALL

1" x 1" STEEL

ANGLE

BRACKET

1" x 1/4" STEEL BRACKET

ON 1/4" STEEL PLATE

THRU-BOLT

2x4 WALL

FASTEN @ BOTH ENDS WITH

(4) #8 TAPPING SCREWS

CUT HORIZONTAL

FASTENER FROM STUD

VERTICAL WALL STUDS

NOTE:

COORDINATE LOCATION OF HORIZONTAL FASTENER

WITH MOUNTING HEIGHT OF GRAB BAR

20 GA. x 4" SHEET

MTL. AS REQ'D.

MTL. WALL STUDS

TYPICAL FOR EQUIPMENT

REQUIRING BLOCKING U.N.O.

LE

N

G T

H R

E Q

B

Y M

F R

577 South 200 East

Salt Lake City, Utah

801.533.2100

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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INTERIOR FINISH DETAILS

AI501

SLA000004

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SCALE 3" = 1'-0"AI501

A3 2-10 MOUNTING BRACKET

SCALE 1 1/2" = 1'-0"AI501

A1 2-12 GRAB BAR BLOCKING DETAIL

SCALE 1 1/2" = 1'-0"AI501

A2 2-14 BLOCKING DETAIL

OF E UT TA AT HS

No. 14200675-0301

ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD APPLIED PARALLEL TO EACH SIDE OF METAL STUDS @ 16" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS @ 8" O.C. TO VERTICAL EDGES AND 12" O.C. ON TOP & BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS

@ 24" O.C. EACH SIDE AND OPPOSITE SIDES

NON-LOAD BEARING

SOUND WALL WHERE OCCURS (SEE FLOOR PLAN): STC 50 MIN.

INCLUDE 3 1/2" SOUND BATT

FIRE WALL WHERE OCCURS (SEE FLOOR PLAN): 1 HR RATING;

COMPLY W/ GA FILE #WP1072

5/8" TYPE 'X'

GYP. BD.

8" 20 GA. MTL.

STUDS @ 16" O.C.

5/8" TYPE 'X'

GYP. BD.

ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD APPLIED PARALLEL TO EACH SIDE OF METAL STUDS @ 16" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS @ 8" O.C.