2-UNIFIED FIRE SERVICE AREA STATION 107 RESTROOM REMODEL.pdf

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK.

2. CONTRACTOR TO BECOME FAMILIAR WITH DRAWINGS AND SPECIFICATIONS. CONTRACTOR TO BECOME FAMILIAR WITH UNIFIED

FIRE AUTHORITY POLICIES AND EXPECTATIONS.

3. PATCH AND REPAIR ALL EXISTING AREAS AS NECESSARY.

4. PROTECT EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR SECURING THE PROJECT SITE AND BUILDING AT ALL TIMES.

CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AS NEEDED TO PROTECT OCCUPIED AREAS. ALL AREAS OF THE

CONSTRUCTION SITE SHALL BE MADE SAFE AT THE END OF THE WORK DAY.

5. CONTRACTOR SHALL COORDINATE ANY UTILITY SHUT DOWNS THAT MAY DISRUPT SERVICE TO OTHER BUILDINGS WITH OWNER

PRIOR TO SHUTDOWN.

6. TAKE ALL PRECAUTIONS DURING CONSTRUCTION TO MAINTAIN FIRE PROTECTION AND PROTECT CONSTRUCTION CREW.

7. REFER TO ELECTRICAL DRAWINGS FOR NEW POWER AND DATA REQUIREMENTS

8. CONTRACTOR IS TO ABIDE BY THE UTAH DIVISION OF AIR QUALITY REQUIREMENTS AND CONTACT THE UTAH DIVISION OF AIR

QUALITY AT (801) 536-4000.

1. REMODEL LOCKER AND SINGLE USE RESTROOM.

GRID

GRID

W1

D1

GRAPHIC SYMBOLS

ELEVATION CONTROL POINT OR DATUM POINT

WINDOW OR

STOREFRONT

NUMBER

DOOR NUMBER

REVISION

GRID LINES

NAME

#SHEET

SHEET

KEYNOTE1

SCALE/ REF

SHEET

# VIEW NAME SYMBOL

VIEW NUMBER/

SHEET WHERE VIEW IS LOCATED/

VIEW NAME/

VIEW SCALE

REFERENCING SHEET

NOTE:

REFERENCING SHEET PARAMETER IS ONLY SHOWN FOR SPECIFIC VIEWS/DETAILS TO ASSIST IN FINDING WHICH SHEET THE DETAIL IS REFERENCED FROM. REFERENCING SHEET INDICATES ONE

LOCATION FOR THE DETAIL BUT DETAIL COULD OCCUR IN MULTIPLE LOCATIONS.

ROOM NAME

ROOM NUMBER

SHEET

SHEET

DETAIL SYMBOL

DETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

BUILDING SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

WALL SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

INTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

EXTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

SHEET

#SHEET

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

MATERIALS/LEGEND

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD PLYWOOD

FACE BRICK

STONE

TERRAZZO

ABBREVIATIONS

DRAWINGS

ELEVATION

EXISTING

EXPANSION

EXTERIOR

FLOOR DRAIN

FOUNDATION

FINISH FLOOR

FOOTING

GOVERNMENT

GYPSUM WALL BOARD

GYPSUM WALL BOARD

HORIZONTAL

FOUNDATION

B.O.

FLR.

BOTTOM OF

FLOOR

CONSTRUCTION

CONT.

CONST.

COORD.

DIA.

DEPT

DET.

DIAMETER

DEPARTMENT

DETAIL

CONTINUOUS

COORDINATE

BTWN.

CONC.

COL.

CLG.

CLR.

BOT.

CEILING

CLEAR

COLUMN

CONCRETE

BETWEEN

BOTTOM

HORIZ.

GOVT.

GWB.

GYP. BD.

FTG.

FT. FEET

OF ARCHITECTS

CENTER LINE

ABOVE FINISH FLOOR

APPROXIMATE

AMERICAN INSTITUTE

ARCHITECTURAL

ALUM.

BLDG.

APPROX.

ARCH.

BD. BOARD

BUILDING

ALUMINUM

A.F.F.

A.I.A.

ABV.

CL

ABOVE

NUMBER

AT

FDTN.

F.F.

FIN. FINISH

F.D.

FDN.

EXPAN.

EXT.

EXIST.

ELEV.

EQ. EQUAL

EA.

DWGS.

DTL.

EACH

DETAIL

T.O. TOP OF

SQUARE FOOT

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

POUNDS PER

SQUARE INCH

POUNDS PER

P.S.I.

P.S.F.

OPP.

N.I.C.

N.T.S.

O.C.

O.D.

NO.

W/

WD.

W.W.F.

VERT.

T.O.W.

TYP.

U.N.O.

WELDED WIRE

FABRIC

VERTICAL

WOOD

UNLESS NOTED

OTHERWISE

TOP OF WALL

TYPICAL

MISCELLANEOUS

INFORMATION

AIR CONDITIONING

HEIGHT

HEATING/VENTILATION/

MECHANICAL

MINIMUM

MAXIMUM

INCHES

MISC.

MECH.

MIN.

MAX.

INFO.

IN.

HVAC

HT.

STD.

SUPER.

SUSP.

THRU

STR.

STIFF.

SIM.

SPEC.

RM.

SHT.

SCHED.

REINF.

REQ'D

QTY.

STANDARD

STRUCTURAL

SUSPENDED

THROUGH

SUPERVISOR

STIFFENER

SIMILAR

SPECIFICATION

ROOM

SHEET

SCHEDULE

REINFORCED

REQUIRED

QUANTITY

RE REFER

REF. REFER

WITH

FIELD VERIFYF.V.

X

1 2

N

K

J

5 6 7 8

A

B

C

D

E

F

G

H

I

L

M

2994 SF

APPARATUS

CODE ANALYSIS DATE 04.27.2026

BUILDING IDENTIFICATION UNIFIED FIRE AUTHORITY FIRE STATION 107

CODE ANALYSIS FORM - 2021 INTERNATIONAL BUILDING CODE

International Building Code (IBC) International Existing Building Code International Fire Code (IFC) International Mechanical Code (IMC) International Energy Conservation Code (IECC) International Plumbing Code (IPC) National Electric Code

YEARAPPLICABLE CODE

Uniform Code for Building Conservation

YEAR

CODE ANALYSIS FORM - 2021 INTERNATIONAL BUILDING CODE

APPLICABLE CODE

NO CHANGE IN OCCUPANCY, OCCUPANT LOAD, CONSTRUCTION TYPE, AND EXITING REQUIREMENTS OF

THE EXISTING BUILDING. SCOPE INCLUDES REMODELING RESTROOM AREAS ONLY.

A. OCCUPANCY AND GROUP R-2, S-1 (APPARATUS ROOM)

CHANGE IN USE: YES___NO X MIXED OCCUPANCY: YES NO_X _

B. SEISMIC DESIGN CATEGORY: D DESIGN AND WINDSPEED: 90 MPH (EXISTING)

C. TYPE OF CONSTRUCTION: II-B

D. OCCUPANT LOAD: NO CHANGE TO EXISTING

R-2: 3,049 SF / 200 PSF GROSS: 16 OCC

S-1: 2,994 SF/ 500 PSF GROSS: 6 OCC

TOTAL OCC: 22

D. FIRE RESISTANCE RATING REQUIREMENTS FOR THE EXTERIOR WALLS BASED ON FIRE SEPARATION

DISTANCE (IN HOURS):

NON-BEARING: NORTH: 0 HOUR SOUTH: 0 HOUR EAST: 0 HOUR WEST: 0 HOUR

BEARING: NORTH: 0 HOUR SOUTH: 0 HOUR EAST: 0 HOUR WEST: 0 HOUR

E. MIXED OCCUPANCIES: YES NON SEPARATED USES: NO

F. SPRINKLERS:

REQUIRED: NO PROVIDED: NO TYPE OF SPRINKLER SYSTEM: NONE

G. NUMBER OF STORIES: 1 BUILDING HEIGHT: 31'-4" FT.

H. ACTUAL AREA PER FLOOR (SQUARE FEET): NO CHANGES TO EXISTING- 6,043 SF

I. TABULAR AREA: NO CHANGES TO EXISTING

J. AREA MODIFICATIONS: NO CHANGES TO EXISTING

a) ALLOWABLE AREA (PER STORY): NO CHANGES TO EXISTING

b) SUM OF THE RATIO CALCULATIONS FOR MIXED OCCUPANCY ACTUAL AREA / ALLOWABLE AREA ≤ 1

c) TOTAL ALLOWABLE AREA FOR: NO CHANGES TO EXISTING

d) UNLIMITED BUILDING AREA: YES __ NO__X__

e) AREA OF REMODEL: 550 SF NO CHANGE IN TOTAL AREA SF

K. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS):

NO CHANGES IN USE, OCCUPANCY, OCCUPANT LOAD AND CONSTRUCTION TYPE

L. MEANS OF EGRESS NO CHANGES TO EXISTING. 2 PROVIDED

M. MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES:

NO CHANGES IN NUMBER OF REQUIRED PLUMBING FACILITIES

EXISTING: 3 WCS, 2 URINALS, 5 LAV, 2 SHOWERS

REQUIRED: 1 PER 10: 3 WCS, 3 LAV. 1 PER 8 FOR SHOWERS: 4.

PROPOSED: 6 SINGLE OCCUPANCY - 6 WCS, 6 LAVS, 6 SHOWERS.

2 TO MEET ADA REQUIREMENTS

NO CHANGES IN USE, OCCUPANCY, OCCUPANT LOAD AND CONSTRUCTION TYPE

EXISTING TO REMAIN, NO CHANGES

FOOTNOTES

IN CASE OF CONFLICT WITH THE U.S. DEPARTMENT OF JUSTICE FEDERAL REGISTERS PARTS I THROUGH V - ADA GUIDELINES AND SPECIFIC REFERENCE TO THE INTERNATIONAL BUILDING CODE ACCESSIBILITY

CHAPTERS, THE MORE RESTRICTIVE REQUIREMENT SHALL GOVERN.

ADDITIONAL CODE INFORMATION SHALL BE PROVIDED AT THE DISCRETION OF THE BUILDING OFFICIAL

FOR COMPLEX BUILDINGS, INCLUDING BUT NOT LIMITED TO:

a) HIGH RISE REQUIREMENTS

b) ATRIUMS

c) PERFORMANCE BASED CRITERIA

d) MEANS OF EGRESS ANALYSIS

e) FIRE ASSEMBLY LOCATOR SHEET

f) EXTERIOR AND INTERIOR ACCESSIBILITY ROUTE

g) FIRE STOPPING, INCLUDING TESTED DESIGN NUMBER

ADA (ADAAG)

ICC/ANSI A117.1

NFPA 101 Life Safety Code (State) NFPA 101 Life Safety Code (Federal)

NO CHANGE IN OCCUPANCY, OCCUPANT LOAD, CONSTRUCTION TYPE, AND EXITING REQUIREMENTS

OF THE EXISTING BUILDING.

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

SCOPE OF WORKVICINITY SHEET INDEX NOTES

CLIENT CONTACT:

CONSULTANTS:BID ALTERNATE

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

UNIFIED FIRE SERVICE AREA

UNIFIED FIRE SERVICE AREA STATION 107 RESTROOM REMODEL

05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

Sheet Number Sheet Name

GENERAL

G100 CODE REVIEW

G101 SPECIFICATIONS

DEMOLITION

D100 DEMOLITION

ARCHITECTURE

AE100 PLANS

AE200 ELEVATIONS + SECTIONS

AE201 WALL SECTIONS/ DETAILS

MECHANICAL

M001 HVAC TITLE SHEET

M002 MECHANICAL SPECIFICATIONS

M101 MAIN LEVEL MECHANICAL HVAC PLAN

M501 MECHANICAL DETAILS AND SCHEDULES

PLUMBING

P001 PLUMBING SHEET

P002 PLUMBING SPECIFICATIONS

P004 MAIN LEVEL PLUMBING PLAN

P501 PLUMBING DETAILS AND SCHEDULES

ELECTRICAL

E001 ELECTRICAL SYMBOL AND NOTES

E002 ELECTRICAL SPECIFICATIONS

ED001 DEMOLITION PLAN - MAIN LEVEL

EL201 LIGHTING PLAN - MAIN LEVEL

EP301 POWER PLAN - MAIN LEVEL

1" = 10'-0"G100

1 MAIN LEVEL CODE

AREA

OF WORK

ELECTRICAL ENGINEER:

RESOLUT GROUP

GOPICHAND PULIVARTHI

PHONE NUMBER: (801) 530-3148

EMAIL: GPULIVARTHI@RESOLUTGROUP.COM

MECHANICAL ENGINEER:

RESOLUT GROUP

SPENCER LANDEEN

PHONE NUMBER: (801) 259-9241

EMAIL: SLANDEEN@RESOLUTGROUP.COM

ALL QUESTIONS TO BE DIRECTED TO OWNER

ADAM L PARK

6305 S 5600 W

WEST JORDAN, UT 84081

EMAIL: ALPARK@UNIFIEDFIREUT.GOV

(801) 243-6625

1. PROVIDE COST FOR TERRAZZO FLOOR IN ALL AREAS, INCLUDING

SHOWER FLOOR AS NOTED ON SPECIFICATION SHEET.

No Description Date

Scale

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

G101

SPECIFICATIONS

UNIFIED FIRE

SERVICE AREA

U N

IF

IE

D F

IR

E

S E

R V

IC

E

A R

E A

S T

A T

IO

N

R E

S T

R O

O M

R E

M O

D E

L

05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

FINISHES AND PRODUCTS:

1. PROVIDE 10% ATTIC STOCK FOR:

A. PAINT

B. ALL AT TILES, NO LESS THAN 1 TILE OF EACH COLOR

2. PROVIDE SAMPLES FOR APPROVAL OF ALL MATERIALS AND FINISHES. OWNER TO REVIEW AND APPROVE PRIOR TO PURCHASE AND INSTALLATION.

3. FIELD VERIFY ALL CONDITIONS TO DETERMINE EXACT DIMENSIONS PRIOR TO FABRICATION.

4. CONTRACTOR SHALL PROPERLY PREPARE SURFACES PER FINISH MATERIAL MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLICATION OF FINISH.

ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES - DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, STARTING WORK SHALL INDICATE APPLICATORS ACCEPTANCE OF SUBSTRATE. REPAIR AND PREPARE

EXISTING SURFACES AS REQUIRED FOR APPLICATION OF SCHEDULED FINISHES.

5. PREPARE FLOOR AREAS AS REQUIRED TO RECEIVE FLOOR FINISHES INCLUDING LEVELING AS REQUIRED TO ACHIEVE A SMOOTH FLOOR. COMPLY

WITH MANUFACTURER'S PRINTED INSTRUCTIONS IN THE INSTALLATION OF ALL FINISHES

6. REMOVE OR PROVIDE SURFACE APPLIED PROTECTION TO HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATE, LIGHT FIXTURES, AND SIMILAR ITEMS IN PLACES WHICH ARE NOT TO BE FINISH-PAINTED. FOLLOWING COMPLETION AND AFTER SURFACES ARE COMPLETELY DRY, REINSTALL REMOVED ITEMS AND/OR REMOVE PROTECTION FROM ITEMS.

CONCRETE:

1. INTERIOR SLABS ON GRADE : FC AT 28 DAYS 4,000 PSI, MAX W/C RATIO .45, MAX AGGREGATE SIZE 1" EXPOSURE CLASSES: F0,SO, CO EXPOSURE CLASSES ARE PER ACI 318, SECTION 19.3.1.1, WHERE F, S AND C ARE EXPOSURE CATEGORIES FOR FREEZING AND THAWING, SULFATE, AND CORROSION PROTECTION OF REINFORCEMENT, RESPECTIVELY. AT ADA SHOWERS DEPRESS SLAB FOR CURBLESS SHOWER. SLOPE ALL SHOWERS TO

DRAIN. COORDINATE WITH ALL FINISHES FOR REQUIREMENTS OF FINISHED CONCRETE.

WOOD, PLASTICS, COMPOSITES

1. PRESSURE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER INTERNATIONAL BUILDING CODE

2. BLOCKING:PROVIDE WOOD BACKING, FURRING, STRIPPING, OR BLOCKING REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER

TRADES INCLUDING BATHROOM ACCESSORIES AND OTHER WALL HUNG ELEMENTS. ALL BLOCKING TO BE FIRE TREATED.

3. MILLWORK: HIGH PRESSURE DECORATIVE LAMINATE ISO 4586-3

A. EXPOSED SURFACES: PLASTIC-LAMINATE GRADE: VGS.

B. EDGES: PVC EDGE BANDING, 3.0 MM THICK, MATCHING LAMINATE IN COLOR, PATTERN, AND FINISH.

C. PATTERN DIRECTION: VERTICALLY FOR DRAWER FRONTS, DOORS, AND FIXED PANELS.

D. SEMIEXPOSED SURFACES: HIGH-PRESSURE DECORATIVE LAMINATE, ISO 4586-3.

E. EDGES OF SHELVES: HIGH PRESSURE DECORATIVE LAMINATE ISO 4586-3

F. FOR SEMIEXPOSED BACKS OF PANELS WITH EXPOSED PLASTIC-LAMINATE SURFACES, PROVIDE SURFACE OF HIGH-PRESSURE DECORATIVE

LAMINATE, ISO 4586-3, GRADE TO MATCH EXPOSED SURFACE.

G. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): ANSI/BHMA A156.9, B01602, 135 DEGREES OF OPENING, SELF-CLOSING. 2 PER DOOR H. COORDINATE WITH CLIENT FOR PREFERENCE FOR HARDWARE FOR USER PROVIDED COMBINATION LOCKS.

SEALANTS:

1. CAULKING AND SEALANT: USE PRIMERS AS REQUIRED BY MANUFACTURER, BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER.

(PECORA, DOW COMPANY SIKA, TREMCO OR SHERWIN WILLIAMS)

2. MILDEW-RESISTANT JOINT SEALANTS SILICONE, MILDEW RESISTANT, ACID CURING, S, NS, 25, NT: MILDEW-RESISTANT, SINGLE-COMPONENT, NONSAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, ACID-CURING SILICONE JOINT SEALANT; ASTM C920, TYPE S, GRADE NS, CLASS 25, USE NT. AT ALL WET LOCATIONS

3. LATEX JOINT SEALANTS ACRYLIC LATEX: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C834, TYPE OP, GRADE NF. AT ALL DOORS, BETWEEN

MASONRY AND GYP AND ALL OTHER LOCATIONS.

4. MISC: CYLINDRICAL SEALANT BACKINGS: ASTM C1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN) TYPE O (OPEN-CELL MATERIAL) TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN) OR ANY OF THE PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING

OPTIMUM SEALANT PERFORMANCE.

5. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT. PROVIDE SELF-ADHESIVE TAPE WHERE

APPLICABLE.

INSULATION:

1. PROVIDE ACOUSTICAL MINERAL WOOL BATT INSULATION IN ALL STUD WALLS FOR SOUND ABSORPTION.

DOORS AND HARDWARE

1. ALL NEW DOORS TO BE 7'-0"X3'-0" HOLLOW METAL PAINTED WITH HIGH PERFOMRANCE PAINT FOR METALS. FRAME COLOR GREY, DOOR COLOR

2. REUSE 2 EXISTING DOORS, REPAINT FRAMES AND DOORS TO MATCH THE EXISTING FRAME AND DOOR COLORS (WHITE) REUSE HARDWARE, PROVIDE

NEW PRIVACY LOCK LEVER FOR ADA BATHROOM 1 AS NOTED BELOW

3. HARDWARE FOR SINGLE USE RESTROOMS (BATHROOM 2-6), INCLUDE ONE LEVER FOR ADA BATHROOM 1:

(3) HINGES,SUPPORT & SWING,626 (SATIN CHROME) BB1279 4.5 X 4.5 HAGER

(1) PRIVACY LOCK,SECURITY & PRIVACY (WITH EXTERIOR VACANT/ OCCUPIED INDICATOR AND CORRIDOR MORTISE LOCK),626 (SATIN CHROME)

SHLAGE L9456P 06A OS-OCC

(1) CLOSER,SELF-CLOSING (FIRE/PRIVACY),626 (SATIN CHROME) 4040XP TBWMS

(1) FLOOR STOP,PROTECTION,626 (SATIN CHROME) ROCKWOOD 440.26D

(3) SILENCERS,NOISE REDUCTION,GREY RUBBER SR64 IVE

STUD WALLS

1. DESIGN FRAMING SYSTEMS IN ACCORDANCE WITH AISI S220, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL FRAMING -

NONSTRUCTURAL MEMBERS,". FRAMING MEMBERS, GENERAL: COMPLY WITH AISI S220 FOR CONDITIONS INDICATED.

A. STEEL SHEET COMPONENTS: COMPLY WITH AISI S220 REQUIREMENTS FOR METAL

B. PROTECTIVE COATING: COMPLY WITH AISI S220; ASTM A653/A653M, G40 (Z120); OR COATING WITH EQUIVALENT CORROSION RESISTANCE.

GALVANNEALED PRODUCTS ARE UNACCEPTABLE.

C. MINIMUM BASE-STEEL THICKNESS: AS REQUIRED BY PERFORMANCE REQUIREMENTS FOR HORIZONTAL DEFLECTION.

2. PROVIDE SLIP TRACKS AT METAL DECK WHERE WALLS GO TO CEILING.

3. USE THE FOLLOWING FRAMING ELEMENTS AS INDICATED IN THE DRAWINGS: STEEL STUDS, HAT CHANNELS, FRAME CEILING WITH STEEL STUDS.

BRACE WALLS TO DECK

GYPSUM BOARD:

1. ALL GYPSUM BOARD TO BE 5/8" TYPE X ASTM C1396/C1396M. FINISH ALL EXPOSED WALLS TO A LEVEL 4. NO TEXTURED WALLS ARE PERMITTED.

2. ALL WALLS TO RECEIVE TILE TO HAVE 5/8" CEMENTITIOUS SHEATHING. ANSI A118.9 AND ASTM C1288 OR ASTM C1325. MOLD RESISTANCE: ASTM D3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D3274.

3. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, U.N.O.

4. EXPOSED GYPSUM BOARD EDGES SHALL HAVE METAL TRIM. PROVIDE CORNER BEADS ALONG FULL LENGTH OF OUTSIDE CORNERS AND J BEADS

ALONG ENDS OF GYPSUM BOARD, U.N.O.. TAPE, SPACKLE AND SAND JOINTS. PARTITIONS SHALL HAVE A SMOOTH FINISHED CONDITION (LEVEL 4)

READY FOR PAINT AND FINISH MATERIAL APPLICATION, U.N.O.

5. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AT

ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, UNLESS OTHERWISE NOTED.

6. CONTRACTOR TO INSTALL ALL CEILING MATERIALS FINISHES AND FIXTURES IN ACCORDANCE WITH SEISMIC REQUIREMENTS BY THE CURRENT CODE

FOR THE JURISDICTION.

PAINT:

APPLICATOR SHALL USE ONE COAT PRIMER COMPATIBLE WITH SUBSTRATE TO BE PAINTED AND WILL APPLY TWO FINISH COATS AS RECOMMENDED BY MANUFACTURER TO MATCH ARCHITECT'S SPECIFIED FINISH. TINT PRIME COAT TOWARD FINAL COLOR. SEALER/PRIMER SHALL BE ROLL APPLIED TO

GYPSUM BOARD

PAINT TYPES:

1. GYPSUM BOARD SUBSTRATES: INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM MPI INT 9.2M:

A. PRIME COAT: PRIMER SEALER, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MPI #149.

B. INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT.

C. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC (MPI GLOSS LEVEL 4), MPI #146.

2. METAL DOORS: URETHANE SYSTEM; WATERBASED: GLOSS FINISH:

A. 1ST COAT: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-1310 SERIES. (5.0-10.0 MILS WET, 1.8-3.6 MILS DRY).

B. 2ND COAT: S-W PRO INDUSTRIAL WATERBASED ACROLON 100 GLOSS, B65-720 SERIES.

C. 3RD COAT: S-W PRO INDUSTRIAL WATERBASED ACROLON 100 GLOSS, B65-720 SERIES. (4.0-8.0 MILS WET, 1.8-3.6 MILS DRY PER COAT).

FINISHES

Finish Location Finish Type WT Manufacturer Product Name/ Number Color/ Finish Size Comments

PAINT

WALLS - ALL EXPOSED

GYP

PAINT P1 Sherwin Williams SW 7013 Ivory Lace Latex eggshell, primer and two finish coats n/a General paint

CEILING PAINT P1 Sherwin Williams SW 7013 Ivory Lace Latex eggshell, primer and two finish coats n/a General paint

PAINT- HIGH PERFORMANCE

HOLLOW METAL DOORS PAINT- HIGH

PERFORMANCE

P2 Sherwin Williams SW 7050 USEFUL GREY SEMI GLOSS

HOLLOW METAL FRAMES PAINT- HIGH

PERFORMANCE

P3 Sherwin Williams SW 7019 GAUNTLET GREY SEMI GLOSS

QUARTZ

WALLS SHOWERS QUARTZ QZ1 WILSONART LORRAINE Q1012 LORRAINE 61"X126" THICKNESS AS RECOMMENDED BY MANUF FOR WALL AND CEILING INSTALLATION

CURB AND PORTAL

(VERTICAL AND SOFFIIT)

QUARTZ QZ2 WILSONART NOVA SERRANA Q4068 NOVA SERRANA 61"X126" THICKNESS AS RECOMMENDED BY MANUF FOR WALL AND CEILING INSTALLATION

TILE

WALLS TILE PT1 DALTILE FIXTURE GLACIER MATTE 24"X24" RUN TILE TO GROUND. Grout color: Mapei, S107 IRON

WALLS WAINSCOT TRIM TILE AT1 DALTILE ARTCRAFTED TIDE AC29 3"X12" Grout color: Mapei, S107 IRON

WALLS WAINSCOT TRIM TILE AT2 DALTILE ARTCRAFTED COTTO AC27 3"X12" Grout color: Mapei, S107 IRON

WALLS WAINSCOT TRIM TILE AT3 DALTILE ARTCRAFTED ALOE AC25 3"X12" Grout color: Mapei, S107 IRON

WALLS WAINSCOT TRIM TILE AT4 DALTILE ARTCRAFTED FERN AC26 3"X12" Grout color: Mapei, S107 IRON

WALLS WAINSCOT TRIM TILE AT5 DALTILE ARTCRAFTED DRIFT AC30 3"X12" Grout color: Mapei, S107 IRON

SHOWER TILE

FLOOR SHOWER TILE CT1 DALTILE VOLUME 6"X6"

CONCRETE TOPPING

FLOOR ALL AREAS BUT

SHOWERS

CONCRETE

TOPPING

CT ARDEX K 520™ Self-Leveling Concrete Topping, EP 2000™ Substrate Preparation Epoxy Primer , MC™ Rapid One-Coat Moisture Control System for Concrete - For Use as a Fast-Track Primer, CG™ Concrete Guard Sealer

GREY CONCRETE LOOK CONITNUOUS PREP AND INSTALL PER MANUFACTURERS RECOMMENDATIONS

TERRAZZO

BID ALTERNATE FLOOR

AT ALL LOCATIONS

INCLUDING SHOWERS

TERRAZZO ST-1 TERROXY Terroxy Thin Set Epoxy Terrazzo (1/4”-3/8” thickness) MATCH OWNERS SAMPLE CONITNUOUS USE ALL PRODUCTS FOR PATCH AND REPAIR, UNDERLAYMENT AS PER MANUFACTURERS INSTRUCTIONS

LOCKERS

MISCELLANEOUS LOCKERS BENCH ULINE Metal legs and wood top, MATCH LAMINATE PER OWNER 3'-0" LONG MOUNTED PER MANUFACTURED RECOMMENDATIONS

MILLWORK LOCKERS

MISCELLANEOUS MILLWORK

LOCKERS

LK CUSTOM LAMINATE WILSON ART 10776-60 KENSINGTONMAPLE MATTE FINISH EE DRAWINGS 2 EUROPEAN HINGES, LOCK LOOP PER OWNERS SAMPLE, TWO DOUBLE HOOKS ON EACH SIDE OF LOCKER

GENERAL ITEMS

1. VERIFY THAT ALL WORK CONFORMS WITH THE GOVERNING BUILDING CODES, AS WELL AS THE REQUIREMENTS AND REGULATIONS

OF THE LOCAL MUNICIPALITY.

a. CONTRACTOR TO CONTACT UTAH DIVISION OF AIR QUALITY BEFORE COMMENCEMENT OF WORK. UTAH DIVISION OF AIR

QUALITY (801) 536-4000

b. CONTRACTOR TO ABIDE BY REQUIREMENTS:

R307-309 FOR DUST CONTROL WWW.RULES.UTAH.GOV/PUBLICAT/CODE/R307/R307-309.HTM#T6

c. R307-801 FOR ASBESTOS CONTROL WWW.RULES.UTAH.GOV/PUBLICAT/CODE/R307/R307-801.HTM

d. R307-309 FOR LEAD CONTROL WWW.RULES.UTAH.GOV/PUBLICAT/C HTM

1. WHERE REQUIRED, THE CONTRACTOR SHALL FILE, OBTAIN AND PAY FEES FOR THE BUILDING DEPARTMENT AND OTHER AGENCY APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, AND FINAL WRITE-OFFS FOR PROJECT COMPLETION. COPIES OF

TRANSACTIONS ARE TO BE FORWARDED TO THE OWNER PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY BY OFFICIALS AS

DESIGNATED BY THE AHJ.

3. WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE DRAWINGS, AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE OWNER. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST

ISSUE PRIOR TO COMMENCING CONSTRUCTION.

4. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS. ANY OMISSIONS OR DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE OWNER AS SOON AS POSSIBLE. REVIEW UNKNOWN CONDITIONS OR CONDITIONS THAT VARY FROM THE CONTRACT DOCUMENTS WITH THE OWNER PRIOR TO THE INSTALLATION OF NEW WORK.

5. IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER ON A PARTICULAR ITEM OR ITEMS, CONTRACTOR SHALL BASE THE PROPOSAL ON THE MOST STRINGENT OF THE CONDITIONS. ITEMS OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE BINDING AS IF

SPECIFIED UNDER ALL APPLICABLE TRADES.

6. DO NOT SCALE DRAWINGS. CLARIFICATION OR INFORMATION REQUIRED BY THE CONTRACTOR WILL BE FURNISHED BY THE OWNER

UPON WRITTEN REQUEST FROM THE CONTRACTOR.

7. IN CASE OF CONFLICT BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS IN LOCATION OF MATERIALS/EQUIPMENT, THE

ARCHITECTURAL DRAWINGS SHALL GOVERN.

PROJECT MANAGEMENT:

1. THE CONTRACTOR SHALL PROVIDE A FULL-TIME SUPERINTENDENT OR REPRESENTATIVE AT THE JOB SITE DURING ALL WORKING

HOURS WHO SHALL SUPERVISE AND DIRECT THE WORK ACCORDING TO THE SPECIFIED QUALITY STANDARDS.

2. CONTRACTOR TO HOLD WEEKLY OWNER/CONTRACTOR MEETINGS. INCLUDE RFIS, SUBMITTALS, CHANGE ORDERS, PAY APPLICATIONS

AND SCHEDULE.

3. DOCUMENT EXISTING CONDITIONS AND PHOTOGRAPH WORK PROGRESS. PHOTOGRAPH UTILITIES AND OTHER CONSTRUCTION

ELEMENTS TO BE COVERED UP, AS A RECORD OF WHAT HAS BEEN BUILT.

4. THE CONTRACTOR SHALL NOT PROCEED WITH WORK WHICH REQUIRES ADDITIONAL COMPENSATION AND EXTENDED TIME BEYOND

THE CONTRACT AMOUNT AND AGREED SCHEDULE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN SUCH

AUTHORIZATION SHALL INVALIDATE A CLAIM FOR EXTRA COMPENSATION.

5. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO OWNER FOR REVIEW AND APPROVAL (IN CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. PRODUCTS MAY ONLY BE SUBSTITUTED IF DISCONTINUED OR NOT AVAILABLE. CONTRACTOR TO PROVIDE ALL INFORMATION ON A SUBSTITUTION THAT PROVES THAT THE

PRODUCT IS EQUAL IN EVERY WAY TO WHAT IS SPECIFIED IN THIS DOCUMENT.

6. WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER POSSIBLE. WORK INVOLVING EXCESSIVE NOISE OR DUST, OR WORK WHICH WOULD OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY AND/OR TENANTS SHALL BE DONE ON AN OVERTIME, NON-REGULAR BUSINESS HOURS BASIS OR AS AGREED TO WITH OWNER OR TENANTS. COORDINATE WITH

OWNER.

7. THE CONTRACTOR SHALL COORDINATE WORK INCLUDING, BUT NOT LIMITED TO, SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES AND USE WITH OWNER.

8. THE CONTRACTOR SHALL APPLY, INSTALL, CONNECT, ERECT, CLEAN AND/OR CONDITION MANUFACTURED ARTICLES, MATERIALS, AND/OR EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF CONFLICT BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL OBTAIN WRITTEN CLARIFICATION FROM THE OWNER BEFORE PROCEEDING.

9. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR THE COORDINATION OF WORK AND FOR THE WORK PERFORMED BY THE SUBCONTRACTORS. THE CONTRACTOR IS RESPONSIBLE FOR

QUALITY CONTROL ENSURING ALL TRADES MEET PROFESSIONAL STANDARDS.

10. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY OTHERS INCLUDING BUT NOT LIMITED TO TELEPHONE, DATA AND 'FURNISHED, AND/OR-INSTALLED, OWNER PROVIDED' ITEMS. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND SHALL DO THE CUTTING, FITTING, AND PATCHING THAT MAY BE REQUIRED TO MAKE THE PARTS OF THE WORK WHICH WILL RECEIVE THE WORK

OF OTHERS COMPLY WITH WHAT IS SHOWN OR REASONABLY IMPLIED BY THE DRAWINGS.

11. GENERAL CONTRACTOR SHALL THOROUGHLY INVESTIGATE EXISTING CONDITIONS AND SHALL COORDINATE ALL WORK WITH OWNER, INCLUDING ABATEMENT OF HAZARDOUS MATERIALS. A HAZ MAT REPORT IS AVAILABLE FOR AREAS THAT REQUIRE ABATEMENT.

12. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID

DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.

13. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE LENGTH OF CONTRACT EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS TO CONFORM TO LOCAL BUILDING CODE REQUIREMENTS, IN OCCUPIED AREAS OF THE BUILDING.

14. WORK AREAS SHALL REMAIN SECURE DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT THE BUILDING PREMISES AND OCCUPANTS ON THE PROJECT SITE FROM DAMAGE OR INJURY RESULTING FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN NECESSARY COVERINGS, BOARDS, TEMPORARY PARTITIONS, AND DOORS AS REQUIRED TO PROTECT EXISTING WORK, MATERIALS, AND FINISHES TO REMAIN AT THE JOB SITE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGES (ATTRIBUTABLE TO CONSTRUCTION OPERATION) AND REPAIRS OR REPLACEMENTS WITHOUT ADDITIONAL CHARGE TO THE PARTY AFFECTED. THE PROJECT AREA WILL BE CONTINUOUSLY OCCUPIED DURING CONSTRUCTION. CARE SHOULD BE TAKEN TO

AVOID UNDUE DISTURBANCE TO TENANTS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SUPPORTING, BRACING AND PROTECTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND/OR MISALIGNMENT IN ACCORDANCE WITH APPLICABLE

CODES, STANDARDS AND GOOD PRACTICE.

16. WORK AND/OR CONSTRUCTION OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. NO LOAD BEARING WALLS, OR PRIMARY STRUCTURE ARE TO BE REMOVED. IF COLUMN, BEAMS OR PROMARY BUILDING STRUCTURES ARE UNCOVERED IN AREAS OF DEMOLITION BRING TO OWNER’S ATTENTION IMMEDIATELY. OWNER TO ENGAGE AN ENGINEER FOR

EVALUATION AND DIRECTIONS TO PROCEED.

17. BEFORE CUTTING, EXAMINE AREAS TO BE CUT. PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE TEMPORARY SUPPORT AS REQUIRED TO SHORE ELEMENTS NEAR BY. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A WAY THAT COULD REDUCE THEIR LOAD CARRYING CAPACITY. DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN VISUAL EVIDENCE OF CUTTING AND PATCHING. SALVAGE, CLEAN AND REINSTALL CUT AND PATCHED EXISTING BUILDING ELEMENTS TO BE REUSED IN THE NEW WORK, AS INDICATED ON THE DRAWINGS. CONTACT BLUE STAKES AND OTHER AUTHORITIES

PRIOR TO CUTTING CONCRETE SLABS OR ANY UNDERGROUND WORK.

CLOSE OUT

1. IMMEDIATELY PRIOR TO THE OWNER'S OCCUPANCY OF ANY PHASE, THE CONTRACTOR SHALL CLEAN SURFACES OF DUST, DEBRIS, LOOSE CONSTRUCTION MATERIAL, EQUIPMENT AND SHALL LEAVE FLOORS VACUUMED AND CLEAN. REMAINING CONSTRUCTION MATERIAL AND EQUIPMENT, IF ANY, SHALL BE MOVED AND TEMPORARILY SECURED IN AN AREA DIRECTED BY THE OWNER.

2. CLOSE OUT WILL INCLUDE WARRANTIES, TRAINING, PUNCH LIST, LIEN RELEASES. CONTRACTOR TO COORDINATE FINAL INSPECTIONS AND OBTAIN A FULL CERTIFICATE OF OCCUPANCY BY THE AHJ. FINAL PAYMENT WILL ONLY OCCUR AFTER ALL PARTS OF THE PROJECT ARE COMPLETED. A ONE YEAR WALK THROUGH WILL BE SCHEDULED TO ENSURE THAT ALL PARTS OF PROJECT ARE INSTALLED AND OPERATING CORRECTLY. CONTRACTOR TO PROVIDE REDLINES TO OWNER FOR RECORD SET INDICATING WHERE

UTILITIES ARE LOCATED.

DRAWING CONVENTIONS

1. REVIEW ALL DOCUMENTS BEFORE COMMENCING WORK.

2. DIMENSIONS MARKED 'CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF FINISHES, CONTRACTOR SHALL NOT

ADJUST DIMENSIONS WITHOUT WRITTEN INSTRUCTION FROM THE OWNER.

3. TYPICAL OR 'TYP' MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNO DETAILS ARE

USUALLY KEYED AND NOTED 'TYP' WHEN THEY FIRST OCCUR.

4. SIMILAR OR 'SIM' MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON

PLANS AND ELEVATIONS.

5. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE TYPICAL FOR SIMILAR CONDITIONS U.N.O

SELECTIVE DEMOLITION:

1. DISPOSAL OF DEMOLISHED MATERIALS

1. DISPOSE MATERIALS IN AN EPA-APPROVED CONSTRUCTION AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. AND RECYCLE OR DISPOSE OF THEM AS NOTED. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE, SALVAGED ITEMS FOR DONATION ARE NOT PERMITTED ON PROJECT SITE.

2. SALVAGE ITEMS FOR REUSE: DOORS AND HARDWARE: BRACE OPEN END OF DOOR FRAMES. EXCEPT FOR REMOVING

DOOR, CLOSERS, LEAVE DOOR HARDWARE ATTACHED TO DOORS.

3. RECYCLING DEMOLITION AND CONSTRUCTION WASTE: RECYCLE PAPER AND BEVERAGE CONTAINERS USED BY ON-SITE WORKERS. RECYCLING INCENTIVES: REVENUES, SAVINGS, REBATES, TAX CREDITS, AND OTHER INCENTIVES RECEIVED FOR RECYCLING WASTE MATERIALS SHALL ACCRUE TO CONTRACTOR. SEPARATE RECYCLABLE WASTE FROM OTHER WASTE MATERIALS, TRASH, AND DEBRIS. SEPARATE RECYCLABLE WASTE BY TYPE AT PROJECT SITE TO THE MAXIMUM EXTENT PRACTICAL. PLACE, GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST.

STORE COMPONENTS OFF THE GROUND AND PROTECT FROM THE WEATHER.

4. MASONRY: DEMOLISH IN SMALL SECTIONS. CUT MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING POWER-

DRIVEN SAW, AND THEN REMOVE MASONRY BETWEEN SAW CUTS. SALVAGE AND REUSE BRICK

5. CONCRETE SLABS-ON-GRADE: SAW-CUT PERIMETER OF AREA, AND THEN BREAK UP AND REMOVE.

6. RECYCLING CONSTRUCTION WASTE PACKAGING INCLUDING CARDBOARD AND BOXES, POLYSTYRENE PACKAGING, PALLETS, CRATES, WOOD MATERIALS, GYPSUM BOARD:

2. DISPOSAL OF WASTE

1. EXCEPT FOR ITEMS OR MATERIALS TO BE SALVAGED OR RECYCLED, REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. EXCEPT AS OTHERWISE SPECIFIED, DO NOT ALLOW WASTE MATERIALS THAT ARE TO BE DISPOSED OF ACCUMULATE ON-SITE.

REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

EXCEPT FOR ITEMS OR MATERIALS TO BE SALVAGED OR RECYCLED, REMOVE WASTE MATERIALS AND LEGALLY DISPOSE OF AT DESIGNATED SPOIL AREAS ON OWNER’S PROPERTY. BURNING: DO NOT BURN WASTE MATERIALS.

TILE

QUARTZ FOR SHOWER WALLS:

1. INSTALL FULL HEIGHT WITH NO SEAMS. ADD SHOWER SHELVES PER MANUF. RECOMMENDATIONS. INSTALL TO CONTENTIOUS BACKER BOARD PER MANUF. RECOMMENDATIONS

SPECIALTY EQUIPMENT:

PROVIDE FIRE TREATED BLOCKING AT ALL LOCATIONS TO RECEIVE WALL OR CEILING MOUNTED ACCESSORIES

BATHROOM ACCESSORIES- MANUFACTURERS BRADLEY CORPORATION, BOBRICK, ASI AMERICAN SPECIALTIES

1. GRAB BAR GB: MOUNTING: FLANGES WITH CONCEALED FASTENERS.

a. MATERIAL: STAINLESS STEEL, 0.05 INCH (1.3 MM) THICK.

b. FINISH: SMOOTH, ASTM A480/A480M NO. 4 FINISH (SATIN).

c. OUTSIDE DIAMETER: 1-1/4 INCHES (32 MM).

d. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS.

2. MIRROR UNIT:

a. FRAME: STAINLESS STEEL ANGLE, 0.05 INCH (1.3 MM) THICK.

b. CORNERS: MANUFACTURER'S STANDARD.

c. SIZE: AS INDICATED ON DRAWINGS.

d. TYPE: INTEGRAL, WELDED, RECESSED CONCEALED MOUNTING.

e. DEPTH: 5 INCHES (127 MM).

3. HOOKS: BRADLEY 9B1- 1100 SINGLE HOOK SERIES ELVARI™ COAT/ROBE HOOK BRUSHED NICKEL FINISH

4. SHOWER CURTAIN ROD AND CURTAIN : MANUFACTURERS: AMERICAN SPECIALTIES, INC. , BOBRICK WASHROOM EQUIPMENT, INC. , BRADLEY CORPORATION.

a. ROD: DESCRIPTION: 1-1/4-INCH- (32-MM-) OD, STRAIGHT ROD.

a. CONFIGURATION: AS INDICATED ON DRAWINGS.

b. MOUNTING FLANGES: CONCEALED FASTENERS; IN MATERIAL AND FINISH MATCHING ROD.

c. ROD MATERIAL AND FINISH: STAINLESS STEEL, ASTM A480/A480M NO. 4 FINISH (SATIN)+

5. CURTAIN SIZE: MINIMUM 6 INCHES (152 MM) WIDER THAN OPENING BY 72 INCHES (1829 MM) HIGH.

a. MATERIAL: VINYL, MINIMUM 0.006 INCH (0.15 MM) THICK, OPAQUE, MATTE.

b. COLOR: WHITE.

c. GROMMETS: CORROSION RESISTANT AT MINIMUM 6 INCHES (152 MM) O.C. THROUGH TOP HEM.

d. SHOWER CURTAIN HOOKS: STAINLESS STEEL, SPRING WIRE CURTAIN HOOKS WITH SNAP FASTENERS, SIZED TO ACCOMMODATE SPECIFIED CURTAIN ROD. PROVIDE ONE HOOK PER CURTAIN

GROMMET.

6. FOLDING SHOWER SEAT: CONFIGURATION: RECTANGULAR SEAT.

a. SEAT: PHENOLIC OR POLYMERIC COMPOSITE OF SLAT-TYPE OR ONE-PIECE CONSTRUCTION IN COLOR AS SELECTED BY ARCHITECT.

b. MOUNTING MECHANISM: STAINLESS STEEL

c. DIMENSIONS: AS SHOWN IN DRAWINGS.

COORDINATE WITH CLIENTS THESE ELEMENTS TO BE OWNER PROVIDED/ INSTALLED BY CONTRACTOR

SOAP DISPENSER: CLAIRO MANUAL DISPENSER BY BETCO

TOILET PAPER HOLDER: COMPACT VERTICAL 2 ROLL TISSUE PAPER 56782 KB BY GEORGIA PACIFIC TOWEL DISPENSER: *WILL REQUIRE POWER ENMOTION IO” AUTOMATED TOUCHLESS PAPER TOWEL DISPENSER 56767A,5679OA BY GEORGIA PACIFIC

BENCH

DEMOLITION LEGEND

TO BE REMOVED

DOOR & FRAME TO BE REMOVED

WINDOWS TO BE REMOVED

EXISTING TO REMAIN

DIFFUSERS TO BE REMOVED

LIGHTS TO BE REMOVED

DEMOLITION NOTES

1. REFERNEC HAZ MAT REPORT BY OWNER FOR ANY AND ALL

ABATEMENT.

2. REMOVE ALL TILE IN AREAS OF REMODEL

3. REMOVE ALL CEILINGS AND CEILING ELEMENTS IN AREA OF

REMODEL

4. SALVAGE DOOR, FRAME AND HARDWARE IN LOCKER ROOM FOR

REUSE.

5. PREPARE DOOR IN FUTURE ROOM BATH ADA 1 TO RECEIVE NEW

LEVER AS SPECIFIED.

6. REMOVE ANY CONCRETE CURBS IN AREA OF REMODEL,

INCLUDING ANY UNDER CMU WALLS.

7. PRIOR TO REMOVING BLOCK FOR NEW OPENING, BRACE CMU

WALLS

8. INFILL BLOCK LOCATION, WHERE DOOR IS REMOVED WITH

SALVAGED BLOCK, PAINT CORRIDOR WALL TO MATCH EXISTING.

DOWEL BLOCK INTO ADJACENT BLOCK AND SUPPORT AT

STRUCTURE

APPROX AREA FOR CONC SLAB TO BE REMOVED

FOR NEW PLUMBING WASTE LINE. OWNER TO

PROVIDE SKETCH OF SEWER APPROX LOCATION.

CONTRACTOR TO SURVEY ACTUAL LOCATION

PRIOR TO COMMENCING WORK

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SALVAGE DOOR HARDWARE AND

FRAME FOR REUSE. INFILL

OPENING WITH BLOCK REMOVED

FOR NEW DOOR LOCATION.

REINFORCE NEW OPENING W/ #4

BARS @ 16” O.C. E.W.

DOWEL TO EXISTING W/ #4 EPOXY

DOWELS X 6” MIN EMBED.

ALL PLUMBING FIXTURES TO BE REMOVED

AND CAPPED AS NECESSARY.

ALL PLUMBING FIXTURES TO BE REMOVED

AND CAPPED AS NECESSARY.

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LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

REFERENCE NEW DOOR FRAME

HEAD FOR LOOSE LINTEL PRIOR

TO CUTTING BLOCK. SALVAGE

BLOCK TO INFILL AREA WHERE

DOOR IS REMOVED.

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REMOVE ALL CEILINGS AND CEILING

ELEMENTS.

REMOVE ANY UNUSED CONDUITS OR

OTHER INFRASTRUCTURE NOT BEING

USED ABOVE CEILING

REMOVE ALL

CEILINGS AND

CEILING

ELEMENTS.

REMOVE ANY

UNUSED

CONDUITS OR

OTHER

INFRASTRUCTURE

NOT BEING USED

ABOVE CEILING

REMOVE ALL LOCKERS AND BASES

REMOVE ALL LOCKERS AND

BASES

K

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REMOVE

EXISTING

SLOPED

MORTAR

Scale

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

NORTH

As indicated

D100

DEMOLITION

UNIFIED FIRE

SERVICE AREA

U N

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IE

D F

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E

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R E

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D E

L

05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

1/4" = 1'-0"D100

1 MAIN LEVEL DEMO

1/4" = 1'-0"D100

2 MAIN LEVEL DEMO

1/8" = 1'-0"D100

3 SLAB DEMO

REMOVE ALL WALL AND FLOOR TILE AND MORTAR

REMOVE ALL LOCKERS AND BASE

REMOVE ALL TILE AND MORTAR,.

NOTE THICK MORTAR BED IN THIS AREA

TO BE REMOVED

REMOVE ALL TILE AND

MORTAR,.NOTE THICK

MORTAR BED IN THIS AREA

TO BE REMOVED

REMOVE ALL WALL AND

FLOOR TILE AND

MORTAR

EXISTING BATHROOM AREA LOOKING EAST, ALL PLUMBING FIXTURES TO BE REMOVED

AND CAPPED AS NECESSARY. REMOVE FLOOR TILE

EXISTING BATHROOM AREA LOOKING EAST, ALL PLUMBING FIXTURES TO BE REMOVED

AND CAPPED AS NECESSARY. REMOVE FLOOR TILE

EXISTING SHOWER AREA, ALL PLUMBING FIXTURES TO BE REMOVED AND CAPPED AS

NECESSARY. REMOVE FLOOR TILE, CURBS LIGHT FIXTURES ETC...

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

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PLAN LEGEND

PLAN NOTES

ARCHITECTURAL NOTES:

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO

COMMENCING WORK

2. CONTRACTOR TO BECOME FAMILIAR WITH ALL

DRAWINGS + EXISTING CONDITIONS, BRING

DISCREPANCIES TO ARCHITECT IN A TIMELY FASHION

PRIOR TO PROCEEDING WITH WORK

3. PROVIDE TEMPORARY DUST PROTECTION @ ALL AREAS

OF CONSTRUCTION.

4. FURNITURE SHOWN FOR LAYOUT PURPOSES ONLY.

5. BATHROOMS 2-5 HAVE SIMILAR/ OPPOSITE ELEVATIONS TO

ELEVATIONS 5, 6,7,8 AE200

ACCENT TILE SCHEDULE:

BATHROOM 2- AT2

BATHROOM 3- AT3

BATHROOM 4- AT4

BATHROOM 5-AT5

WALL TYPES

FINISH SCHEDULE

WALL

P = PAINT

MS= MANUFATURED STONE

PT1= FIELD TILE

AT1= ACCENT TILE

AT2= ACCENT TILE

AT3= ACCENT TILE

AT4= ACCENT TILE

AT5= ACCENT TILE

BASE

PT1= 4" WALL TILE. CUT SCRIBE TO FLOOR

FLOOR

SC = FLOAT FLOOR AS NEEDED

LIGHTLY POLISHED + SEALED CONCRETE

(EXISTING SLAB)

WALL BASE FLOOR

ROOM NAME

ROOM #

EXISTING TO REMAIN

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4' - 0" 23' - 2"

9' - 2"

C L E

A R

5' - 5 7/8" 5' - 7 1/2" 5' - 7 1/2" 5' - 7 1/2"

AE2006

AE200

C L E

A R

9' - 4"

93 SF

CIRCULATION

75 SF

BATH 6 ADA

45 SF

BATH 4

45 SF

BATH 3

46 SF

BATH 2

46 SF

BATH 5

73 SF

BATH 1 ADA

40 SF

LOCKERS

AE200

AE2009

B1

A1

A2

A2 B1

A2

B1

FLOOR DOOR STOP,

TYP. AT ALL NEW

DOORS TYP. 6

B2

B1

B1

A2

B1

B1

B2

B2

A2

B1

C L E

A R

/8 "A2

FROM FACE OF BLOCK

CLEAR

3' - 0"

4' - 5 7/8" 3' - 6" 1' - 9" 1' - 8"

C L E

A R

AE200

1' - 6"

FROM FACE OF BLOCK

FROM

FACE OF

BLOCK

/8

4"

A2

CLEAR

4' - 0"

4 5/8"

4 5/8"

CLEAR

4' - 0"

A2

+/- 7 5/8"

5' - 3 1/32"

TO FACE OF FINISH

1' - 9"

FROM

FACE OF

BLOCK

REUSE

DEMOLISHED BLOCK

AT DOOR INFILL

PAINT TO MATCH

EXIST.

AE201

AE201

2" 2"

FROM FACE OF BLOCK

FROM

FACE OF

BLOCK

AE201

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QUARTZ

7' - 10"

GYP BD

8' - 0"

GYP BD

8' - 0"

GYP BD

8' - 0"

GYP BD

8' - 0"

GYP BD

8' - 0"

GYP BD

8' - 0"GYP BD

8' - 0"

GYP BD

6' - 6 1/2"

QUARTZ

7' - 10"

QUARTZ

7' - 10"

QUARTZ

7' - 10"

QUARTZ

7' - 10"

QUARTZ

7' - 10"

GYP BD

8' - 0"

AE201

AE201

FRAMELESS

ALUMINUM PAINTED

ACCESS PANEL IF

REQUD.

FRAMELESS

ALUMINUM PAINTED

ACCESS PANEL IF

REQUD.

FRAMELESS

ALUMINUM PAINTED

ACCESS PANEL IF

REQUD.

FRAMELESS

ALUMINUM PAINTED

ACCESS PANEL IF

REQUD.

AE201

STC 45

?6" METAL STUD @16" O.C.

SOUND BATT INSULATION

5/8" CEMENTITIOUS BACKER

BOARD AT ALL LOCATIONS TO

RECEIVE TILE, 5/8" TYPE X GYP

BD AT ALL LOCATIONS THAT DO

NOT RECEIVE TILE

STC 45

?3 5/8" METAL STUD @ 16" O.C.

SOUND BATT INSULATION

5/8" CEMENTITIOUS BACKER

BOARD AT ALL LOCATIONS TO

RECEIVE TILE, 5/8" TYPE X GYP

BD AT ALL LOCATIONS THAT DO

NOT RECEIVE TILE

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

7/8" HAT CHANNEL

CEMENTITIOUS BACKER BOARD

AT ALL LOCATIONS TO RECEIVE

TILE, 5/8" TYPE X GYP BD AT ALL

LOCATIONS THAT DO NOT

RECEIVE TILE

CEMENTITIOUS BACKER BOARD

AT ALL LOCATIONS TO RECEIVE

TILE, 5/8" TYPE X GYP BD AT ALL

LOCATIONS THAT DO NOT

RECEIVE TILE

?3 5/8" METAL STUD @ 16" O.C.

SOUND BATT INSULATION

Scale

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

NORTH

As indicated

AE100

PLANS

UNIFIED FIRE

SERVICE AREA

U N

IF

IE

D F

IR

E

S E

R V

IC

E

A R

E A

S T

A T

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05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

1/4" = 1'-0"AE100

1 MAIN LEVEL

1/4" = 1'-0"AE100

2 MAIN LEVEL

1" = 1'-0"

WALL TYPE A1

1" = 1'-0"

WALL TYPE A2

1" = 1'-0"

WALL TYPE B1

1" = 1'-0"

WALL TYPE H4C

1' - 0" 1' - 6" 1' - 6"

2' - 0" 2' - 0"

PT1

QZ1 QZ2

P1

AT2

COAT HOOK,

TYP 3

P1

PT1

PAPER TOWEL

DISPENSER BY

OWNER

INSTALLED BY

CONTRACTOR.

TYP. AT ALL

LOCATIONS

FRAMED

TEMPERED

MIRROR

P1P1

2' - 6"

AT1

PT1

2' - 0" 2' - 0" 2' - 0" 2' - 0" EQ EQ

3'-0"X7'-0"

HM DOOR P2

HM FRAME P3

AT1 AT1

PT1PT1

P1

P1AT1

BUILD UP CURB FOR LOCKERS

FILLER PIECE AT WALL, TYP

AT ALL WALLS, MATCH WOOD

FINISH

CUSTOM

BUILT IN

MILLWORK

PT1

STAINLESS STEEL

KICK PLATE

AT1

AT1

PT1

P1

2' - 6"

FRAMED

TEMPERED

MIRROR

PT1

FILLER PIECE AT WALL, TYP

AT ALL WALLS, MATCH WOOD FINISH

4 7/8" 1 3/4"3/4"

1' - 1 1/2"

3/4"

1' - 1 1/2"

3/4"

1' - 1 1/2"

3/4"

1 1/2"

11 1/4" 1 1/2"

/2

/2

/2

PT1

2' - 0"2' - 0"

2' - 0" 2' - 0"

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

EQEQEQEQEQ

EQEQEQEQEQ

AT1

AT1

PT1 PT1PT1

AT1

PT1PT1

AE201

3'-0"X7'-0"

HM DOOR P2

HM FRAME P3

3'-0"X7'-0"

HM DOOR P2

HM FRAME P3

3'-0"X7'-0"

HM DOOR P2

HM FRAME P3

3'-0"X7'-0"

HM DOOR P2

HM FRAME P3

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

AT1 AT1

STAINLESS STEEL

KICK PLATE

STAINLESS STEEL

KICK PLATE

STAINLESS STEEL

KICK PLATE

STAINLESS STEEL

KICK PLATE

FRAMED

TEMPERED

MIRROR

QZ1

QZ2

PT1

AT2

P1

2' - 0"

TOILET PAPER

DISPENSER BY

OWNER

INSTALLED BY

CONTRACTOR,

TYP. ALL

LOCATIONS

SOAP

DISPENSER BY

OWNER

INSTALLED BY

CONTRACTOR,

TYP. ALL

LOCATIONS

2' - 0"

1' - 0"

6" QUARTZ 1 SHELF INSTALL PER

MANUF. RECOMMENDATIONS

11"

AE201

QZ2

2"

QZ1

QZ2QZ2

"QZ2

SHOWER CURTAIN

AND ROD, TYP. AT

ALL SHOWERS

CONTROLS

LOCATION

2' - 3"

P1

QZ1

PT1

QZ2

FOLDABLE

ADA SEAT

EQ EQ

COAT

HOOKS

FRAMED

TEMPERED

MIRROR

2' - 0"

PROVIDE PVC COVER OVER EXPOSED PIPES

AT4

PT1

GB

3' - 0"6"

2' - 0"

1' - 9" 3"

GB

4" DEEP

QUARTZ 1 SHELF

INSTALL PER

MANUF.

RECOMMENDATIONS

9 1/2"

AT4

PT1

P1

QZ2

2' - 0"

AT4

PT1

P1QZ2QZ1

2' - 0"

1' - 0" 1' - 0"

P1

AT4

PT1

2' - 0"

1' - 1" 3' - 5"

GB

GB

EXIST. DOOR

PAINT FRAME AND

DOOR ON CORRIDOR

SIDE TO MATCH ALL

DOORS IN HALLWAY.

ON INTERIOR SIDE

PAINT FRAME P2 AND

DOOR P3

ALL HARDWARE TO

REMAIN, REPLACE

LEVER PER

SPECIFICATION

QZ1

PT1

AT5

PT1

COAT HOOKS

AT5

P2

AE201

CUSTOM

BUILT

WOOD

LOCKERS

AE201

P1

AT5

PT1

QZ2

SHOWER

CURTAIN AND

ROD, TYP. AT

ALL SHOWERS

P1

PT1

P1

QZ2

QZ2

FRAMED

TEMPERED

MIRROR

2' - 0"

PROVIDE PVC COVER OVER EXPOSED PIPES

FOLDABLE

ADA SEAT

6" 1' - 9"

2' - 3"

3' - 0" 6"

6" DEEP QUARTZ 1

SHELF

INSTALL PER

MANUF.

RECOMMENDATION

S

AT5

PT1

AT5P1

GB

GB

2' - 0"

1' - 1"

AE201

QZ1

4' - 6"

GB

AE201

FOLDABLE ADA

SHOWER SEAT

SHOWER CURTAIN

AND ROD, TYP. AT

ALL SHOWERS

QZ1 QZ1

QZ2

Scale

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

1/2" = 1'-0"

AE200

ELEVATIONS +

SECTIONS

UNIFIED FIRE

SERVICE AREA

U N

IF

IE

D F

IR

E

S E

R V

IC

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A R

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05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

1/2" = 1'-0"AE200

6 BACK WALL ELEVATION

1/2" = 1'-0"AE200

5 DOOR ELEVATION

1/2" = 1'-0"AE200

4 Elevation 1 - b

1/2" = 1'-0"AE200

3 WEST LOCKERS

1/2" = 1'-0"AE200

2 LOCKERS NORTH

1/2" = 1'-0"AE200

1 RESTROOM EAST

1/2" = 1'-0"AE200

8 WET WALL ELEVATION

1/2" = 1'-0"AE200

7 SHOWER ELEVATION

1/2" = 1'-0"AE200

14 BATH 6 ADA EAST

1/2" = 1'-0"AE200

15 BATH 6 ADA SOUTH

1/2" = 1'-0"AE200

16 BATH 6 ADA WEST

1/2" = 1'-0"AE200

17 BATH 6 ADA NORTH

1/2" = 1'-0"AE200

9 BATH 1 ADA NORTH

1/2" = 1'-0"AE200

10 BATH 1 ADA EAST

1/2" = 1'-0"AE200

11 BATH 1 ADA SOUTH

1/2" = 1'-0"AE200

12 BATH 1 ADA WEST

1/2" = 1'-0"AE200

18 BATH 1 ADA SHOWER EAST

1/2" = 1'-0"AE200

13 BATH 1 ADA SHOWER WEST

NOTE: BATHROOMS 2-5

HAVE SIMILAR/ OPPOSITE

ELEVATIONS TO

ELEVATIONS 5, 6,7,8.

ACCENT TILE SCHEDULE:

BATHROOM 2- AT2

BATHROOM 3- AT3

BATHROOM 4- AT4

BATHROOM 5-AT5

PROVIDE PAINTED WOOD BLOCK

THICKNESS OF INSTALLED WALL

TILE TO SUPPORT VERTICAL

CRAB BAR IN LEVEL POSITION.

PAINT BLOCK WALL COLOR.1

/4

GRAB BAR

FIRE TREATED BLOCKING

SCHED. WALL FINISH

SCHEDULED TILE

CONTINUOUS

SEALANT EACH SIDE

HOLLOW METAL FRAME, MATCH

PAINT OF DOORS IN CORRIDOR ON

CORRIDOR SIDE

EXISTING DOOR, REPAINTED.

PAINT P3

CMU WALL, VERIFY

THICKNESS

SCHEDULED INTERIOR

WALL

ALIGN

ACOUSTICAL BATT

INSULATION

CONTINUOUS SEALANT EACH SIDE

HOLLOW METAL FRAME, MATCH

PAINT OF DOORS IN CORRIDOR

DOOR AS

SCHEDULED

HOLLOW METAL

FRAME

5/8" GYPSUM BOARD

ON METAL STUDS

CONTINUOUS SEALANT

EACH SIDE

SCHEDULED TILE

FIRE TREATED BLOCKING SCHEDULED MIRROR

WHERE MIRROR OVERLAPS TILE,

PROVIDE PAINTED WOOD BLOCK

THICKNESS OF INSTALLED WALL

TILE TO SUPPORT MIRROR IN

LEVEL POSITION. PAINT BLOCK

WALL COLOR

SCHEDULED WALL FINISH

CAULK BEAD-MATCH

GROUT COLOR

WALL AS INDICATED ON

PLAN

THINSET LATEX-PORTLAND

CEMENT

MORTAR BOND COAT

SCHEDULED WALL

TILE.

CEMENTITIOUS BACKER BOARD

EXISTING CMU WALL, VERIFY BLOCK IS

GROUTED, IF NOT FULLY GROUT BLOCK

CONTINUOUS SEALANT EACH SIDE

HOLLOW METAL FRAME

GROUTED SOLID

DOOR AS SCHEDULED

STEEL ANGLE LINTEL L 3x3x1/4, EA

SIDE PROVIDE 1" OF BEARING

EACH SIDE OF OPENING 1" PER

FOOT OF OPENING OR 6" MINIMUM.

PAINT HIGH PERFORMANCE PAINT

TO MATCH WALL

STUD WALL AS SCHED

3/16"xCONT STEEL

CLOSURE PLATE

3/16 3-12

1' - 8"

FOLDING

SHOWER SEAT

SHOWER GRAB

BARS

MIN.

5' - 0"

2 1/2"

15"-16".

MAX.

6"

BACK WALL

STANDARD ROLL-IN SHOWER

3' - 0" 3' - 0"

MAX.

15".

MAX.

6".

MAX.

6".

2 1/2"

1' - 4"

CONTROL AREA

BACK WALL

TRANSFER SHOWER

CONTROL WALL

TRANSFER SHOWER

CONTROL

AREA

GRAB BAR

MAX.

4"

MIN.

2' - 6"

SIDE WALL

STANDARD ROLL-IN SHOWER

MAX.

6"

MIN.

2' - 6"

SEAT WALL

STANDARD ROLL-IN SHOWER

2 1/2"

FOLDING

SHOWER

SEAT

3' - 0"

SIDE WALL

TRANSFER SHOWER

FOLDING

SHOWER

SEAT

GRAB BAR

2 1/2"

GLAZING AS

SCHEDULED

5/8" GYPSUM BOARD

CAULK JOINT, EA SIDE

ACOUSTIC BATT INSUL.,

WHERE OCCURS

METAL STUD FRAMING

SHIM AS NEEDED

H.M. WINDOW SYSTEM

CEMENTITUOUS

BACKERBOARD OVER METAL

STUDS

QZ1

LIQUID

WATERPROOFING

MEMBRANE

THICKSET MORTAR

REMOVE CONCRETE AS

NEEDED TO INSTALL DRAIN

FLANGE EDGE DRAIN, SEE

PLUMBING

FLOOR TILE

REMOVE CONCRETE

AS NEEDED TO

TRANSITION

FINISH FLOOR

LIQUID

WATERPROOFING

MEMBRANE

THICKSET MORTAR

LIQUID

WATERPROOFING

MEMBRANE

CEMENT

BACKERBOARD

OVER METAL

STUDS, ADHERE

QUARTZ PER

MANUF.

INSTRUCTIONS

SCHED. QUARTZ LIQUID

WATERPROOFING

MEMBRANE

THICKSET MORTAR

REMOVE CONCRETE AS

NEEDED TO INSTALL DRAIN

FLANGE EDGE LINEAR

DRAIN, SEE PLUMBING

M A

X

JOINT SEALANT

/4

3 5/8" METAL STUD @

16" O.C.

3 5/8" METAL STUD @

16" O.C.

3 5/8" METAL STUD @

16" O.C.

TILE AS SCHED.

TILE AS SCHED.

WOOD LAMINATE

DOOR INSET INTO

FRAME

FIRE TREATED

PLYWOOD FOR

BASE

1"

Scale

829 MENLO AVE

SLC UT, 84102

PH: 8013640503

LIBBY@STUDIOLPARCH.COM

LIBBY HASLAM

LICENSED ARCHITECT

STATE OF UTAH

6648970-0301

EXPIRES 05.31.28

As indicated

AE201

WALL SECTIONS/

DETAILS

UNIFIED FIRE

SERVICE AREA

U N

IF

IE

D F

IR

E

S E

R V

IC

E

A R

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A T

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05.18.2026

6305 S 5600 W, West Jordan, UT 84081

05.18.2026

3" = 1'-0"AE201

5 GRAB BAR DETAIL

3" = 1'-0"AE201

10 HM DOOR JAMB @ CMU W/ FURRING

3" = 1'-0"AE201

4 HM DOOR JAMB @ GYP BD.

3" = 1'-0"AE201

6 MIRROR @ TILE

3" = 1'-0"AE201

7 TILE WAINSCOT/BACKSPLASH

3" = 1'-0"AE201

9 TYP. HM DOOR HEAD @ CMU

3/8" = 1'-0"AE201

11 TYP. MOUNTING HEIGHTS -ICC A117.1-2009

3" = 1'-0"AE201

3 H.M. WINDOW HEAD @ GYP BD.

3" = 1'-0"AE201

1 ROLL IN SHOWER

3" = 1'-0"AE201

2 CURB DETAIL

1 1/2" = 1'-0"AE201

8 LOCKER BASE

NOTE: BATH ADA 1 HAS AN

EXISTING RECESSED SLAB.

FOR BATH ADA 6 PROVIDE

THIN SET MORTAR BED.

M

S

S

M

CO2

CO

H2

HZG

NO2

O2

HS

H

T

TC

TH

TS

KEYNOTE SYMBOL

CONTINUATION SYMBOL

SHEET NUMBER WHERE DETAIL IS PLACED

DETAIL NUMBER ON SHEET

PLAN REVISION NUMBER

GENERAL PLAN SYMBOLS

ROOM NAME / NUMBER

POINT WHERE NEW CONNECTS TO EXISTING

AREA BEING DEMOLISHED

AREA NOT IN CONTRACT

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN THIS SET.THE

SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS.

QUANTITIES SHOWN ON SCHEDULES ARE PROVIDED FOR REFERENCE ONLY AND SHALL NOT BE RELIED UPON

FOR BIDDING OR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL REQUIRED QUANTITIES FROM THE

CONTRACT DRAWINGS AND FIELD CONDITIONS.

EXISTING DUCT TO REMAIN

OVAL DUCT SIZE (WIDTH / HEIGHT)

SQ. DUCT SIZE (WIDTH X HEIGHT)

HVAC SYMBOLS

RECT. SUPPLY DUCT RISE / DROP

ROUND DUCT SIZE (DIAMETER)

DUCT TO BE DEMOLISHED

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

ABBREVIATIONS

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOMESTIC WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

EQUIPMENT ABBREVIATIONS

ROUND SUPPLY DUCT RISE / DROP

RECT. RETURN DUCT RISE / DROP

ROUND RETURN DUCT RISE / DROP

RECT. EXHAUST DUCT RISE / DROP

ROUND EXHAUST DUCT RISE / DROP

POINT WHERE EXISTING IS TO BE DEMOLISHED

24"x12"

24"/12" FO

18"Ø

FLUE

C/A

SA

SA

VA

OA

TA

RA

RLA

EA

GEA

LH

(E)

Room

SUPPLY AIR - LOW PRESSURE

SUPPLY AIR - MEDIUM PRESSURE

VENTILATION AIR

OUTDOOR AIR

RETURN AIR

TRANSFER AIR

RELIEF AIR

GENERAL EXHAUST AIR

GREASE EXHAUST DUCT

LABORATORY HOOD

FLUE GAS VENT

COMBUSTION AIR

ROUND DUCT ELBOW R/W = 1.5

RECTANGULAR DUCT

RADIUS ELBOW

RECTANGULAR DUCT MITERED

ELBOW WITH TURNING VANES

HARD DUCT DIFFUSER CONNECTION

FLEX DUCT DIFFUSER CONNECTION

HIGH EFFECIENCY TAKE-OFF

WITH DAMPER / WITHOUT DAMPER

UNDER FLOOR DUCT

RW

FLEXIBLE DUCT CONNECTION

20"x12" 14"Ø

20"x20" 14"x14"

45°

MANUAL DAMPER

MOTORIZED (ATC) DAMPER

BACKDRAFT DAMPER

SMOKE DAMPER

FIRE DAMPER

COMB. FIRE/ SMOKE DAMPER

DAMPER TYPES

45°

RECT. TO ROUND DUCT TRANSITION

RECT. TO RECT. DUCT TRANSITION

SECTION

TOP = DETAIL NUMBER

BOTTOM = SHEET NUMBER

SAWDUST COLLECTION

DRYER EXHAUST

SC

DE

MECHANICAL PIPING SYMBOLS

EXISTING PIPE TO REMAIN

PIPE TO BE DEMOLISHED

ABOVE GROUND PIPING

NOMINAL PIPE SIZE

BELOW GROUND PIPING

PIPE SLOPE (WHEN APPLICABLE)

MECHANICAL DEVICES

VALVE TYPES

PIPE RISE / DROP

2"

1/8" / 12" SLOPE

(E)

CHWR

CHWS

GCHWR

GCHWS

CD

CWR

CWS

GHWR

GHWS

GWR

GWS

HWR

HWS

NER

NES

G

LP

RFL

RFG

RFD

LPS

LPCR

PC

HPS

HPCR

CHILLED-WATER RETURN

CHILLED-WATER SUPPLY

GLYCOL CHILLED-WATER RETURN

GLYCOL CHILLED-WATER SUPPLY

CONDENSATE DRAIN

CONDENSER-WATER RETURN

CONDENSER-WATER SUPPLY

GLYCOL HEAING-WATER RETURN

GLYCOL HEATING-WATER SUPPLY

GROUND LOOP-WATER RETURN

GROUND LOOP-WATER SUPPLY

HOT-WATER RETURN

HOT-WATER SUPPLY

NET ENERGY LOOP RETURN

NET ENERGY LOOP SUPPLY

NATURAL GAS

LIQUID PROPANE

REFRIGERANT LIQUID

REFRIGERANT GAS

REFRIGERANT DISCHARGE

LOW PRESSURE STEAM

CONDENSAT…