5272 South College Drive, Suite 104

Murray, Utah 84123

Phone: 801.364.9259

Contacts: Selvam Rajavelu

Email: selraj@njraarchitects.com

Project Manager: Tyler Stanger

Email: tylsta@njraarchitects.com

ARCHITECT

NJRA Architects, Inc.

Street Address

City, State Zip

Phone:

Contacts:

Project Manager: Name

Email:

STRUCTURAL ENGINEER

N/A

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

CIVIL ENGINEER

LANDSCAPE ARCHITECT

1134 East Browning Avenue

Salt Lake City, Utah 84105

Phone: (801) 403-9073

Contacts:

Project Manager: Ric Jeddrzeiwski

Email: RicJ@JedrziewskiDesigns.com

FOOD SERVICE

CONSULTANT

Jedrziewski Designs

14 East 2700 South

Salt Lake City, Utah 84115

City, State Zip

Phone: (801) 486-4646

Contacts:

Project Manager: John Eagan

Email: john@op-eng.com

Olsen & Peterson consulting engineers, inc.

181 E 5600 S Suite 200

Murray, UT 84107

Phone:

Contacts:

Project Manager: Drayton Bailey

Email: dbailey@resolutgroup.com

RESOLUT

Street Address

City, State Zip

Phone:

Contacts:

Project Manager: Name

Email:

N/A

Street Address

City, State Zip

Phone:

Contacts:

Project Manager: Name

Email:

N/A

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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Oquirrh Elementary School Jordan School District

7165 South 3285 West West Jordan, UT 84084

G001

Cover Sheet

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

W e st

W e st J o rd a n

U

T

25712.00

Bid Documents January 20, 2026

Bid Documents

Kitchen Remodel

K it c h e n R e m o d e l

DESIGN TEAM

Jordan School District Bid #26KP12

THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE BUILDING OFFICIAL FOR

REVIEW WITH AN ACCOMPANYING LETTER FROM THE ARCHITECT STATING THAT THE

CONTENTS OF THE SUBMITTAL ARE IN CONFORMANCE WITH THE DESIGN. WORK

RELATED TO THE DEFERRED SUBMITTAL IS NOT TO COMMENCE UNTIL THE BUILDING

OFFICIAL HAS APPROVED THE SUBMITTAL.

1. DETAILS AND ENGINEERING CALCULATIONS FOR ALL NONSTRUCTURAL

COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR

SUPPORTS AND ATTACHMENTS. THESE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST

THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05. REFERENCE

IBC SECTION 1613.1. THIS INCLUDES:

- ELECTRICAL SYSTEMS

- MECHANICAL SYSTEMS

- PLUMBING SYSTEMS

- DECORATIVE ARCHITECTURAL COMPONENTS.

2. DETAILS AND ENGINEERING CALCULATIONS FOR THE FIRE SPRINKLER AND FIRE

DETECTION SYSTEMS, WHICH ARE TO BE DESIGN-BUILD BY THE CONTRACTOR TO

COMPLY WITH NFPA 13 AND SHALL INCLUDE:

- FIRE ALARM PLANS (INCLUDING CO DETECTOR LOCATIONS)

- AUTOMATIC FIRE SPRINKLER PLANS

- HOOD FIRE SUPPRESSION

- CLASS 'K' FIRE EXTINGUISHER LOCATION(S)

3. STRUCTURAL TRUSS AND JOIST DESIGNS (AS LISTED IN THE STRUCTURAL DRAWINGS).

SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS REQUIRED.

Approvers Name, Title Date

Approvers Name, Title Date

Approvers Name, Title Date

Approvers Name, Title Date

IMPLEMENTATION OF INTERIM LIFE SAFETY MEASURES (ILSM) IS REQUIRED IN OR

ADJACENT TO ALL CONSTRUCTION AREAS AND THROUGHOUT BUILDINGS WITH

EXISTING LSC DEFICIENCIES. ILSM APPLY TO ALL PERSONNEL, INCLUDING

CONSTRUCTION WORKERS, MUST BE IMPLEMENTED UPON PROJECT DEVELOPMENT,

AND CONTINUOUSLY ENFORCED THROUGH PROJECT COMPLETION. ILSM ARE

INTENDED TO PROVIDE A LEVEL OF LIFE SAFETY COMPARABLE TO THAT DESCRIBED IN

CHAPTERS 1 THROUGH 7, 31 AND THE APPLICABLE OCCUPANCY CHAPTERS OF THE LSC.

EACH ILSM ACTION MUST BE DOCUMENTED THROUGH WRITTEN POLICIES AND

PROCEDURES. EXCEPT AS STATED BELOW, FREQUENCIES FOR INSPECTION, TESTING,

TRAINING, AND ILSM CONSIST OF THE FOLLOWING ACTIONS:

Base Bid:

This project includes the remodel of approximately 1,270 SF of Kitchen and ancillary support spaces for Oquirrh Elementary School. The project base bid includes, but is not limited to, the follow scope of work as indicated in the project documents: Salvage or remove existing food service equipment and relocate salvaged or provide new food service equipment; cut and patch concrete slab on grade as required for new electrical, mechanical, or plumbing utility lines; provide new floor sinks; remove existing finished flooring and provide new finished flooring;

remove existing ceiling systems and provide new ceiling systems; selectively remove existing wall systems and provide new wall systems; provide new wall finishes, remove existing interior architectural millwork and provide new interior architectural millwork; and, any other work indicated in project documents, but not noted in this section.

Add Alternate #01 - New AC-1 System in Storage Room #B19

This base bid scope: The existing HVAC serving Storage Room #B19 remains as is.

The add alternate #01 scope includes: Provid a new AC-1 S split system and hardwired thermostat in Storage Room #B19 as indicated in the project documents.

THIS PROJECT INVOLVES ONLY EQUIPMENT & FINISH REPLACEMENT. EQUIPMENT

REPLACEMENT INCLUDES REPLACING AND RELOCATING KITCHEN FIXTURES AS WELL

AS ELECTRICAL & MECHANICAL WORK REQUIRED TO PREPARE THE SPACE FOR

EQUIPMENT REPLACEMENT. FINISH REPLACEMENT INCLUDES SUCH WORK AS FLOOR

AND CEILING FINISH REPLACEMENT, NEW WALL FINISHES, NEW MILLWORK AND

COUNTERTOPS.

THERE WILL BE NO CHANGE IN OCCUPANCY USE OR OCCUPIABLE SQUARE

FOOTAGE. THIS BUILDING WAS REVIEWED AND PERMITTED IN ITS ENTIRETY AT ITS

ORIGINAL CONSTRUCTION. GIVEN THERE WILL BE NO CHANGE IN OCCUPANCY USE

OR OCCUPIABLE SQUARE FOOTAGE, EXISTING OCCUPANCY LOADS, MEANS OF

EGRESS ELEMENTS, AND PLUMBING COUNTS ARE ASSUMED TO BE SUFFICIENT FOR THIS

WORK.

ICC CODE CYCLE: 2021

NEC CODE CYCLE: 2023

PROJECT LOCATION: OQUIRRH ELEMENTARY SCHOOL, LEVEL 1

OCCUPANCY: E

AREA OF REMODEL: 1,270 SF

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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/2

:2 :0

P

M

G002

General Information

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

W e st

W e st J o rd a n

U

T

25712.00

Bid Documents January 20, 2026

K it c h e n R e m o d e l

DRAWING INDEX

APPROVALS

DEFINITIONS

1. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THE

CONTRACT.

2. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'S

SUBMITTALS, APPLICATIONS, AND REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'S

DUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE CONTRACT.

3. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING

"REQUESTED," "AUTHORIZED," "SELECTED," "REQUIRED," AND "PERMITTED" HAVE THE

SAME MEANING AS "DIRECTED."

4. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN

WRITTEN FORM ON DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACT

DOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND

"SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."

5. "REGULATIONS": LAWS, ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BY

AUTHORITIES HAVING JURISDICTION, AND RULES, CONVENTIONS, AND AGREEMENTS

WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK.

6. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING,

UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

7. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE,

ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR

OPERATIONS AT PROJECT SITE.

8. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

9. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THE

EXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND MAY OR MAY NOT BE

IDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE BUILT.

ABBREVIATIONS

VICINITY MAP

NORTH

SITE

SPECIAL INSPECTIONSDEFERRED SUBMITTALS

GENERAL

G001 Cover Sheet

G002 General Information

G003 General Information

G004 American National Standard Institute Requirements

G005 General Legend & Notes

ARCHITECTURAL

A111 Demolition Floor & Reflected Ceiling Plans - Level 1

A112 Floor & Dimension Plans - Level 1

A113 Reflected Ceiling & Roof Plans - Level 1

A114 Finish Floor Plan - Level 1

A251 Interior Elevations

A501A Wall Types

A502A Wall Details

A502B Wall Details

A503A Ceiling Details

A504A Door & Window Details

A505A Cabinet Legend & Details

A505B Cabinet Details

A505C Cabinet Details

A506A Details

A601A Door Schedule

A602A Window Types

A603A Finish Schedule & Details

MECHANICAL

M111 Mechanical Floor Plan Level 1

M501 Mechanical Schedules & Details

PLUMBING

PD111 Plumbing Demolition Floor Plan Level 1

P111 Plumbing Floor Plan Level 1

P501 Plumbing Schedules & Details

ELECTRICAL

E001 Electrical Title Sheet

E002 Electrical Schedules & Notes

ED111 First Floor Electrical Demolition Plan

E111 First Floor Lighting Plan

E112 First Floor Electrical Plan

E501 Panel Schedules

E601 Electrical Diagrams

E602 Electrical Diagrams

FOOD SERVICE

FS101 Level 1 Food Service Equipment Plan

FS102 Level 1 Food Service Equipment Building Requirement Plan

FS103 Level 1 Food Service Equipment Plumbing Requirement Plan

FS104 Level 1 Food Service Equipment Electrical Requirement Plan

& AND

@ AT

Ø DIAMETER

(E), EXIST. EXISTING

(N) NEW

d PENNY

# POUND OR NUMBER

A

AC ACOUSTIC

ADD ADDENDUM

A/C AIR CONDITIONING

ALT. ALTERNATE

AL ALUMINUM

A.B. ANCHOR BOLT

ARCH ARCHITECT(URAL)

ASP. ASPHALT

B

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

C

CAB'T CABINET

C.I.P. CAST IN PLACE

C.B. CATCH BASIN

CLG. CEILING

CL CENTER LINE

C.T. CERAMIC TILE

CH CHANNEL

C.O. 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

D.P. DAMP PROOFING

D.B. DECK BEARING

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

INTERIM LIFE SAFETY MEASURES

1 ENSURING EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL SHALL

RECEIVE TRAINING IF ALTERNATIVE EXITS MUST BE DESIGNATED. BUILDINGS OR AREAS

UNDER CONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION

WORKERS AT ALL TIMES. MEANS OF EGRESS IN CONSTRUCTION AREAS MUST BE

INSPECTED DAILY.

2 ENSURING FREE AND UNOBSTRUCTED ACCESS TO EMERGENCY DEPARTMENTS/

SERVICES AND FOR EMERGENCY FORCES.

3 ENSURE FIRE ALARM, DETECTION, AND SUPPRESSION SYSTEMS ARE NOT IMPAIRED. A

TEMPORARY, BUT EQUIVALENT, SYSTEM SHALL BE PROVIDED WHEN ANY FIRE SYSTEM IS

IMPAIRED. TEMPORARY SYSTEMS MUST BE INSPECTED AND TESTED MONTHLY.

4 ENSURING TEMPORARY CONSTRUCTION PARTITIONS ARE SMOKE TIGHT AND BUILT OF

NONCOM OR LIMITED COMBUSTIBLE MATERIALS THAT WILL NOT CONTRIBUTE TO THE

DEVELOPMENT OR SPREAD OF FIRE.

5 PROVIDING ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE TRAINING OF

PERSONNEL.

6 PROHIBITING SMOKING IN ACCORDANCE WITH MA.1.3.15 AND IN OR ADJACENT TO

ALL CONSTRUCTION AREAS.

7 DEVELOPING AND ENFORCING STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL

PRACTICES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE

BUILDING TO THE LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS.

8 CONDUCTING A MINIMUM OF TWO FIRE DRILLS PER SHIFT PER QUARTER.

9 INCREASING HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS, AND EQUIPMENT

WITH SPECIAL ATTENTION TO EXCAVATIONS, CONSTRUCTION AREAS CONSTRUCTION

STORAGE, AND FIELD OFFICES.

10 TRAINING PERSONNEL WHEN STRUCTURAL OR COMPARTMENT FEATURES OF FIRE

SAFETY ARE COMPROMISED.

11 CONDUCTING ORGANIZATION WIDE SAFETY EDUCATION PROGRAMS TO ENSURE

AWARENESS OF ANY LSC DEFICIENCIES, CONSTRUCTION HAZARDS, AND THESE ILSM.

PROJECT DESCRIPTION

DWL. DOWEL

DN. DOWN

D.S. DOWN SPOUT

D.W.V. DRAINAGE WASTE VENT

DWG. DRAWING

E

EA. EACH

E.W.C. ELEC. WATER COOLER

EL./ELEC. ELECTRIC

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

F

FT. FEET

FV/F.V. FIELD VERIFY

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

FL. FLASHING

G

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

H

HDW. HARDWARE

HDWD. HARDWOOD

HTR. HEATER

HT. HEIGHT

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

H.W. HOT WATER

HR. HOUR

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J

JAN. JANITOR

JT. JOINT

JST. JOIST

L

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

M

M.B. MACHINE BOLT

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MLDG. MOLDING

MULL. MULLION

N

N.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.R.D. OVERFLOW ROOF DRAIN

O.F.S. OVERFLOW SCUPPER

O.F.C.I. OWNER FURNISHED, CONTRACTOR

INSTALLED

O.F.O.I. OWNER FURNISHED, OWNER INSTALLED

P

PT. PAINT

PTD. PAINTED

PR. PAIR

PNL. PANEL

d PENNY

P.L. PLASTIC LAMINATE

PL. PLATE

PLBG. PLUMBING

P.S.I. POUND PER SQUARE INCH

P.S.F. POUNDS PER SQUARE FOOT

R

RAD. RADIUS

REC. RECOMMENDATION

REG. REGISTER

REQ'D REQUIRED

R.A. RETURN AIR

REV. REVISION

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

RGH. ROUGH

RND. ROUND

S

SCR. SCREW

SECT. SECTION

SEL. SELECT

SHT. SHEET

SIM. SIMILAR

SLDG. SLIDING

SM. SMOOTH

SPEC. SPECIFICATION

SPL. SPLASH

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STRUC. STRUCTURE

S.A. SUPPLY AIR

SUSP. SUSPENDED

SW.BD. SWITCHBOARD

T

TELCO TELEPHONE COMPANY

T.G. TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.D. TOP OF DECK

T.O.P. TOP OF PARAPET

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V. VENT

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.G. VERTICAL GRAIN

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.C.P. VITREOUS CLAY PIPE

W

W.C. WATER CLOSET

W.H. WATER HEATER

W.R. WATER RESISTANT

W.P. WATERPROOF

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

WDW. WINDOW

W/ WITH

W/O WITHOUT

WD. WOOD

CODE COMPLIANCE - EXISTING BUILDING

DRINKING FOUNTAIN

17" - 19"

8"

TO

S

P O

U T

6"

ACCESSIBLE WATER CLOSET @ RESTROOMS

FOR PRESCHOOL

GRAB

BAR

GRAB

BAR

ACCESSIBLE WATER CLOSET @ RESTROOMS

FOR KINDERGARTEN

LINE OF

WALL

GRAB

BAR

GRAB

BAR

LINE OF FLOOR

LINE OF

WALL

LINE OF

WALL

LINE OF FLOOR

NOTE:

VERIFY WITH ARCHITECT FOR FIXTURES THAT SHALL BE USED PREDOMINANTLY BY CHILDREN IN THIS BUILDING. IF FIXTURE MOUNTING

HEIGHT IS NOT INDICATED ON THE INTERIOR ELEVATIONS, VERIFY WITH ARCHITECT.

HAND WASHING SINK

18"

TO

R

E F

LE

C

TI

V E S

U R

F A

C E

6"

Concrete

Earth

Gypsum

Board

Insulation

Rigid

Masonry

Brick

Masonry

Concrete

Block

Finish Wood

StoneSteel

Gravel

Batt

Insulation

Blocking

HATCH PATTERN BELOW INDICATES REPRESENTATION OF BUILDING MATERIALS IN

BUILDING SECTIONS, WALL SECTIONS AND DETAILS.

PAPER

TOWEL

DISPENSER

SOAP

DISPENSER

SANITARY

NAPKIN

DISPOSAL

ACCESSIBLE WATER CLOSET

LINE OF

WALLGRAB

BAR

ACCESSIBLE LAVATORY

18"

M

IN

6" MIN8" MIN

MIN

17"

M

IN

M

IN

LINE OF

WALL NOTE: EXPOSED PIPE

SHALL BE INSULATED (NO

SHARP OR ABRASIVE

SURFACES BELOW

LAVATORY)

ACCESSIBLE

URINAL

LINE OF

WALL

M A

X

15" CLEAR IF SIDEWALL IS LESS THAN 24" DEEP

18" CLEAR IF SIDEWALL IS MORE THAN 24" DEEP

F

LU

S H

H A

N D

LE

M

A X

T O

FIRE

EXTINGUISHER

CABINET

CENTERLINE OF

OPERABLE PARTS

SANITARY NAPKIN

DISPENSER

TOILET SEAT

COVER

DISPENSER

TOILET

PARTITION

URINAL

PARTITION

MIN CLR

30"

U .N

.O

7" 7"

HATCHED AREA

INDICATES AREA

WHERE

PROTRUDING

DISPENSERS BELOW

GRAB CAN BE

LOCATED

LINE OF

WALL

LINE OF

WALL

BABY

CHANGING

STATION

2"

DRINKING FOUNTAINS SIDE VIEW

17" - 19"

8"

TO

S

P O

U T

6"

STANDARD ADA

17" - 19"

8"

TO

S

P O

U T

6"

ACCESSIBLE BENCH SIDE VIEW

(WALL ATTACHED)

20" - 24"

HAND

DRYER

M

IN

M

IN

/2

24" MIN

42" MAX

NURSE CALL

AS OCCURS

LINE OF WALL

LINE OF FLOOR

3" 3"

MED GAS

OUTLETS

LINE OF

WAINSCOT

AS OCCURS

SLIDER

8"

MIRROR

WITH FRAME

MOP RACKFULL LENGTH

MIRROR

MIN.

18"

DRINKING FOUNTAINS

SPOUT

OUTLET

S U

R F A

C E

M A

X

TO

R E F

LE

C

TI

V E

M

IN

M

A X

ACCESSIBLE BENCH SIDE VIEW

(FREE STANDING)

20" - 24"

2 1/2" MAX

LINE OF

WALL

CONTROL

AREA

M

IN

TRANSFER-TYPE SHOWER ELEVATIONS

4" MAX

EQ EQ

3"

15" 15"

"4

M

A X

ACCESSIBLE ROLL-IN TYPE SHOWER ELEVATIONS

(WITH SEAT)

4" MAX

EQ EQ

3"

END WALL BACK WALL END WALLEND WALL BACK WALL END WALL

60"

M

A X

A B

O V

E G

R A

B B

A R

CONTROL

AREA

27"

16"

ACCESSIBLE ROLL-IN TYPE SHOWER ELEVATIONS

(WITHOUT SEAT)

4" MAX

EQ EQ

3"

END WALL BACK WALL END WALL

60"

M

A X

A B

O V

E G

R A

B B

A R

CONTROL

AREA

NURSE CALL

AS OCCURS

NURSE CALL

AS OCCURS

NURSE CALL

AS OCCURS

12"

12"

12"

FOLDING SHOWER SEAT

TO

R

E F

LE

C

TI

V E S

U R

F A

C E

M

A X

A

D A

3' - 5" MAX

39" MIN

3' - 6" MIN

1' - 0" MAX

MIN

2' - 0".

MIN

1' - 0".

3' - 0" MIN

LINE OF FLOOR

GRAB

BAR

LINE OF

WALL

LINE OF

WALL

1'-6".

LINE OF

WALL

LINE OF

WALL

LINE OF

WALL

LINE OF

WALL

LINE OF

WALL

A2022

A252

CLOUD INDICATES

DRAWING

REVISION AREA

ROOM NAME

ROOM NUMBER. LETTER "A" IN THE

ROOM NUMBER DENOTES "AREA A"

IN THE PROJECT. NUMBER "3"

DENOTES "FLOOR LEVEL 3", NUMBER

"24" DENOTES ROOM NUMBERING

SEQUENCE IN THE PROJECT AREA.

SHEET WHERE DRAWN

BUILDING SECTION

EXTERIOR ELEVATION

NUMBER

REVISION NUMBER

INTERIOR ELEVATION

NUMBER

SHEET WHERE DRAWN

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE

DRAWN

0B

CL

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

FINISH SCHEDULE, SHEET

A603A, FOR FLOOR

COVERING AND FINISHES

REQUIRED.

CENTER LINE

0A

DATUM POINT TAG

00.00

KEYED NOTES THAT ARE NOT PROJECT

SPECIFIC AS INDICATED ON GENERIC,

TYPICAL DETAILS.

MATCHLINE

3 A101

FLOOR PLAN MATCHLINE

SECTION TAGS ARE

INDICATED ON

OVERALL DIMENSION

FLOOR PLANS

SECTION TAGS ARE

INDICATED ON

DIMENSION FLOOR

PLANS

TAGS ARE INDICATED ON

OVERALL DIMENSION FLOOR

PLANS AND KEY PLAN

TAGS ARE INDICATED ON

FINISH FLOOR PLANS

WALL TAGS ARE INDICATED ON

DIMENSION FLOOR PLANS. WALL

TYPES ARE INDICATED IN SHEET A501A.

NORTH

A506

A506

A

A1

WATER DRAINAGE DIRECTION

SHOWN ON SITE AND ROOF

PLANS FROM HIGH TO LOW

POINT.

CABINET TYPES ARE

INDICATED ON

INTERIOR ELEVATIONS &

CABINET LEGEND, SHEET

A505A.

DIVISION NOTE

DIVISION #

SHEET NUMBERING SYSTEM

SHEET NUMBER SEQUENCE

A100A

SHEET TYPE

DISCIPLINE

PROJECT AREA

100' - 0"

VERTICAL ELEVATION

SPOT ELEVATION

100' - 0"

LEVEL 1

T.O.W.

HEIGHT ABOVE FINISH FLOOR

DENOTES ROOM AREA

OF 155 SQUARE FEET

A124C

F2

A101

KEYED NOTES THAT ARE PROJECT

SPECIFIC AS INDICATED ON

PLANS, SECTIONS AND

ELEVATIONS

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

FINISH SCHEDULE, SHEET

A603A, FOR WALL BASE

TYPE.

TAGS ARE INDICATED ON

REFLECTED CEILING PLAN.

SEE FINISH SCHEDULE,

SHEET A603A, FOR CEILING

FINISHES REQUIRED.

B1

C3

WINDOWS TAGS ARE

INDICATED ON

DIMENSION FLOOR

PLANS

DOOR TAGS ARE

INDICATED ON

DIMENSION FLOOR PLANS

A101

A101

SHEET WHERE DRAWN

WALL SECTION

SHEET WHERE DRAWN

DETAIL NUMBER

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

SIGN TYPE DETAIL

S2

GRID LINE

GRID TAG

NORTH ARROW

DETAIL TAGS

CEILING HEIGHT TAG

ROOM TAG

GRID REFERENCE LETTER - A,B,C,

ETC. (USED FOR HORIZONTAL

GRID SEQUENCE, TYPICALLY

FROM LEFT TO RIGHT)

SHEET WHERE DRAWN

DETAIL LOCATION NUMBER

THE FIRST LETTER "A" AND

THE FOLLOWING THREE

DIGITS "124" DENOTES

ROOM NUMBER

SUFFIX "C" DENOTES

SEQUENCE OF DOOR

ACCESSING THE ROOM.

GRID REFERENCE

NUMBER - 1,2,3, ETC.

(USED FOR VERTICAL GRID

SEQUENCE, TYPICALLY

FROM TOP TO BOTTOM)

ROOM COUNT DESIGNATION

A324

155 SF

OFFICE-4

O.L. 999

DENOTES OCCUPANT

LOAD IN CODE

COMPLIANCE PLANS.

TAGS ARE INDICATED ON

FINISH FLOOR PLAN &

INTERIOR ELEVATIONS. SEE

FINISH SCHEDULE, SHEET

A603A, FOR FINISHES

REQUIRED.

MS1 MM1 WP1 PL1 WC1

W14

/1 A506A

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

FINISH SCHEDULE, SHEET

A603A, FOR WALL FINISHES

REQUIRED.

W3

B.O.C. BOTTOM OF CEILING

B.O.H. BOTTOM OF HEADER

T.O.W. TOP OF WALL

T.O.C. TOP OF CURB

D.B.E. DECK BEARING ELEVATION

F.F.E. FINISH FLOOR ELEVATION

B.O.V. BOTTOM OF VENEER

T.O.S. TOP OF SIDEWALK

T.O.C. TOP OF CURB

9' - 0" B.O.C.

DENOTES BUILDING

REFERENCE ELEVATION

DENOTES FLOOR LEVEL

BUILDING SECTIONS

WALL SECTIONS

DETAIL TAGS

EXTERIOR ELEVATION TAGS

INTERIOR ELEVATION TAGS

WALL TAG

KEYED NOTES - GENERIC

KEYED NOTES - PROJECT SPECIFIC

REVISION TAG

FLOW ARROW

DOOR TAG

WINDOW TAG

FLOOR FINISH TAG

WALL BASE TAG

WALL FINISH TAG

CEILING FINISH TAG

OTHER FINISH TAG

CABINET TAG

SIGN TAG

DENOTES BUILDING

REFERENCE ELEVATION

AC1

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

/2

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General Information

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

W e st

W e st J o rd a n

U

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25712.00

Bid Documents January 20, 2026

K it c h e n R e m o d e l

LEGEND - MATERIALS GENERAL INFORMATION SYMBOLS & TAGS

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

Typical Mounting Heights of Fixtures Used by Children

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

Typical Mounting Heights

36" MIN CLEAR

4" MAX 26" MIN

M

IN

C

LR

18"

M

IN

AMBULATORY TOILET

COMPARTMENT

36" MIN

60" MIN CLEAR

M

IN

C

LR

16" - 18"

ACCESSIBLE TOILET

COMPARTMENT

ACCESSIBLE

LAVATORY PLAN

U.N.O.

18" TYP.

FINISHED

FACE OF

WALL

MIN

32"

4 1/2" MAX

M

IN

11" MIN

ACCESSIBLE

URINAL PLAN

C

LR

30" CLR

36" MIN CLR

M

IN

C

LR

MIN

12" 3

48"

22"-23"

M A

X

/2

MAX

2 1/2"

15"-16"

18"

ACCESSIBLE SHOWER PLAN

60"

ACCESSIBLE ROLL-IN TYPE

SHOWER PLAN

(WITH SEAT)

6" MAX

17 1/2" MAX

60" MIN CLR

M

IN

C

LR

30" 3"

" 1

M

IN

M A

X

6" MIN.

DRINKING

FOUNTAINS

PLAN VIEW

ACCESSIBLE BENCH PLAN VIEW

30" CLEAR 42" MIN.

C

LE

A

R

BENCH

M A

X

60"

ACCESSIBLE ROLL-IN TYPE

SHOWER PLAN

(WITHOUT SEAT ADAAG)

6" MAX 6" MAX

60" MIN CLR

M A

X

M

IN

C

LR

M A

X 6

M A

X

LINE OF

WAINSCOT

AS OCCURS

CL

2 1/2" MAX

M A

X

/2

15"-16"

GRAB BAR SHALL NOT

EXTEND ABOVE SEAT.

FOLDING SHOWER

SEAT. SEE DETAIL

FOLDING

SHOWER SEAT

SEE DETAIL

MANEUVERING CLEARANCE AT SWINGING DOORS

(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE

FIG. 404.2.4.1

(E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE

FIG. 404.2.4.2

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH

FIG. 404.2.6

TWO DOORS IN A SERIES

(A) (B)

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 405.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

FIG. 604.5.2

REAR WALL GRAB BAR FOR

WATER CLOSET

FIG. 604.7

DISPENSER LOCATION

SIDE

FIG. 604.8.1.1

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS

(B) FLOOR-MOUNTED WATER CLOSET(A) WALL-HUNG WATER CLOSET

FIG. 604.8.3

TOILET COMPARTMENT DOORS

FIG. 606.3

HEIGHT OF LAVATORIES AND SINKS

FIG. 602.5

DRINKING FOUNTAIN SPOUT LOCATION

(A) PARALLEL APPROACH (B) FORWARD APPROACH

FIG. 503.3

PASSENGER LOADING ZONE ACCESS AISLE

BACK WALL

SEAT

WALL

CONTROL

WALL

FIG. 608.3.2

GRAB BARS IN ROLL-IN-TYPE SHOWERS

(C) GRAB BARS IN ROLL-IN-TYPE

SHOWERS

FIG. 608.5

CONTROLS IN TRANSFER-TYPE

SHOWERS

CONTROL

WALL

(A) (B)

BACK

WALL

FIG. 608.6

LOCATION OF SHOWER SPRAY UNIT

FIG. 609.3

SPACING OF GRAB

BARS

FIG. 610.3.1

RECTANGULAR SHOWER

COMPARTMENT SEAT

FIG. 610.3.2

L-SHAPED SHOWER

COMPARTMENT SEAT

FIG. 702.3.3.1

LOCATION OF WALL-MOUNTED APPLIANCES

(A) WALL ALARM (B) WALL ALARM WITH

SMOKE DETECTOR

FLOOR OR GROUND FLOOR OR GROUND

CEILING CEILING

FIG. 702.3.3.2

LOCATION OF CEILING-MOUNTED APPLIANCES

FIG. 702.3.5.1

APPLIANCE SPACING IN CORRIDORS

FIG. 702.3.6.2

APPLIANCE LOCATION IN

SLEEPING ROOMS

(A) ONE BED

(B) TWO BEDS

FIG. 703.2.4.4

CHARACTER HEIGHT

LIBRARY

FIG. 703.2.8

MOUNTING LOCATION AT DOORS

(A) PARALLEL APPROACH

(B) FORWARD APPROACH

FIG. 704.2.1

CLEAR FLOOR OR GROUND

SPACE FOR TELEPHONES

FIG. 705.3.1.1

TRUNCATED DOME SIZE

(A) VERTICAL RISER (B) CURVED NOSING

(C) BEVELED NOSING (D) ANGLED RISER

RADIUS 1/2" MAX. TYP.

30 max.

beveled

FIG. 504.5

STAIR NOSINGS

FIG. 504.2

TREADS AND RISERS FOR

ACCESSIBLE STAIRWAYS

(A) STAIRS (B) RAMPS

FIG. 505.7

HANDRAIL CROSS SECTION

FIG. 505.4

HANDRAIL HEIGHT

FIG. 505.5

HANDRAIL CLEARANCE

(A) CIRCULAR

4"-6 1/4" PERIMETER

FIG. 505.10.1

TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS

FIG. 505.10.2

TOP HANDRAIL EXTENSIONS AT STAIRS

X = TREAD DEPTH

FIG. 505.10.2

BOTTOM HANDRAIL EXTENSIONS AT STAIRS

FIG. 306.3

KNEE CLEARANCE

FIG. 306.2

TOE CLEARANCE

FIG. 403.5.1

CLEAR WIDTH AT TURN

LANDING

AT LEAST AS WIDE AS RAMP RUN

LANDING

(A)

FIG. 405.7

RAMP LANDINGS

LANDING

RAMP RUN RAMP RUN

RAMP

RUN

(B)

(A) HINGED DOOR

(B) SLIDING DOOR

(C) FOLDING DOOR

FIG. 404.2.3

CLEAR WIDTH OF DOORWAYS

FIG. 307.4

REDUCED VERTICAL CLEARANCE

FIG. 407.2.2

ELEVATOR CALL BUTTONS

FIG. 407.2.3.2.1

HEIGHT OF ELEVATOR VISIBLE SIGNALS

FIG. 406.12

ISLANDS

(A) CUT THROUGH AT ISLAND

(B) CURB RAMP AT ISLAND

(A) EXTENDED SURFACE

FIG. 405.9

RAMP EDGE PROTECTION

(B) CURB OR BARRIER

FIG. 406.3

COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS

ADJOINING SURFACE

MAXIMUM SLOPE

CURB RAMP

MAXIMUM SLOPE

(A) (B)

FIG. 406.4

SIDES OF CURB RAMPS

RETURNED CURB

(C)

PLANTING

AREA

PLANTING

AREA

(A) (B)

FIG. 406.11

DIAGONAL CURB RAMPS

(A) FRONT APPROACH, PULL SIDE

FIG. 604.2/604.3.1

WATER CLOSET LOCATION/

SIZE CLEARANCE

FIG. 604.4/604.5.1

HEIGHT OF WATER CLOSET/

SIDE WALL GRAB BAR FOR WATER

CLOSET

FIG. 502.2/502.3

VEHICLE PARKING SPACE/

PARKING SPACE ACCESS AISLE

(B) NON-CIRCULAR (C) NON-CIRCULAR

BUILDING BLOCKS

FIG. 303.2

VERTICAL CHANGES IN LEVEL

FIG. 303.3

BEVELED CHANGES IN LEVEL

FIG. 302.3

OPENINGS IN FLOOR

OR GROUND SURFACES

PROTRUDING OBJECTS

FIG. 307.3

POST-MOUNTED PROTRUDING OBJECTS

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

FIG. 607.4.1

GRAB BARS FOR BATHTUBS

WITH PERMANENT SEATS

(WITH FIG. 607.2 CLEARANCES)

FIG. 607.4.2

GRAB BARS FOR BATHTUBS

WITHOUT PERMANENT SEATS

(WITH FIG. 607.2 CLEARANCES)

FIG. 608.2.2

STANDARD ROLL-IN-TYPE

SHOWER COMPARTMENT

FIG. 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

ACCESS AISLE SERVING

VAN PARKING SPACES

ACCESS AISLE SERVING

CAR PARKING SPACES

LONG DIMENSION

PERPENDICULAR

TO DIRECTION OF TRAVEL

(A) STANDARD ROLL-IN-TYPE

SHOWER

(B) ROLL-IN-TYPE

SHOWER WITH SEAT

FIG. 607.5

LOCATION OF BATHTUB

CONTROLS

FIG. 608.2.1/608.3.1

TRANSFER-TYPE SHOWER

COMPARTMENT WITH GRAB BARS

FLARED SIDES 1:10 MAX. SLOPE FLARED SIDES 1:12 MAX. SLOPE

*36" MIN. WHEN

WALL SPACE

PERMITS

curved

END WALL

DOORS AND DOORWAYS

CLEAR FLOOR SPACE

PLUMBING ELEMENTS AND FACILITIES

TRANSFER

GENERAL SITE AND BUILDING ELEMENTS

X

ACCESSIBLE ROUTES

COMMUNICATION ELEMENTS AND FEATURES

AREA TO BE MARKED

PLANTING

AREA

PLANTING

AREA

AREA TO BE

MARKED

A R

E A

T O

B E M

A R

K E D

CL

CL

CL

CL

CL

CL

M

IN

M A

X

CONTROL

WALL

H E A

D E

N D

W A

LL

F O

O T

E N

D W

A

LL

BACK

WALL

F O

O T

E N

D W

A

LL

H E A

D E

N D

W A

LL

BACK WALL

M

IN

M

IN

MAX.

24"

MIN.

48"

MAX.

24"

48" MIN.

M

IN

M

IN

X

32" MIN.

32" MIN.

32" MIN.

60" MIN. 60" MIN.

60" MIN.

M

IN

12" MIN. 12" MIN.

X

X

36" MIN.

M

IN

48" M

IN

. 48 " M

IN

X

M

IN

42"30"

18"

36" MIN.

48" MIN.

M

IN

60" MIN.

M

IN

M

IN

60" MIN.

36" MIN.

M

A X

15" MAX.

27" MAX. 15"-16"

2 1/2" MAX.

M A

X

/2

M A

X

2 1/2" MAX.

15"-16" 1

22"-23"

/2

M A

X

M

IN

1 1/2".

LENGTH OF TUB 3

M

IN

15"-16"

M

IN

12" MAX. 24" MAX.

M

IN

LENGTH OF TUB 12" MIN.

M

IN

15" MAX.

M

IN

12" MAX.

M

A X

6" MAX. 6" MAX.

M A

X

M A

X

6" MAX.

M A

X

6" MAX. 6" MAX.

M A

X

M

IN

4" MAX.

60" MIN.60" MIN.

M

IN

7"-9"

/2

M

IN

M

A X

M

IN

24" MIN.

36" MIN.

12" MAX. 42" MIN.

54" MIN.

16"-18"

60" MIN.

M

IN

5" MAX. 15" MAX.

3 1/2" MAX.

15' MAX. 50'-100' 50'-100' 15' MAX.

' M

A X

' M A

X

C E

IL

IN

G

H E

IG

H T

16' MAX.

16' MAX.

/8

18" MIN.

M

A X

M

A X

.3

2.35".

/2

M

A X

/4

/2

M A

X

/4

4" MAX.

12" MAX. 12" MAX.

M

A X

36"

36"

M

IN

22"

12" MIN.

22"

24"

12" MIN.

12" MIN.

2 1/4" MAX.1 1/4"-2"

1 13/32" MAX.

96" MIN.

FU

LL

L E N

G

TH

O F

P A

R K

IN

G

S P

A C

E

96" MIN. 60" MIN.

M

IN

20' MIN. 3

" 1 1/2" MIN.

M

A X

24" MAX.

M

A X

10" MAX.

M

A X

20" - 25"

M

A X

M

A X

20" MAX.

M

IN

M

A X

X

M

A X

17" MIN.

M

IN

M

IN

11" MIN.

M

IN

8" MIN.

60" MIN.

M

IN

X

36" MIN.

M

IN

X

48" MIN.

M

IN

30" MIN.

M

IN

12" MIN. 36" MIN. 12" MIN.

M

IN

M

IN

60" MIN.60" MIN.

18" MIN. 12" MIN.

M

IN

36" MIN.

M

IN

42" MIN.

M

IN

M

IN

54" MIN.

M

IN

24" MIN.

24" MIN.

M

IN

48" MIN. 48" MIN.

M

IN

54" MIN.

M

IN

M

IN

24" MIN.

1" MAX.

X

X

M

IN

M A

X

11" MIN.

X

X

X > 12"

X > 12"

REACH RANGES

M

IN

M

IN

M

IN

39"-41"

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

/2

/2

:2 :1

P

M

G004

American National Standard Institute

Requirements

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

W e st

W e st J o rd a n

U

T

25712.00

Bid Documents January 20, 2026

K it c h e n R e m o d e l

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

American National Standard Institute (ICC A117.1 - 2009) Requirements

0 00

/- ---ROOF DRAIN. SEE DETAIL

TAPERED INSULATION CRICKET WITH 1/8" PER

FOOT SLOPE, MINIMUM, ALONG VALLEY

AND 1/4" PER FOOT SLOPE, MINIMUM,

ACROSS CRICKET.

SLOPE DOWN DIRECTION FOR WATER

FLOW TOWARD ROOF DRAINS.

ROOF HATCH SEE DETAIL

AS ROOF STRUCTURE IS LEVEL (FLAT WITH NO

SLOPE) IN THIS AREA, USE TAPERED INSULATION

(1/4" PER FOOT SLOPE) FOR DRAINAGE.

PROVIDE CRICKETS AS REQUIRED ON THE TOP

OF TAPERED INSULATION.

BUILDING COMPONENTS (ROOF DRAINS, HATCH, ETC.) ARE DRAWN AT 1/4" = 1' - 0".

ON PLANS DRAWN AT 1/8" = 1' - 0" SCALE, COMPONENTS SHALL APPEAR HALF THIS

SIZE.

2' X 2' LAY-IN ACOUSTICAL PANEL CEILING.

SEE DETAILS

CEILING HEIGHT ABOVE FINISHED FLOOR

NEW RETURN AIR GRILLE - SEE MECHANICAL

DRAWINGS

9'-0"

BUILDING COMPONENTS (CEILING, LIGHT FIXTURES, ETC) INDICATED BELOW IN

THIS LEGEND ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR

HALF THE SIZE (SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

2' X 4' LAY-IN ACOUSTICAL PANEL CEILING.

SEE DETAILS

SUSPENDED GYPSUM BOARD CEILING OR

SOFFIT SEE DETAILS

NEW SUPPLY AIR GRILLE - SEE MECHANICAL

DRAWINGS

NEW EXHAUST FAN - SEE MECHANICAL

DRAWINGS

NEW 2' X 4' LIGHT FIXTURE - SEE ELECTRICAL

DRAWINGS

,/1 A503A /4 A503A /7 A503A

/10 A503A

,/1 A503A /4 A503A /7 A503A

/10 A503A

/2 A503A /3 A503A

/5 A503A /8 A503A

NEW DOOR IN NEW WALL. SEE DOOR

SCHEDULE.

NEW WINDOW. SEE WINDOW TYPES.

TAGS ARE PLACED ON THE FRONT

SIDE OF WINDOW.

NEW CMU WALL. SEE STRUCTURAL

DRAWINGS FOR MORE

INFORMATION.

NEW CAST-IN-PLACE CONCRETE

WALL. SEE WALL TAGS ON DIMENSION

PLANS FOR MORE INFORMATION.

NEW BRICK MASONRY WALL. SEE

STRUCTURAL DRAWINGS FOR MORE

INFORMATION.

NEW METAL STUD WALL. SEE WALL

TAGS ON DIMENSION PLANS AND

WALL TYPES SHEET A501A FOR MORE

INFORMATION.

NEW PLUMBING FIXTURES

BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND

ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE

(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

A1

A

A101A

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE DEMOLISHED

EXISTING WINDOW TO REMAIN

EXISTING WINDOW TO BE

DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING WALL TO BE DEMOLISHED.

EXISTING PLUMBING

FIXTURES TO REMAIN

EXISTING PLUMBING

FIXTURES TO BE DEMOLISHED

BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND

ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE

(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

BOLLARD

FENCE LINE (CHAIN LINK)

FENCE LINE (ORNAMENTAL)

PROPERTY LINE

LIGHT POLE

FIRE HYDRANT

POWER POLE

CATCH BASIN

CONCRETE SIDEWALK OR

PAVING WITH CONTROL

JOINTS

SITE COMPONENTS (FENCES, HYDRANTS, SIDEWALKS, ETC) INDICATED BELOW IN THIS

LEGEND ARE DRAWN AT 1/16" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE

SIZE (SMALLER) ON PLANS DRAWN AT 1/32" = 1'-0" SCALE.

/4 A505B /5 A505B

/11 A503A

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

/2

/2

:2 :1

P

M

G005

General Legend &

Notes

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

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W e st J o rd a n

U

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25712.00

Bid Documents January 20, 2026

K it c h e n R e m o d e l

GENERAL NOTES - FLOOR & DIM. PLANS

A. REFER TO THE CODE COMPLIANCE PLANS FOR INDICATION OF FIRE RATED WALLS.

B. AT LOCATIONS WITHOUT CEILINGS (ROOM IS OPEN TO STRUCTURE ABOVE), EXTEND

ALL WALLS, SOFFITS, AND HEADERS (INCLUDING ALL STUD FRAMING, GYPSUM

BOARD, INSULATION & CMU, WHERE APPLICABLE) TO THE METAL ROOF DECK

ABOVE.

C. WHEN FLOOR HEIGHT VARIES IN A ROOM, THE CEILING HEIGHT SHOWN IS THE HEIGHT

ABOVE THE FLOOR AT THE ENTRY, UNO.

D. SEE INTERIOR ELEVATIONS FOR TOILET AND BATHROOM ACCESSORIES (GRAB BARS,

MIRRORS, DISPENSERS, ETC.).

E. AT ALL VERTICAL EDGES OF INTERIOR CMU WALLS THAT ARE VISIBLE, USE BULLNOSE

CMU BLOCKS FROM FINISHED FLOOR ELEVATION TO A HEIGHT OF 7'-4".

F. FOR CLARITY SAKE, DIMENSIONS ARE NOT SHOWN AT THE FOLLOWING LOCATIONS:

a. WHERE THE FACE OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"

SUBGRID.

b. WHERE THE CENTER OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"

SUBGRID.

G. VERIFY WITH ARCHITECT FOR DIMENSIONS NOT SHOWN.

H. SEE STRUCTURAL DRAWINGS FOR CMU WALLS, MASONRY COLUMNS, AND MASONRY

BEAMS. SEE BUILDING EXTERIOR ELEVATIONS FOR VENEER TYPES. SEE FINISH SCHEDULE

FOR CMU THAT IS HONED, SCORED, SEALED, PAINTED, ETC.

I. SEE CIVIL, FOOD SERVICE, PLUMBING, AND MECHANICAL DRAWINGS FOR FLOOR

SINKS, FLOOR DRAINS, AND OPENINGS IN FLOOR SLABS AND ROOFS FOR

DUCTWORK, ETC.

J. SEE DOOR AND WINDOW SCHEDULE FOR THE REQUIRED DOOR AND WINDOW

OPENING SIZES

K. SEE FINISH SCHEDULE AND STRUCTURAL DRAWINGS AND PROVIDE RECESS IN

CONCRETE FLOOR SLAB AS REQUIRED TO ACCOMMODATE FLOOR FINISHES.

CONCRETE FLOOR SLAB THAT IS ON GRADE, SHALL BE RECESSED AS REQUIRED, FOR

A THICK SET MORTAR FOR CERAMIC TILE FINISH. SLOPE SHALL BE AT 1/8" PER FOOT

TOWARDS THE FLOOR DRAIN. CONCRETE FLOOR SLAB, THAT IS NOT ON GRADE,

NEED NOT BE RECESSED. IN SUCH LOCATION, USE THIN SET MORTAR FOR CERAMIC

TILE FINISH WITH A GENTLE SLOPE TOWARDS DRAIN.

L. ALL PENETRATIONS (PIPES, CONDUITS, JOISTS, ETC.) THROUGH FIRE RATED BARRIER

WALLS SHALL BE SEALED COMPLETELY WITH FIRE RATED SEALANTS. FILL GAP BETWEEN

FLUTES OF THE METAL DECK AND METAL TRACK TOP RUNNER WITH FIRE RATED

SEALANTS. SEAL TIGHTLY AROUND PIPES, CONDUITS, DUCTS, ETC. THAT PENETRATES

THE FIRE BARRIER WALL WITH FIRE RATED SEALANTS. APPLY SEALANT AS PER

MANUFACTURERS RECOMMENDATIONS WITH ANY ADDITIONAL MATERIAL AS

REQUIRED INSTALLED AROUND PENETRATIONS TO MAINTAIN THE INTEGRITY OF THE

FIRE WALL. SEE MECHANICAL DRAWINGS FOR FIRE AND SMOKE DAMPERS.

M. WALL CABINETS HAVE A DEPTH OF 1'-3" UNLESS NOTED OTHERWISE.

N. ALL MASONRY MORTAR JOINTS LOCATED INSIDE THE BUILDING SHALL BE TOOLED

JOINTS, UNLESS NOTED OTHERWISE. MASONRY JOINTS ON THE BUILDING EXTERIOR

SIDE SHALL BE RAKED JOINTS AS INDICATED IN BUILDING EXTERIOR ELEVATIONS.

O. SEE OVERALL FLOOR PLAN SHEETS FOR ANGLES, PIVOT POINT AND DIMENSIONS

BETWEEN GRID LINES.

P. SEE CODE COMPLIANCE FLOOR PLANS FOR LOCATION OF FIRE BARRIER, NON

RATED WALLS, ETC.

Q. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS.

R. IN SOME PROJECTS, DUE TO THE LARGE BUILDING FOOTPRINT SIZE, FLOOR PLANS ARE

SPLIT AS AREAS A, B, C, ETC. AND EACH AREA IS INDICATED ON SEPARATE SHEETS.

MATCH LINES INDICATE THE BOUNDARIES OF EACH AREA. WHEN CONTRACTORS ARE

PREPARING BID FOR THE PROJECT, COST SHALL INCLUDE ONLY THE BUILDING

ELEMENTS AND ASSOCIATED CONSTRUCTION WORK CALLED OUT WITH KEYED NOTES

IN THE AREA INDICATED ON THE SHEET. KEYED NOTES INDICATED OUTSIDE THE MATCH

LINE IN ADJACENT FLOOR AREAS SHALL NOT BE COUNTED FOR THAT AREA. THIS

AVOIDS DUPLICATION OF BUILDING ELEMENTS AND CONSTRUCTION WORK.

GENERAL NOTES - REFLECTED CEILING PLAN

A. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS IN CEILING. CONTRACTOR

SHALL COORDINATE WITH LIGHT FIXTURES (AS INDICATED IN ELECTRICAL DRAWINGS)

AND MOVE DIFFUSERS AROUND THE LIGHT FIXTURE IF THERE IS ANY CONFLICT

BETWEEN THE TWO.

B. SOME OF THE ITEMS ON CEILING INDICATED IN MECHANICAL AND ELECTRICAL

DRAWINGS, MAY OR MAY NOT BE INDICATED ON ARCHITECTURAL CEILING PLANS.

SEE MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE WITH ARCHITECT

FOR ANY REQUIRED CLARIFICATIONS.

C. CONTRACTOR SHALL NOT HANG CEILING TILES AND LIGHTS FROM DUCTS. FOR

AREAS ABOVE THE CEILING WHERE OVERSIZE DUCTS OCCUR SEE DETAIL .

D. PAINT ALL VISIBLE EXPOSED ITEMS LIKE METAL DECK, STEEL ANGLES, STEEL BEAMS,

STEEL TRUSSES, MISCELLANEOUS EXPOSED STEEL STRUCTURAL COMPONENTS,

HOLLOW METAL DOORS, DOOR FRAMES & WINDOW FRAMES. PAINT EXPOSED

SURFACES (WITH COLORS AND ACCENT COLORS AS SELECTED BY ARCHITECT)

EXCEPT WHERE NATURAL FINISH OR MATERIAL IS SPECIFICALLY NOTED AS A SURFACE

NOT TO BE PAINTED. DO NOT PAINT CONCEALED SURFACES, FINISHED METAL

SURFACES, OPERATING PARTS AND PRE FINISHED ITEMS.

GENERAL NOTES - ROOF PLAN

A. PROVIDE CRICKET ON THE HIGH SIDE OF ROOF AT ALL CURB LOCATIONS FOR

MECHANICAL EQUIPMENT, SKYLIGHT, ROOF HATCH, ETC. WHETHER INDICATED ON

THE ROOF PLAN OR NOT.

B. PROVIDE WEATHERHEAD (GOOSNECK 2" CONDUIT) WHERE CONDUCTORS

PENETRATE ROOF FOR DISCONNECT SWITCHES, POWER OUTLETS, ETC. SECURE

GOOSENECK TO STRUCTURE BELOW.

C. PROVIDE WALKWAY PADS BETWEEN MECHANICAL EQUIPMENT, TO AND FROM ROOF

HATCHES AND OTHER ROOF ACCESS POINTS, AND AROUND MECHANICAL

EQUIPMENT REQUIRING PERIODIC MAINTENANCE.

A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS INCLUDING

UNDERGROUND UTILITIES AND SERVICE LINES, IRRIGATION LINES AND SUB SURFACE

STRUCTURES AND ALL OTHER EXISTING CONSTRUCTION BOTH ABOVE AND BELOW

GRADE.

B. PRIOR TO REMOVAL OF EXISTING BUILDING MATERIALS (INCLUDING WALLS, DOORS,

WINDOWS, CEILING, ETC.) INDICATED IN THE DEMOLITION PLANS, CONTRACTOR SHALL

THOROUGHLY COORDINATE ARCHITECTURAL FLOOR PLANS, CEILING PLANS, FINISH

SCHEDULES AND ALL CONSULTANT DRAWINGS TO DETERMINE EXACT EXTENT OF

REMOVAL.

C. COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING ITEMS SHOWN TO BE

REMOVED THAT WILL BECOME PROPERTY OF THE OWNER. CAREFULLY REMOVE SUCH

ITEMS SO AS NOT TO DAMAGE THEM.

D. IN EXISTING WALLS THAT ARE NOTED TO REMAIN, ANY NAILS, SCREWS, OR OPENINGS

THAT REMAIN AS A RESULT OF EXISTING EQUIPMENT REMOVAL OR WALL REMOVAL

SHALL BE PATCHED WITH SMOOTH, EVEN, INVISIBLE TRANSITION. IN PLACES WHERE THE

EXISTING WALL IS CUT FOR INSTALLATION OF POWER OUTLETS, SWITCH, THERMOSTAT,

ETC. PATCH OPENING IN WALL WITH GYPSUM BOARD. PROVIDE SMOOTH, EVEN,

INVISIBLE TRANSITION BETWEEN NEW AND EXISTING WALL FINISH.

E. THE OWNERS STAFF WILL CONTINUE TO OCCUPY AREAS DIRECTLY ADJACENT TO THE

CONSTRUCTION AREA. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALL

NECESSARY MEASURES TO MINIMIZE DISRUPTION ACTIVITIES CONDUCTED BY THE

OWNERS STAFF. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF

NOISY ACTIVITIES, SHUT-DOWNS, AND ANY OTHER ACTIVITIES WHICH MAY DISRUPT

NORMAL OPERATIONS PRIOR TO PERFORMING THE WORK.

F. ONCE FLOORING DEMOLITION HAS OCCURRED, CLEAN AND PREPARE FLOOR TO

RECEIVE NEW FLOOR COVERINGS. THIS SHALL BE COORDINATED WITH THE FINISH

SCHEDULE AND MANUFACTURER OF NEW PRODUCTS FOR FLOOR PREPARATION

REQUIREMENTS.

G

ITEMS SHOWN ON THESE FLOOR PLANS FOR REMOVAL ARE BUILT-IN ITEMS. EQUIPMENT,

FURNITURE, & OTHER ITEMS EXISTING IN THE SPACE THAT ARE NOT BUILT-IN SHALL BE

REMOVED OR CLEARED TEMPORARILY BY THE OWNER.

GENERAL NOTES - DEMOLITION FLOOR PLAN

LEGEND - ROOF PLANLEGEND - FLOOR & DIMENSION PLANS LEGEND - REFLECTED CEILING PLANLEGEND - SITE PLAN LEGEND - DEMOLITION FLOOR PLAN

A. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARE

SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY

OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS

BEFORE THE INSTALLATION OF MECHANICAL OR ELECTRICAL CONSTRUCTION. ANY

DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS'

DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS

SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER OWN EXPENSE

AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

B. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES

(AMERICANS WITH DISABILITIES ACT).

C. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THIS

WORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED AS

MINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING)

CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE

PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY. COMPLY WITH

REQUIREMENTS OF THE ADOPTED EDITIONS OF THE INTERNATIONAL CODE COUNCIL

CODES, THE CODES AND STANDARDS REFERENCED WITHIN THE ICC CODES AND THE

AMERICANS WITH DISABILITIES ACT.

D. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVE

DEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BE

PROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTION

ZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH

THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF

OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS

INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS

REVIEWED BY THE ARCHITECT.

F. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

G. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITH

THE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OF

INTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,

PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER,

SAW CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THE

OWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT.

H. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEW

CONSTRUCTION OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.

I. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THE

CONTRACTOR SHALL NOT SCALE DRAWINGS.

J. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL

IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT

THE REFERENCE IS REPEATED IN EVERY INSTANCE.

K. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTS

AND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR SUBSTITUTED

MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR, HE/SHE WILL

ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION MODIFICATION

AND/OR ADDITIONAL COSTS ARE REQUIRED.

L. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED IN

THE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.

M. ALL PENETRATIONS INTO SOUND OR FIRE RATED PARTITIONS, FLOORS OR CEILING

ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. REFER

TO IBC CURRENT VERSION FOR REQUIREMENTS FOR OPENINGS IN FIRE RATED WALLS.

FOR OPENINGS LESS THAN 16 SQUARE INCHES, THE SPACE BETWEEN THE WALL AND

ALLOWED PENETRATIONS MUST BE SEALED TO PREVENT THE MOVEMENT OF HOT

FLAME OR GASES. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BE SEALED,

LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OF THE

ASSEMBLY. SEE PENETRATION DETAILS.

N. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THE

ARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.

O. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAIN

INSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT MANUFACTURERS.

P. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURAL

MEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEW

BEAMS, UNISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENT

FIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.

Q. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRE

RETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION. SEE RELEVANT

DETAILS.

R. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OF

GENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.

GENERAL NOTES

GENERAL NOTES - INTERIOR ELEVATIONSGENERAL NOTES - WALL SECTIONS

GENERAL NOTES - DOOR SCHEDULE

A. SEE PROJECT MANUAL FOR DOOR HARDWARE SCHEDULE.

B. SUB-CONTRACTOR UNDER SECTION 'ALUMINUM ENTRANCES AND STOREFRONT',

SHALL PROVIDE ALL THE DOOR HARDWARE FOR ALL ALUMINUM DOORS. SEE DOOR

SCHEDULE FOR ALUMINUM DOORS AND THE REQUIRED HARDWARE.

C. SUB-CONTRACTOR UNDER SECTION 'DOOR HARDWARE', SHALL PROVIDE ALL THE

DOOR HARDWARE FOR ALL THE WOOD AND HOLLOW METAL DOORS. SEE DOOR

SCHEDULE FOR WOOD AND HOLLOW METAL DOORS AND THE REQUIRED

HARDWARE.

D. ALL EXTERIOR DOORS SHALL BE INSULATED.

E. FIELD VERIFY WINDOW AND DOOR FRAME OPENING SIZES BEFORE FRAME

INSTALLATION. OVERALL DIMENSIONS INDICATED FOR EACH FRAME TYPE ARE

ROUGH OPENING SIZES IN WALLS. CONTRACTOR SHALL ADJUST INNER DIMENSIONS

AS REQUIRED TO MAKE DOORS AND WINDOWS WORK.

F. ELECTRICAL DEVICES SUCH AS MAG. LOCKS, CARD READERS AND ALARM SYSTEMS

BEING PART OF THE DOOR FUNCTION ARE INCLUDED AS PART OF THE ELECTRICAL

PLANS AND THE HARDWARE GROUPS. GENERAL CONTRACTOR IS RESPONSIBLE TO

COORDINATE LOCATIONS OF CARD READERS ETC. SHOWN ON ARCHITECTURAL

AND ELECTRICAL DRAWINGS WITH ALL TRADES INVOLVED.

G. COORDINATE DOORS & GATES OUTSIDE BUILDING WITH SITE PLAN.

A. PROVIDE LOCKS FOR CABINETS AS INDICATED ON THE CABINET LEGEND ON SHEET

A505A AND IF INDICATED ON INTERIOR ELEVATIONS.

B. IN ROOMS WHERE CABINETS ARE REQUIRED TO BE LOCKED, PROVIDE LOCKS

OPERABLE WITH SINGLE KEY.

C. FOR TYPICAL MOUNTING HEIGHTS, SEE SHEET G003. FOLLOW THE HEIGHT UNLESS

NOTED OTHERWISE IN INTERIOR ELEVATIONS. VERIFY WITH ARCHITECT FOR ITEMS NOT

INDICATED.

D. CONTRACTOR SHALL VERIFY WITH OWNER FOR OWNER FURNISHED CONTRACTOR

INSTALLED ITEMS AND PROVIDE BACKING IN WALL AS REQUIRED FOR INSTALLATION.

E. INTERIOR ELEVATIONS OF CERTAIN ROOMS ARE NOT DRAWN AND ARE NOTED AS

SIMILAR ELEVATIONS OF ROOMS THAT ARE INDICATED IN THE DRAWINGS.

F. CONTRACTOR SHALL PROVIDE FILLER PANELS (PLASTIC LAMINATE WRAPPED OVER

5/8" PARTICLE BOARD) WHEREVER GAP OCCURS BETWEEN CABINETS AND WALL.

G. SEE FINISH FLOOR PLANS AND FINISH SCHEDULE A603A FOR WALL, CABINET AND

COUNTERTOP FINISHES.

H. SEE SHEET A505A FOR CABINET LEGEND (TYPES B1, W1, T1, ETC.). UNLESS NOTED

OTHERWISE, ALL THE CABINETS AND COUNTERTOPS IN EACH ROOM SHALL BE OF THE

SAME FINISH (PL1, PL2, SS1, ETC.) AS INDICATED ON THE INTERIOR ELEVATION OF

EACH ROOM. WHERE MULTIPLE FINISHES ARE REQUIRED FOR CABINETS, WALLS, ETC.

IN THE ROOM, EACH FINISH IS INDICATED SEPARATELY. CONTACT ARCHITECT FOR

REQUIRED CLARIFICATIONS.

I. COUNTERTOPS ARE TYPICALLY SUPPORTED BY WALLS AND BASE CABINETS. IN PLACES

WHERE COUNTERTOP SPAN EXCEEDS 4’ - 0”, STEEL SUPPORTS SHALL BE PROVIDED AS

INDICATED IN DETAILS AND .

J. AS INDICATED ON INTERIOR ELEVATIONS, WALL CABINETS AT CERTAIN LOCATIONS

MAY REQUIRE A VERTICAL OR A SLOPED FASCIA PANEL.

K. AN ENLARGED FLOOR PLAN HAS BEEN INCLUDED ALONG WITH INTERIOR

ELEVATIONS FOR ROOMS THAT ARE COMPLEX IN DESIGN. SUCH COMPLEX ROOMS

ARE INDICATED ON THE A400 SERIES SHEETS (STARTING WITH SHEET A401). ENLARGED

FLOOR PLANS ARE NOT SHOWN FOR ROOMS THAT ARE SIMPLE IN DESIGN. INTERIOR

ELEVATIONS OF SUCH SIMPLE ROOMS ARE INDICATED ON THE A250 SERIES SHEETS

(STARTING WITH SHEET A251).

L. FOR ALL CABINETS PROVIDE BACKING IN WALL AS PER DETAIL 3/A505B.

A. ALL EXTERIOR WALL FINISHES ARE TO BE 6" ABOVE FINISH GRADE, TYPICAL.

B. SEE WINDOW SCHEDULE FOR WINDOW OPENINGS AND SILL HEIGHT (UNLESS NOTED

ON THE EXTERIOR ELEVATIONS). SEE DOOR SCHEDULE FOR DOOR OPENING SIZES.

C. ALL FINISHES TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS AND PER

SPECIFICATION SECTION IN THE PROJECT MANUAL.

D. SEE FINISH FLOOR PLANS FOR AREAS WHERE HONED CMU BLOCKS ARE INDICATED.

AT THESE AREAS, THE CONTRACTOR HAS THE OPTION OF USING REGULAR BLOCK IN

CONCEALED AREAS AND CEILING SPACES THAT ARE NOT VISIBLE.

E. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON

STRUCTURAL PLANS (TYPICAL).

F. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH

ALL THE CODE REQUIREMENTS, TYPICAL - REFER TO CODE COMPLIANCE PLANS.

G. WOOD MATERIAL UNDER TYPE IIB CONSTRUCTION SHALL BE FIRE-RETARDANT,

PRESSURE-TREATED, TYPICAL, U.N.O.

H. ALL INTERIOR WALLS SHALL BE BUILT FOLLOWING WALL TYPE DETAILS, TYPICAL.

I. IN ROOMS/AREAS WHERE HONED, SCORED OR COLORED C.M.U. BLOCKS ARE

INDICATED FOR WALLS IN THE FINISH SCHEDULE, CONTRACTOR HAS THE OPTION OF

USING REGULAR (LESS EXPENSIVE NATURAL GRAY COLOR) BLOCKS IN CONCEALED

AREAS AND CEILING SPACES THAT ARE NOT VISIBLE. THIS DOES NOT APPLY TO AREAS

THAT CAN CHANGE OVER THE LIFE OF THE BUILDING SUCH AS WALL LOCATED

BEHIND CABINETS, ARTWORK, WHITE BOARD, TACK BOARD, ETC. WHEN OTHER

BLOCKS ARE SUBSTITUTED, THE STRUCTURAL INTEGRITY OF THE BLOCK SHALL REMAIN

THE SAME AS BLOCK INDICATED IN STRUCTURAL DRAWINGS AND SPECIFICATION

SECTION IN THE PROJECT MANUAL.

J. AT INTERIOR MASONRY WALL OUTSIDE CORNERS, PROVIDE BULL NOSE BLOCK.

K. CORE DRILLING WALLS AND SLABS: CONTRACTOR SHALL USE GROUND PENETRATING

RADAR OR OTHER APPROVED METHOD TO SCAN CONCRETE OVER METAL DECK,

CONCRETE SUSPENDED SLABS, MASONRY WALLS, AND CONCRETE WALLS TO

LOCATE REBAR PRIOR TO CORE DRILLING ANY HOLES. HOLES SHALL BE LOCATED TO

AVOID REBAR DETECTED. ALL OPENINGS AND GROUPS OF OPENINGS SHALL BE

REINFORCED AS SHOWN ON THE STRUCTURAL DRAWINGS. OPENINGS NOT SHOWN

ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER

PRIOR TO DRILLING.

FREEZER

EWC

02.02

02.0202.02 02.02

02.01

02.01

02.01

02.01

02.06 02.06

02.1802.18

02.1802.18

02.11

02.06

02.01

02.01

02.07

02.0702.07

02.06

02.10

02.18

02.0802.08

02.3502.35 02.01

02.21

02.22

02.0102.01

02.14

02.56

02.5702.57

02.57

02.57

02.57

02.03

02.03

02.03

02.03

02.53

02.47

02.47

02.48

02.57

02.61

TYP.

02.61

02.61

TYP.

TYP.

02.02

02.51

02.51

02.51

02.51

02.1602.16

02.1602.16

02.16

02.15

02.15

02.15

02.58

02.59

9' - 6"

EXISTING CEILING

02.55

02.55

02.60

02.60

02.62

ON ROOF

02.63

02.63

02.64

02.65

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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/2

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A111

Demolition Floor &

Reflected Ceiling Plans -

Level 1

J o rd a n S c h o o l D is tr ic t

O q u ir rh

E le m e n ta ry S c h o o l

S o u th

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W e st J o rd a n

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25712.00

Bid Documents January 20, 2026

K it c h e n R e m o d e l

KEYED NOTES

GENERAL NOTES

A. SEE SHEET G003 AND G005 FOR SYMBOLS, GENERAL NOTES AND LEGEND.

B. SEE SHEET A505A FOR CABINET LEGEND.

C. SEE SHEET A601A FOR DOOR SCHEDULE.

D. SEE SHEET A602A FOR WINDOW SCHEDULE.

E. SEE SHEET A603A FOR FINISH SCHEDULE AND GENERAL NOTES.

02.01 WALL. EXISTING WALL TO REMAIN. PROTECT WALL FROM DAMAGE DURING

CONSTRUCTION.

02.02 WALL. EXISTING WALL INDICATED WITH DASHED LINE TO BE REMOVED.

02.03 WALL FINISH (WALL COVERING, WALL PROTECTION SHEETS, WAINSCOT,

CORNER GUARDS, ACOUSTICAL PANELS, ETC.). EXISTING TO REMAIN.

PROTECT WALL FINISH FROM DAMAGE DURING CONSTRUCTION.

02.06 DOOR AND DOOR FRAME. EXISTING INDICATED WITH DASHED LINE TO BE

REMOVED. DOOR FRAME TO BE REMOVED UNLESS NOTED OTHERWISE.

02.07 DOOR FRAME. EXISTING TO REMAIN. PROTECT DOOR FRAME FROM DAMAGE

DURING CONSTRUCTION.

02.08 DOOR FRAME. EXISTING INDICATED WITH DASHED LINE TO BE REMOVED.

02.10 WINDOW. EXISTING WINDOW INDICATED WITH DASHED LINE TO BE REMOVED.

02.11 PLUMBING FIXTURE. EXISTING TO REMAIN. PROTECT FIXTURE FROM DAMAGE

DURING CONSTRUCTION.

02.14 CABINET AND COUNTERTOP. EXISTING CABINET AND COUNTERTOP INDICATED

WITH DASHED LINE TO BE REMOVED.

02.15 CEILING. EXISTING TO REMAIN. PROTECT CEILING FROM DAMAGE DURING

CONSTRUCTION.

02.16 CEILING. EXISTING CEILING INDICATED (AS LAY-IN TILES WITH GRID SYSTEM OR

GYPSUM BOARD) IN THIS AREA TO BE REMOVED.

02.18 FLOOR COVERING. EXISTING FLOOR COVERING INDICATED IN THIS AREA TO

BE REMOVED. COORDINATE EXTENT OF REMOVAL WITH FINISH FLOOR PLANS

FOR NEW FLOOR COVERING LOCATIONS AND TRANSITION LINE BETWEEN

EXISTING AND NEW FLOOR COVERINGS.

02.21 TRENCH SUBFLOOR. EXISTING SUBFLOOR INDICATED IN THIS AREA TO BE

TRENCHED AND REPLACED WITH NEW SUBFLOOR TO MATCH EXISTING.

COORDINATE EXTENT OF TRENCHING WITH ELECTRICAL, MECHANICAL, AND

FOOD SERVICE DRAWINGS.

02.22 WALL TILE. EXISTING WALL TILE AND SUBSTRATE INDICATED IN THIS AREA TO BE

REMOVED. RETAIN AND PROTECT EXISTING METAL FRAMING. PREPARE

FRAMING TO RECEIVE NEW TILE SUBSTRATE AND WALL TILE.

02.35 DOORS TO BE REMOVED AND SWAPPED TO ALLOW THE ROTATION OF 180

DEGREES. PROTECT DOOR FROM DAMAGE DURING CONSTRUCTION.

02.47 ELECTRICAL AND FIRE PROTECTION FIXTURES. EXISTING FIXTURES TO BE

RELOCATED. SEE ELECTRICAL DRAWINGS AND COORDINATE.

02.48 WARE WASHING STATION. EXISTING TO REMAIN. PROTECT FROM DAMAGE.

02.51 SAWCUT EXISTING FLOOR AS REQUIRED FOR FLOOR SINK. PROTECT EXISTING

WALLS & EQUIPMENT FROM DAMAGE. FIELD VERIFY. SEE PLUMBING AND

FOOD SERVICE DRAWINGS AND COORDINATE.

02.53 PLUMBING. EXISTING WATER LINES, VALVES, & WASTE LINE TO REMAIN.