8-Daybreak ES Remodel - Drawings Bid Set-260127.pdf

PDF 12 MB Posted Feb 3, 2026

Attached to: IFB - Security Improvements for Daybreak Elementary State and local contract opportunity
Solicitation number: 26DB21
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · Feb 3, 2026

This is a set of construction documents (drawings and specifications) for a school remodel project at Daybreak Elementary in South Jordan, Utah, prepared by NJRA Architects, Inc. in coordination with BHB Structural Engineers and Spectrum Engineers for the Jordan School District. The project scope includes constructing a new wall and exit doors on Level 1 to separate community center space from elementary school space, and providing translucent polycarbonate privacy screens on Level 2 along the running track edge and exercise area in the gymnasium to enhance student privacy. The construction documents set (dated January 27, 2026) comprises architectural floor plans, demolition plans, wall types and details, ceiling details, door schedules, finish schedules, and electrical plans for the remodel work. The documents establish general construction requirements, interim life safety measures (ILSM) to be implemented during construction, coordination protocols among trades, and detailed specifications for wall construction, finishes, doors, windows, and electrical systems.

The construction documents indicate that implementation of interim life safety measures is required in and adjacent to all construction areas, including ensuring exits provide free egress, maintaining access for emergency services, preventing impairment of fire alarm and suppression systems, constructing smoke-tight temporary partitions, conducting fire drills, and providing safety training. The documents require the contractor to verify existing site conditions, coordinate with the owner to minimize disruption to ongoing school operations, and comply with current National Electrical Code (NEC), International Building Code (IBC), and local fire codes. All work must adhere to ADA accessibility guidelines, and the contractor is responsible for proper coordination of mechanical, electrical, and plumbing systems. The electrical work includes fire alarm system design by a NICET-certified technician and coordination of lighting fixtures with architectural ceiling plans.

View the file

Other files for this state and local contract opportunity

Other files attached to IFB - Security Improvements for Daybreak Elementary, newest first.
File	Type	Posted
3-Attachment A - JSD Standard Terms Conditions.pdf	PDF	Feb 3, 2026
4-Attachment E - Student Data Privacy Agreement - 07.pdf	PDF	Feb 3, 2026
7-Daybreak ES Remodel - Project Manual Bid Set-260127.pdf	PDF	Feb 3, 2026
6-26DB21 - IFB -Daybreak Elementary Security Improvements.docx	DOCX document	Feb 3, 2026
2-Attachment B - Boycott Statement - 09.pdf	PDF	Feb 3, 2026
5-Attachment F - URS Post-Retired Verification Form.pdf	PDF	Feb 3, 2026
1-Vendor Information Sheet - 02.26.2025.pdf	PDF	Feb 3, 2026

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

5223 South Ascension Way, Suite 350

Murray, Utah 84123

Phone: 801.364.9259

Contacts:

Project Manager: Tyler Stanger

Email: tylsta@njraarchitects.com

ARCHITECT

NJRA Architects, Inc.

2766 S Main Street

Salt Lake City, UT 84115

Contacts:

Project Manager: Rajeev Surapaneni

Email:

rajeev.surapaneni@bhbengineers.com

STRUCTURAL ENGINEER

BHB Structural Engineers

ELECTRICAL ENGINEER

324 State Street, Suite 400

Salt Lake City, UT 84111

Contacts:

Project Manager: Michael Fackrell

Email: Michael.Fackrell@speceng.com

Spectrum Engineers

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :2

Daybreak Elementary Jordan School District

4544 Harvest Moon Dr.

South Jordan, UT 84095

G001

Cover Sheet

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

Construction Documents

School Remodel

S c h o o l R e m o d e l

DESIGN TEAM

Bid Set - 26DB21

SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS REQUIRED.

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:

THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK:

A. ON LEVEL 1, CONSTRUCT A NEW WALL AND EXIT DOORS TO SEPARATE THE

COMMUNITY CENTER SPACE FROM THE ELEMENTARY SCHOOL SPACE.

B. ON LEVEL 2, PROVIDE A TRANSLUCENT SCREEN (POLYCARBONATE PANEL)

ALONG THE RUNNING TRACK EDGE AND EXERCISE AREA FOR PRIVACY OF

OCCUPANTS (ELEMENTARY SCHOOL STUDENTS) IN THE GYMNASIUM.

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:4 :1

G002

General Information

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l 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 Plan Level 1 - Overall

A113 Floor Plan Level 1 - Gym

A111A Demolition Floor Plan Level 1

A113A Floor Plan Level 1

A116A Reflected Ceiling Plan Level 1 - Area A

A121 Demolition Floor Plan Level 2 - Overall

A123 Floor Plan Level 2 - Track

A501A Wall Types

A502A Wall Details

A502B Wall Details

A503A Ceiling Details

A507A Details

A507B Details

A601A Door Schedule

A603A Finish Schedule & Details

ELECTRICAL

EE001 Electrical Cover Sheet

EE003 Electrical Demolition Plan

EE004 Electrical Plans

EE005 Electrical Details

& AND

@ AT

Ø DIAMETER

(E), EXIST. EXISTING

(N) NEW

d PENNY

# POUND OR NUMBER

AC ACOUSTIC

ADD ADDENDUM

A/C AIR CONDITIONING

ALT. ALTERNATE

AL ALUMINUM

A.B. ANCHOR BOLT

ARCH ARCHITECT(URAL)

ASP. ASPHALT

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

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.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

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

FT. FEET

FV/F.V. FIELD VERIFY

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

FL. FLASHING

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

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

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JT. JOINT

JST. JOIST

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

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.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

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

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

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

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

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.N.O. UNLESS NOTED OTHERWISE

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.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

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"

6" MIN8" MIN

MIN

17"

LINE OF

WALL NOTE: EXPOSED PIPE

SHALL BE INSULATED (NO

SHARP OR ABRASIVE

SURFACES BELOW

LAVATORY)

ACCESSIBLE

URINAL

LINE OF

WALL

M A

15" CLEAR IF SIDEWALL IS LESS THAN 24" DEEP

18" CLEAR IF SIDEWALL IS MORE THAN 24" DEEP

S H

H A

N D

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

7" 7"

HATCHED AREA

INDICATES AREA

WHERE

PROTRUDING

DISPENSERS BELOW

GRAB CAN BE

LOCATED

LINE OF

WALL

LINE OF

WALL

BABY

CHANGING

STATION

DRINKING FOUNTAINS SIDE VIEW

17" - 19"

P O

U T

STANDARD ADA

17" - 19"

P O

U T

ACCESSIBLE BENCH SIDE VIEW

(WALL ATTACHED)

20" - 24"

HAND

DRYER

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

MIRROR

WITH FRAME

MOP RACKFULL LENGTH

MIRROR

MIN.

18"

DRINKING FOUNTAINS

SPOUT

OUTLET

S U

R F A

C E

M A

R E F

V E

A X

ACCESSIBLE BENCH SIDE VIEW

(FREE STANDING)

20" - 24"

2 1/2" MAX

LINE OF

WALL

CONTROL

AREA

TRANSFER-TYPE SHOWER ELEVATIONS

4" MAX

EQ EQ

15" 15"

A X

ACCESSIBLE ROLL-IN TYPE SHOWER ELEVATIONS

(WITH SEAT)

4" MAX

EQ EQ

END WALL BACK WALL END WALLEND WALL BACK WALL END WALL

60"

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

END WALL BACK WALL END WALL

60"

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"

FOLDING SHOWER SEAT

E F

V E S

U R

F A

C E

A X

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

DETAIL NUMBER

SHEET WHERE

DRAWN

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

FINISH SCHEDULE, SHEET

A603A, FOR FLOOR

COVERING AND FINISHES

REQUIRED.

CENTER LINE

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

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

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.

WINDOWS TAGS ARE

INDICATED ON

DIMENSION FLOOR

PLANS

DOOR TAGS ARE

INDICATED ON

DIMENSION FLOOR PLANS

A101

SHEET WHERE DRAWN

WALL SECTION

SHEET WHERE DRAWN

DETAIL NUMBER

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

SIGN TYPE DETAIL

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

TAGS ARE INDICATED ON

FINISH FLOOR PLAN. SEE

FINISH SCHEDULE, SHEET

A603A, FOR WALL FINISHES

REQUIRED.

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

:3 :3

G003

General Information

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

LEGEND - MATERIALS GENERAL INFORMATION SYMBOLS & TAGS

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

Typical Mounting Heights

36" MIN CLEAR

4" MAX 26" MIN

AMBULATORY TOILET

COMPARTMENT

36" MIN

60" MIN CLEAR

ACCESSIBLE TOILET

COMPARTMENT

ACCESSIBLE

LAVATORY PLAN

U.N.O.

18" TYP.

FINISHED

FACE OF

WALL

MIN

32"

4 1/2" MAX

ACCESSIBLE

URINAL PLAN

30" CLR

36" MIN CLR

MIN

12" 3

48"

22"-23"

M A

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

30" 3"

" 1

M A

6" MIN.

DRINKING

FOUNTAINS

PLAN VIEW

ACCESSIBLE BENCH PLAN VIEW

30" CLEAR 42" MIN.

BENCH

M A

60"

ACCESSIBLE ROLL-IN TYPE

SHOWER PLAN

(WITHOUT SEAT ADAAG)

6" MAX 6" MAX

60" MIN CLR

M A

X 6

M A

LINE OF

WAINSCOT

AS OCCURS

2 1/2" MAX

M A

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

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

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

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

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

M A

CONTROL

WALL

H E A

D E

N D

W A

F O

O T

E N

D W

BACK

WALL

F O

O T

E N

D W

H E A

D E

N D

W A

BACK WALL

MAX.

24"

MIN.

48"

MAX.

24"

48" MIN.

32" MIN.

60" MIN. 60" MIN.

60" MIN.

12" MIN. 12" MIN.

36" MIN.

48" M

. 48 " M

42"30"

18"

36" MIN.

48" MIN.

60" MIN.

36" MIN.

A X

15" MAX.

27" MAX. 15"-16"

2 1/2" MAX.

M A

2 1/2" MAX.

15"-16" 1

22"-23"

M A

1 1/2".

LENGTH OF TUB 3

15"-16"

12" MAX. 24" MAX.

LENGTH OF TUB 12" MIN.

15" MAX.

12" MAX.

A X

6" MAX. 6" MAX.

M A

6" MAX.

M A

6" MAX. 6" MAX.

M A

4" MAX.

60" MIN.60" MIN.

7"-9"

A X

24" MIN.

36" MIN.

12" MAX. 42" MIN.

54" MIN.

16"-18"

60" MIN.

5" MAX. 15" MAX.

3 1/2" MAX.

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

' M

A X

' M A

C E

H E

H T

16' MAX.

18" MIN.

A X

2.35".

A X

M A

4" MAX.

12" MAX. 12" MAX.

A X

36"

12" MIN.

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

1 13/32" MAX.

96" MIN.

L E N

O F

P A

R K

S P

A C

96" MIN. 60" MIN.

20' MIN. 3

" 1 1/2" MIN.

A X

24" MAX.

A X

10" MAX.

A X

20" - 25"

A X

20" MAX.

A X

17" MIN.

11" MIN.

8" MIN.

60" MIN.

36" MIN.

48" MIN.

30" MIN.

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

60" MIN.60" MIN.

18" MIN. 12" MIN.

36" MIN.

42" MIN.

54" MIN.

24" MIN.

48" MIN. 48" MIN.

54" MIN.

24" MIN.

1" MAX.

M A

11" MIN.

X > 12"

REACH RANGES

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

:3 :4

G004

American National Standard Institute

Requirements

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

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

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

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.

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.

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :4

G005

General Legend &

Notes

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l 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.

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 - FLOOR & DIMENSION PLANS LEGEND - REFLECTED CEILING PLANLEGEND - 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 - 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.

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :4

A111

Demolition Floor Plan Level 1 - Overall

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEYED NOTES GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

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

Demolition Plan Level 1

144 SF

OFFICE

1,056 SF

CORRIDOR

831 SF

CORRIDOR

749 SF

OPEN

OFFICE

02.09

02.17

02.15

02.18

02.16

02.01

02.09

02.22

02.01

02.64

02.21

02.01

02.64

02.09

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :4

A111A

Demolition Floor Plan

Level 1

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEY PLAN

KEYED NOTES

GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

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

CONSTRUCTION.

02.09 WINDOW. EXISTING WINDOW TO REMAIN. PROTECT WINDOW FROM DAMAGE

DURING CONSTRUCTION.

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.

02.17 FLOOR COVERING. EXISTING TO REMAIN. PROTECT FLOOR COVERING FROM

DAMAGE DURING CONSTRUCTION.

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 REMOVE EXISTING WINDOW. SAWCUT AND REMOVE PORTION OF THE

MASONRY WALL INDICATED WITH DASHED LINES (6' WIDE, ALIGNED WITH

WINDOW OPENING) BELOW THE WINDOW. REMOVE FURRED STUD WALL

BEHIND THE MASONRY WALL THAT IS BEING REMOVED. PATCH AND PAINT

GYPSUM BOARD WALL AFTER NEW DOOR INSTALLATION AS REQUIRED.

02.22 EXISTING WALL INDICATED WITH A DASHED LINE TO BE REMOVED. HEIGHT OF

THE OPENING REQUIRED TO BE DEMOLISHED SHALL MATCH THE NEW CEILING

HEIGHT IN THE NEW CORRIDOR.

02.64 LANDSCAPE. EXISTING LANDSCAPE (DECORATIVE ROCKS, ETC.) TO BE

REMOVED AS REQUIRED FOR NEW CONSTRUCTION. AFTER NEW SIDEWALK

INSTALLATION, PROVIDE DECORATIVE ROCKS AS REQUIRED AROUND THE NEW

SIDEWALK.

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

Demolition Floor Plan Level 1

A113A

749 SF

OPEN

OFFICE

144 SF

OFFICE

1,056 SF

CORRIDOR

831 SF

CORRIDOR

128 SF

CORRIDOR

7,749 SF

GYMNASIUM

TYP.

09.13

TYP.

09.13 09.13

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :5

A113

Floor Plan Level 1 - Gym

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEYED NOTES

09.13 PROVIDE A TRANSLUCENT (OPAQUE) FILM UP TO 7'-0" HIGH ON THE EXISTING

GLAZING IN THE WINDOWS AND DOORS IN THE GYMNASIUM TO ENHANCE

PRIVACY FOR STUDENTS. INSTALL FILM FROM THE CORRIDOR SIDE.

GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

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

Floor Plan Level 1 - Gym

749 SF

OPEN

OFFICE

128 SF

CORRIDOR

A101A

A102A

A102B

R 5

TYP.

09.13

TYP.

09.13 F2

W1B1

26.10

W1 B1

09.39

B1W1

09.39 W1 B1

W1 B1

09.39

W1B1

5' - 2 5/8"

F2 F1

01.01

F2 09.41

09.41

W1B1 B3

W1 B1

09.41

W1B1

F1 B1 W1

09.46

32.05

32.06

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :5

A113A

Floor Plan Level 1

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEY PLAN

KEYED NOTES

GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

01.01 LINE OF TRANSITION BETWEEN DIFFERENT FLOOR FINISHES.

09.13 PROVIDE A TRANSLUCENT (OPAQUE) FILM UP TO 7'-0" HIGH ON THE EXISTING

GLAZING IN THE WINDOWS AND DOORS IN THE GYMNASIUM TO ENHANCE

PRIVACY FOR STUDENTS. INSTALL FILM FROM THE CORRIDOR SIDE.

09.39 PROVIDE NEW GYPSUM BOARD WALL. WALL HEIGHT SHALL BE 10'-0". WALL

SHALL BE CONSTRCTED AS "B6" TYPE WALL INDICATED IN THE WALL TYPES,

SHEET A501A. TOP OF WALL SHALL BE COVERED WITH 5/8" GYPSUM BOARD.

PAINT WALL. CUT AND REMOVE EXISTING CARPET FLOOR COVERING AS

REQUIRED TO INSTALL THE RUNNER TRACK OF WALL FRAMING ON THE

EXISTING CONCRETE FLOOR SLAB ON GRADE.

09.41 ALIGN NEW WALL WITH EXISTING WALL.

09.46 EXTEND WALL TO ALUMINUM FRAME.

26.10 CARD READER. PROVIDE JUNCTION BOX AND CONDUIT IN WALL FOR CARD

READER. SEE PROJECT MANUAL FOR REQUIRED DOOR HARDWARE AND

REQUIRED COORDINATION. SEE ELECTRICAL DRAWINGS.

32.05 CONCRETE SIDEWALK. PRIVIDE 4" THICK CONCRETE SLAB OVER 4" DRAINAGE

GRAVEL. SLOPE SLIDEWALK AT 1/4" PER FOOT AWAY FROM BUILDING FOR

WATER DRAINAGE.

32.06 NEW SIDEWALK SHALL BE FLUSH WITH EXISTING SIDEWALK.

Floor Plan Level 1

749 SF

OPEN

OFFICE

128 SF

CORRIDOR

A507A

9' - 0"

B.O.C

09.39 26.25

21.02

26.11

09.40

09.39

21.02

26.11

09.40

09.39

26.25

09.26

02.15

21.02

TYP.

26.03

09.26

21.02

26.25

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :5

A116A

Reflected Ceiling Plan

Level 1 - Area A

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEY PLAN

KEYED NOTES

GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

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

CONSTRUCTION.

09.26 PATCH EXISTING LAY-IN CEILING IN THIS AREA WITH MATCHING CEILING GRIDS

AND CEILING TILES. ADJUST (MOVE AND/OR RELOCATE) SPRINKLER HEAD

LOCATIONS AS REQUIRED DUE TO THE NEW WALL CONSTRUCTION.

09.39 PROVIDE NEW GYPSUM BOARD WALL. WALL HEIGHT SHALL BE 10'-0". WALL

SHALL BE CONSTRCTED AS "B6" TYPE WALL INDICATED IN THE WALL TYPES,

SHEET A501A. TOP OF WALL SHALL BE COVERED WITH 5/8" GYPSUM BOARD.

PAINT WALL. CUT AND REMOVE EXISTING CARPET FLOOR COVERING AS

REQUIRED TO INSTALL THE RUNNER TRACK OF WALL FRAMING ON THE

EXISTING CONCRETE FLOOR SLAB ON GRADE.

09.40 BRACE. CONSTRUCT BRACE FOR PROVIDING RIGIDITY TO THE TOP OF NEW

WALL THAT WILL BE CONSTRUCTED IN THE EXISTING CORRIDOR. TOP OF BRACE

SHALL BE AT 10'-0" AND BOTTOM OF BRACE SHALL BE AT 8'-0". BRACE SHALL BE

CONSTRUCTED WITH METAL STUD FRAMING SIMILAR TO THE "B6" WALL TYPE.

21.02 EXTEND FIRE PROTECTION SYSTEM (FIRE/SMOKE DETECTOR, FIRE ALARMS,

SPRINKLER LINES AND SPRINKLER HEADS) FROM ADJACENT BUILDING AREAS

TO THIS NEW ROOM (OR CORRIDOR WHERE OCCURS). PROVIDE SPRINKLER

SYSTEM AS INDICATED IN KEYED NOTE #09.26 IN ADJACENT AREAS.

26.03 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS.

26.11 LIGHT FIXTURE, SCONCE TYPE. SEE ELECTRICAL DRAWINGS.

26.25 LIGHT FIXTURE INDICATING "EXIT". SEE ELECTRICAL DRAWINGS.

Reflected Ceiling Plan Level 1 - Area A

25°

18°

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :0

A121

Demolition Floor Plan Level 2 - Overall

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

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

Demolition Floor Plan Level 2 - Overall

KEYED NOTES GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

25°

18°

A507A

A507A 1

R 14' - 0"

A507A

6'-3" HIGH PRIVACY SCREEN

STARTS FROM HERE

6'-3" HIGH PRIVACY SCREEN

R 14' - 0"

A507A

Sim

8'-3" HIGH PRIVACY SCREEN

6'-3" HIGH PRIVACY SCREEN

8'-3" HIGH PRIVACY SCREEN

A507A

Sim

09.45

TYP.

09.42 09.44

09.45

09.44 09.44

TYP.

09.42

TYP.

09.42

TYP.

09.43

TYP.

09.43

TYP.

09.43

TYP.

09.42

TYP.

09.43

09.45

A507A

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :0

A123

Floor Plan Level 2 - Track

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

NORTH

KEYED NOTES

GENERAL NOTES

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

B. SEE SHEET A601A FOR DOOR SCHEDULE.

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

09.42 PRIVACY SCREEN, 8'-3" HIGH FROM RUNNING TRACK. SEE DETAIL 3/A507A.

09.43 PRIVACY SCREEN, 6'-3" HIGH FROM RUNNING TRACK. SEE DETAIL 8/A507A.

09.44 PRIVACY SCREEN, 8'-3" HIGH FROM FLOOR AND 5'-3" FROM WALL . SEE DETAIL

6/A507A.

09.45 FILL GAP WITH PRIVACY SCREEN. PROVIDE SCREEN WITH SUPPORTS SIMILAR TO

OTHER PRIVACY SCREENS.

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

Floor Plan Level 2

SECTION VIEW

PLAN VIEW

8 7

4 15

G A

WALL TYPE STUD SIZE

1 1/2"

2 1/2"

3 5/8"

WALL WIDTH

2 1/8"

3 1/8"

4 1/4"

S tu d S iz e

WALL WIDTH

VARIES WITH STUD SIZE

Type - A Metal Stud Furring Wall

6"A6 6 5/8"

1/4" AIR GAP, TYP

A502B

PLAN VIEW

8 47

WALL TYPE STUD SIZE

2 1/2"

3 5/8"

WALL WIDTH

3 3/4"

4 7/8"

S tu d S iz e

SECTION VIEW

WALL WIDTH

VARIES WITH STUD SIZE

Type - B Typical Metal

Stud Wall

6" 7 1/4"

SECTION VIEW

PLAN VIEW

DUCT

PIPE/CONDUIT3

8 4

A502B

WALL TYPE STUD SIZE

3 5/8"

4"C4

WALL WIDTH

4 7/8"

5 1/4"

6" 7 1/4"

S tu d S iz e

WALL WIDTH

VARIES WITH STUD SIZE

Type - C 1 Hour Fire Rated

PLAN VIEW

8 4

WALL TYPE STUD SIZE

3 5/8"

4"D4

WALL WIDTH

6 1/8"

6 1/2"

6" 8 1/2"

S tu d S iz e

SECTION VIEW

DUCT

PIPE/CONDUIT3

A502B

Type - D 2 Hour Fire Rated

WALL WIDTH

VARIES WITH STUD SIZE

PLAN VIEW

2 1/2"E2

WALL TYPE STUD SIZE

4"E4

WALL WIDTH

3 1/8"

4 5/8"

6" 6 5/8"

SECTION VIEW

Type - E 1 Hour Fire Rated

Shaft Wall

9 16

DUCT

PIPE/CONDUIT

ROOM

SIDE

SHAFT

SIDE

A502B

WALL WIDTH

VARIES WITH STUD SIZE

PLAN VIEW

WALL TYPE STUD SIZE WALL WIDTH

F6 6" 7 1/4"

SECTION VIEW

Type - F 2 Hour Fire Rated

Shaft Wall

9 16

DUCT

PIPE/CONDUIT

ROOM

SIDE

SHAFT

SIDE

A502B

WALL WIDTH

VARIES WITH STUD SIZE

5 1/4"

8 4

WALL TYPE STUD SIZE WALL WIDTH

2 1/2"

3 5/8"

3 3/4"

4 7/8"

5 1/4"

PLAN VIEW

S tu d S iz e

SECTION VIEW

Type - G Smoke Partition

DUCT

PIPE/CONDUIT

A502B

WALL WIDTH

VARIES WITH STUD SIZE

G6 6" 7 1/4"

8 4

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

4 7/8"

5 1/4"

7 1/4"

PLAN VIEW

S tu d S iz e

SECTION VIEW

Type - H Sound Barrier 40 STC

DUCT

PIPE/CONDUIT3

WALL WIDTH

VARIES WITH STUD SIZE

Sound Attenuation (STC) Test: NGC 25116

PLAN VIEW

8 4

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

5 1/2"

5 7/8"

7 7/8"

S tu d S iz e

SECTION VIEW

DUCT

PIPE/CONDUIT

WALL WIDTH

VARIES WITH STUD SIZE

Type - J Sound Barrier 45 STC Sound Attenuation (STC) Test: NGC 25116

PLAN VIEW

8 4

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

6 1/8"

6 1/2"

8 1/2"

S tu d S iz e

SECTION VIEW

Type - K

Sound Barrier 50 STC

DUCT

PIPE/CONDUIT3

WALL WIDTH

VARIES WITH STUD SIZE

Sound Attenuation (STC) Test: NGC 25116

PLAN VIEW

8 4

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

5 3/8"

5 3/4"

7 3/4"

SECTION VIEW

DUCT

PIPE/CONDUIT

WALL WIDTH

VARIES WITH STUD SIZE

Type - L Sound Barrier 50 STC Sound Attenuation (STC) Test: NGC 25116

S tu d S iz e

PLAN VIEW

8 4

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

5 3/8"

5 3/4"

7 3/4"

SECTION VIEW

Type - M 1 Hour Fire Rated

Sound Barrier 50 STC

DUCT

PIPE/CONDUIT3

WALL WIDTH

VARIES WITH STUD SIZE

Sound Attenuation (STC) Test: NGC 25116

S tu d S iz e

PLAN VIEW

8 4

S tu d S iz e

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

6 1/8"

6 1/2"

8 1/2"

SECTION VIEW

Type - N

2 Hour Fire Rated Sound Barrier 50 STC

DUCT

PIPE/CONDUIT3

WALL WIDTH

VARIES WITH STUD SIZE

Sound Attenuation (STC) Test: NGC 25116

WALL TYPE STUD SIZE WALL WIDTH

3 5/8"

4 7/8"

5 1/4"

7 1/4"

SECTION VIEW

PLAN VIEW

1 1/2" 1 1/2"3"

Type - P

Partial Height Wall

F O

R W

H E

H T

S E E F

R P

A N

D I N

V A

N S

1 1/8" 23

UL DESIGN #: U465 UL DESIGN #: U411

UL DESIGN #: U415 SYS. A UL DESIGN #: U415 SYS. A

27 27

27 28

S tu d S iz e

6 8

16 7 16

6 8

ROOM SIDE

SHAFT SIDE

ROOM SIDE

SHAFT SIDE

A502B

VARIES WITH STUD SIZE

WALL WIDTH

/9 A502B

/11 A502A

/8 A502A

/14 A502A

/12 A502A

/5 A502B /8 A502B

/5 A502A /13 A502A

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

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

801.364.9259 www.njraarchitects.com

:3 :1

A501A

Wall Types

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

D a y b re a k E le m e n ta ry

H a rv e st

M o o n

D r.

S o u th

J o rd a n U

25714.00

Construction Documents Jan 27, 2026

S c h o o l R e m o d e l

KEYED NOTE

GENERAL NOTES

A. CONTRACTOR SHALL VERIFY ITEMS LIKE SEMI OR FULLY RECESSED MISCELLANEOUS

BOXES, PANELS, PLUMBING LINES, CONDUITS, PIPES, ETC. THAT ARE CONCEALED IN

THE WALL. IF 3-5/8" METAL STUDS ARE INADEQUATE, CONTRACTOR SHALL NOTIFY

THE ARCHITECT AND USE 6" STUDS. COORDINATE WITH ALL THE CONSULTANT

DRAWINGS PRIOR TO WALL CONSTRUCTION AND USE 6" OR 8", 20 GAUGE METAL

STUDS FOR FRAMING IN LIEU OF 3-5/8"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 3, 2026.