2-Sally Mauro Elementary School - Preliminary Plans 2-12-2026.pdf
PDF 33 MB Posted
- Attached to
- Carbon School District- Sally Mauro Remodel
- Solicitation number
- RA26-94
- Issued by
- Cache County, Hildale City, Utah
About this file
This is a preliminary architectural plan document for the Sally Mauro Elementary School remodel project undertaken by the Carbon School District in Helper, Utah. The project encompasses a comprehensive remodel of the existing 62,647 square-foot facility (61,366 square feet on the main floor and 1,281 square feet on the mezzanine). The design was prepared in accordance with the 2021 International Building Code and includes detailed architectural, structural, mechanical, plumbing, electrical, and fire protection plans. Key project specifications include Type II B construction classification, occupancy category E, seismic design category D, wind exposure C with 120 mph gust speeds, roof snow load of 33 PSF, and 100 percent fire sprinkler coverage. A mandatory pre-bid site visit is scheduled for 9:00 AM on February 18, 2026, at Sally Mauro Elementary located at 20 2nd Avenue, Helper, Utah 84526. Sealed proposals must be submitted to the Carbon School District offices no later than 3:00 PM MT on February 23, 2026, addressed to Jared Hansen, Maintenance Director. Questions regarding the bidding documents should be directed to Jacob Ricci at jacobr@kmaarchitects.com no later than 2:00 PM on February 19, 2026.
The project involves coordination among multiple design professionals, including KMA Architects, Inc. (architectural), Olsen & Peterson Engineering (mechanical), Acute Engineering (structural), and Resolut Group (electrical). The preliminary plans indicate an allowable building area of 42,750 square feet with a frontage increase calculation demonstrating 61.8 percent building perimeter with allowable open space. Soils engineering was performed by EarthTec Engineering in November 2018, establishing an allowable soil bearing capacity of 2,500 PSF. The document is marked "NOT FOR CONSTRUCTION—REFERENCE ONLY" and was dated February 6, 2026, indicating this is a preliminary planning document to guide the competitive bidding process rather than final construction documents.
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Text version
CARBON SCHOOL DISTRICT
SALLY MAURO ELEMENTARY REMODEL
CONCRETE
ENGINEERED FILL
BATT INSULATION
RIGID INSULATION
WOOD STUDS
EARTH
ASPHALT
BLOCKING
HARDWOOD
PLYWOOD
SHEET NOTE
GYPSUM BOARD
PROPERTY LINE
WALLTYPE TAG
WINDOW TYPE
CEILING HEIGHT
SECTION MARK
ELEVATION MARK
DETAIL TAG
BUILDING
ELEVATION MARK
ROOM NUMBER
BRICK
VENEER
STONE VENEER
HELPER, UTAH
PROJECT CONTACTS
GRAPHIC SYMBOLS PROJECT DATA INDEX OF DRAWINGS
VICINITY MAPRENDERING
20 2ND AVE
XXX
X
XXX
X
XXX
X
XXX
XX
X
X
ARCHITECTURAL
KMA ARCHITECTS, INC.
170 N MAIN STREET
SPANISH FORK, UTAH 84660
(801) 377-5062
MECHANICAL
OLSEN & PETERSON ENGINEERING
14 EAST 2700 SOUTH
SALT LAKE CITY, UTAH 84115
(801) 486-4646
OWNER STRUCTURAL
ACUTE ENGINEERING
744 SOUTH 400 EAST
OREM, UTAH 84097
(801) 299-9020
ELECTRICAL
RESOLUT GROUP
181 E 5600 SOUTH
MURRAY, UTAH 84107
(801) 530-3148
DOOR NUMBERXX
MAIN FLOOR AREA 61,366 SQ. FT.
MEZZANINE FLOOR AREA 1,281 SQ. FT.
TOTAL FLOOR AREA 62,647 SQ. FT.
INTERNATIONAL BUILDING CODE - 2021
TYPE OF CONSTRUCTION - ll B
BUILDING OCCUPANCY - E
SEISMIC DESIGN CATEGORY - D
SEISMIC OCCUPANCY CATEGORY - lll
WIND EXPOSURE - C
3 SECOND WIND GUST SPEED - 120 MPH
ROOF SNOW LOAD - 33 PSF
ROOF LOADS
LIVE LOAD - 20 PSF
DEAD LOAD - 25 PSF
SOILS REPORT BY - EARTHTEC ENGINEERING
DATED - NOV. 2018
ALLOWABLE SOIL BEARING - 2,500 PSF
FIRE PROTECTION - 100% FIRE
SPRINKLED
9'-0"
PROJECT SITE
SUNSET AVE
N
D A
V E
CARBON SCHOOL DISTRICT
251 WEST 400 NORTH
PRICE, UTAH 84501
(435) 637-1732
R
D A
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S
T A
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ARCHITECTURAL
ELECTRICAL
STRUCTURAL
MECHANICAL
PLUMBING AND FIRE PROTECTION
A0.0 - CODE COMPLIANCE SHEET
A0.4 - DEMO OVERALL FLOOR PLAN
A0.4A- DEMO AREA "A" FLOOR PLAN
A0.4B- DEMO AREA "B" FLOOR PLAN
A0.4C- DEMO AREA "C" FLOOR PLAN
A0.4D- DEMO AREA "D" FLOOR PLAN
A0.5- DEMO MEZZ. & BASMENT PLAN
A0.7- DEMO OVERALL ROOF PLAN
A0.7A- DEMO AREA "A" ROOF PLAN
A0.7B- DEMO AREA "B" ROOF PLAN
A0.7C- DEMO AREA "C" ROOF PLAN
A0.7D- DEMO AREA "D" ROOF PLAN
A1.1- OVERALL MAIN FLOOR PLAN
A1.1A- AREA "A" FLOOR PLAN
A1.1B- AREA "B" FLOOR PLAN
A1.1C- AREA "C" FLOOR PLAN
A1.1D- AREA "D" FLOOR PLAN
A1.2A - AREA "A" MEZZ FLOOR PLAN
A1.2B- AREA "B" MEZZ FLOOR PLAN
A1.2C- AREA "C" MEZZ FLOOR PLAN
A1.2D- AREA "D" MEZZ FLOOR PLAN
A1.4- WALLTYPES AND DETAILS
A2.1- OVERALL REFLECTED CLG PLAN
A2.1A- AREA "A" REFLECTED CLG PLAN
A2.1B- AREA "B" REFLECTED CLG PLAN
A2.1C- AREA "C" REFLECTED CLG PLAN
A2.1D- AREA "D" REFLECTED CLG PLAN
A2.2- OVERALL ROOF PLAN
A2.2A- AREA "A" ROOF PLAN
A2.2B- AREA "B" ROOF PLAN
A2.2C- AREA "C" ROOF PLAN
A2.2D- AREA "D" ROOF PLAN
A2.3- ROOF DETAILS
A5.1- DOOR SCHEDULE
A5.2- DOOR DETAILS
A5.3- WINDOW DETAILS
S0.1 - GENERAL STRUCTURAL NOTES
S0.2 - SPECIAL INSPECTIONS
S1.1A- FOUNDATION PLAN AREA 'A'
S1.1B- FOUNDATION PLAN AREA 'B'
S1.1C- FOUNDATION PLAN AREA 'C'
S1.1D- FOUNDATION PLAN AREA 'D'
S2.1A- FRAMING PLAN AREA 'A'
S2.1B- FRAMING PLAN AREA 'B'
S2.1C- FRAMING PLAN AREA 'C'
S2.1D- FRAMING PLAN AREA 'D'
P0.1 - BASEMENT PLUMBING DEMOLITION PLAN
P0.1A - PLUMBING DEMOLITION PLAN AREA 'A'
P0.1B - PLUMBING DEMOLITION PLAN AREA 'B'
P0.1C - PLUMBING DEMOLITION PLAN AREA 'C'
P0.1D - PLUMBING DEMOLITION PLAN AREA 'D'
P1.0 - BASEMENT PLUMBING PLAN
P1.1A - PLUMBING PLAN AREA 'A'
P1.1B - PLUMBING PLAN AREA 'B'
P1.1C - PLUMBING PLAN AREA 'C'
P1.1D - PLUMBING PLAN AREA 'D'
P4.1 - ENLARGED PLUMBING PLANS
P4.2 - ENLARGED PLUMBING PLANS
P4.3 - ENLARGED PLUMBING PLANS
P6.1 - PLUMBING DETAILS
FP1.1A - FIRE PROTECTION PLAN AREA 'A'
FP1.1B - FIRE PROTECTION PLAN AREA 'B'
FP1.1C - FIRE PROTECTION PLAN AREA 'C'
FP1.1D - FIRE PROTECTION PLAN AREA 'D'
FP6.1 - FIRE PROTECTION DETAILS
M0.1 - BASEMENT MECHANICAL DEMOLITION PLAN
M0.1A - MECHANICAL DEMOLITION PLAN AREA 'A'
M0.1B - MECHANICAL DEMOLITION PLAN AREA 'B'
M0.1C - MECHANICAL DEMOLITION PLAN AREA 'C'
M0.1D - MECHANICAL DEMOLITION PLAN AREA 'D'
M1.0 - BASEMENT MECHANICAL PLAN
M1.1A - MECHANICAL PLAN AREA 'A'
M1.1B - MECHANICAL PLAN AREA 'B'
M1.1C - MECHANICAL PLAN AREA 'C'
M1.1D - MECHANICAL PLAN AREA 'D'
M1.2 - MEZZANINE MECHANICAL PLANS
MP1.1 - OVERALL MECHANICAL PIPING PLAN
M4.1 - ENLARGED MECHANICAL PLANS
M5.1 - MECHANICAL SCHEDULES
M6.1 - MECHANICAL DETAILS
M6.2 - MECHANICAL DETAILS
E2.7 - LIGHTING SCHEDULES
E3.0 - POWER SYMBOLS AND NOTES
E3.1A- AREA 'A' MAIN FLOOR POWER PLAN
E3.1B- AREA 'B' MAIN FLOOR POWER PLAN
E3.1C- AREA 'C' MAIN FLOOR POWER PLAN
E3.1D- AREA 'D' MAIN FLOOR POWER PLAN
E3.2 - MEZZANINE & BASEMENT POWER PLAN
E3.4 - ELECTRICAL SCHEDULES
E3.5 - ONE - LINE DIAGRAM
E3.6 - PANELBOARD SCHEDULE
E3.7 - PANELBOARD SCHEDULE
E4.0 - SYMBOLS DIAGRAMS
E4.1A- AREA 'A' MAIN FLOOR SYSTEM PLAN
E4.1B- AREA 'B' MAIN FLOOR SYSTEM PLAN
E4.1C- AREA 'C' MAIN FLOOR SYSTEM PLAN
E4.1D- AREA 'D' MAIN FLOOR SYSTEM PLAN
E4.2 - MEZZANINE SYSTEMS PLAN
E0.1 - ELECTRICAL SYMBOLS AND NOTES
E0.6 - ELECTRICAL DIAGRAMS
E1.0 - SITE SYMBOLS AND NOTES
E1.1- OVERALL MAIN FLOOR PLAN
ED0.1 - DEMOLITOIN SYMBOLS & NOTES
ED1.1A - AREA 'A' MAIN FLOOR DEMO. PLAN
ED1.1B - AREA 'B' MAIN FLOOR DEMO. PLAN
ED1.1C - AREA 'C' MAIN FLOOR DEMO. PLAN
ED1.1D - AREA 'D' MAIN FLOOR DEMO. PLAN
ED2.1 - MEZZANINE & BASEMENT DEMO. PLAN
E2.0 - LIGHTING SYMBOLS AND NOTES
E2.1A - AREA 'A' MAIN FLOOR LIGHTING RCP
E2.1B - AREA 'B' MAIN FLOOR LIGHTING RCP
E2.1C - AREA 'C' MAIN FLOOR LIGHTING RCP
E2.1D - AREA 'D' MAIN FLOOR LIGHTING RCP
E2.2 - MEZZANINE LIGHTING RCP
DRAWN BY:
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CHECKED BY:
DATE:
PROJECT #:
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174824
STAFF
WC
FEB 2026
TITLE
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NOT FOR CONSTRUCTION
REFERENCE ONLY
Preliminary
02/06/2026 7:41:10 AM
Preliminary
02/06/2026 7:41:22 AM
W D
DN
DN
UP
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
BUILDING #1 AREA: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #1 - ALLOWABLE BLDG AREA: SECTION 506.2.1
TABULAR AREA - TABLE 506.2 + (TABULAR AREA
NON-SPRINKLERED - TABLE 506.2 x FRONTAGE INCREASE
DUE TO FRONTAGE AS PER SECTION 506.3.
38,000 + 9,500 x .50
38,000 + 4,750 = 42,750 SQ. FT.
42,750 SQ. FT.
42,062 SQ. FT. (COMPLIES)
FRONTAGE INCREASE: -
BUILIDNG PERIMETER:-
FRONTAGE INCREASE:-
FRONTAGE INCREASE: -
FRONTAGE INCREASE: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #1 - FRONTAGE INCREASE: SECTION 506.3.3
FRONTAGE INCREASE DETERMINED BY THE CALCULATING
PERCENTAGE OF THE BUILDING PERIMETER WITH
ALLOWABLE OPEN SPACE USING TABEL 506.3.3 TO
DETERMINE THE ALLOWED FRONTAGE INCREASE BASED
ON THE CALCULATED BUILDING PERIMETER PERCENTAGE.
If = (F/P) * 100
If = (626/1013) * 100
If = 61.8
If = 0.50
(PERCENTAGE 50%<75% AND OPEN SPACE 25' < 30')
BUILDING CODES
2015 - 2015 - 2015 - 2014 - 2006 -
2013 -
2015 -
2015 - 2009 -
INTERNATIONAL BUILDING CODE
INTERNATIONAL PLUMBING CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL ELECTRICAL CODE NFPA 70
INTERNATIONAL FIRE CODE AND NFPA 13,
STANDARD FOR THE INSTALLTION OF
SPRINKLER SYSTEMS
NFPA 101, LIFE SAFETY CODE NFPA
AMERICANS WITH DISABLITIES ACT
INTERNATIONAL ENERGY CONSERVATION
CODE
INTERNATIONAL FUEL GAS CODE
ANSI. A117.1
LEGENDS AND SYMBOLS
KB
FE
FEC
2 HOUR FIRE SEPARATION WALL WITH 4'-0" MIN.
UPPER FLOOR/ROOF PROTECTION OFFSET ON
EACH SIDE. SEE DETAILS ON SHEET A0.1
1 HOUR FIRE SEPARATION WALL
FIRE RETARDANT TREATED FLOOR/ROOF
STRUCTURE ABOVE (AREA SHOWS OVERLAP
OF1ST FLOOR AND 2ND FLOOR BUILDING FIRE
AREAS)
DOOR OPENING FIRE RATINGS (MINUTES)
KNOX BOX - SEE SPECS
BRACKET MOUNTED FIRE EXTINGUISHER
FIREWALL TYPES - COORDINATE WITH SHEET A0.1
NEW FIRE EXTINGUISHER CABINETS
Statewide Amendments and Additions to the International Fire Code Incorporated as Part of Sate Fire Code 15A-5-204 Amendments and Additions to IFC related to Fire Protections Systems, Chapter 9, Section 906.1 Group E: Additional Exception as follows: "In new and existing Group E occupancies equipped with quick response sprinklers, portable fire extinguishers shall be required only in locations specified in items 2 through 6."
Item #2 - Within 30 feet of commerical cooking equipment.
Item #3 - In areas where flammable or combustible liquads are stored, used, or dispensed.
Item #4 - On each floor of structures under construction, except Group R-3.
Item #5 - Where required by the International Fire Code sections indicate in Table 906.1 Item #6 - Special-Hazard areas, including but not limited to laboratories, computer rooms, and generator rooms, where required by the fire code official.
THIS SHEET IS INTENDED TO BE VIEWED IN COLOR
X
BUILDING AREA
BUILDING 1
BUILDING 2
BUILDING 3
TOTAL BLDG AREA:
42,062 SQ. FT.
14,600 SQ. FT.
6,043 SQ. FT.
62,705 SQ. FT.
BUILDING CRITERIA
(ADMINISTRATION, COMPUTER ROOMS,
KITCHEN, MEDIA CENTER, RESOURCE,
GYMNASIUM, AND CLASSROOMS)
SQUARE FOOTAGE:
CONSTRUCTION TYPE:
OCCUPANCY GROUP:
NUMBER OF OCCUPANTS:
60,378 SQ. FT.
V-B E
C O
O L E
R
8'-0 1/2"
120°
BUILDING #3
BUILDING #1
BUILDING #2
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
BUILDING #1 AREA: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #2 - ALLOWABLE BLDG AREA: SECTION 506.2.1
TABULAR AREA - TABLE 506.2 + (TABULAR AREA
NON-SPRINKLERED - TABLE 506.2 x FRONTAGE INCREASE
DUE TO FRONTAGE AS PER SECTION 506.3.
38,000 + 9,500 x .21
38,000 + 1,995 = 39,995 SQ. FT.
39,995 SQ. FT.
14,600 SQ. FT. (COMPLIES)
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
ALLOWABLE AREA: -
BUILDING #1 AREA: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #3 - ALLOWABLE BLDG AREA: SECTION 506.2.1
TABULAR AREA - TABLE 506.2 + (TABULAR AREA
NON-SPRINKLERED - TABLE 506.2 x FRONTAGE INCREASE
DUE TO FRONTAGE AS PER SECTION 506.3.
38,000 + 9,500 x 0
38,000 + 0 = 38,000 SQ. FT.
38,000 SQ. FT.
6,043 SQ. FT. (COMPLIES)
FRONTAGE INCREASE: -
BUILIDNG PERIMETER:-
FRONTAGE INCREASE:-
FRONTAGE INCREASE: -
FRONTAGE INCREASE: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #2 - FRONTAGE INCREASE: SECTION 506.3.3
FRONTAGE INCREASE DETERMINED BY THE CALCULATING
PERCENTAGE OF THE BUILDING PERIMETER WITH
ALLOWABLE OPEN SPACE USING TABEL 506.3.3 TO
DETERMINE THE ALLOWED FRONTAGE INCREASE BASED
ON THE CALCULATED BUILDING PERIMETER PERCENTAGE.
If = (F/P) * 100
If = (249/526) * 100
If = 47.34
If = 0.21
(PERCENTAGE 50% <75% AND OPEN SPACE 25' < 30')
FRONTAGE INCREASE: -
BUILIDNG PERIMETER:-
FRONTAGE INCREASE:-
FRONTAGE INCREASE: -
FRONTAGE INCREASE: -
BUILDING AREA: CALCULATIONS
BUILDING AREA #3 - FRONTAGE INCREASE: SECTION 506.3.3
FRONTAGE INCREASE DETERMINED BY THE CALCULATING
PERCENTAGE OF THE BUILDING PERIMETER WITH
ALLOWABLE OPEN SPACE USING TABEL 506.3.3 TO
DETERMINE THE ALLOWED FRONTAGE INCREASE BASED
ON THE CALCULATED BUILDING PERIMETER PERCENTAGE.
If = (F/P) * 100
If = (70/324) * 100
If = 21.60
If = 0
(PERCENTAGE 50% <75% AND OPEN SPACE 25' < 30')
DRAWN BY:
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DATE:
PROJECT #:
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BRS
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FEB 2026
A0.0 1/16" = 1'-0"
CODE COMPLIANCE MAIN FLOOR PLAN
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DN
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- APPROXIMATE LOCATION OF SAW-CUTTING
FOR NEW SEWER LINE. CONTRACTOR IS TO
BACKFILL AND INSTALL A NEW SLAB AFTER
INSTALLATION - COORDINATE WITH PLUMBING
PLANS
DEMOLITION LEGEND
C O
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R
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
KINDERGARTEN
GIRLS RESTROOM
BOYS RESTROOM
STORAGE
STORAGE
CORRIDOR
JANITOR STORAGE
ATHLECTIC
STORAGE
INSTRUMENT
STORAGE
TABLE STORAGE
FOYER
STORAGE
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CORRIDOR
CORRIDOR
LEARNING CENTER
SUPPLY
NURSE
LOUNGE
OFFICE
TEACHERS WORK
AREA
LIBRARIAN
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
TEAM OFFICE
WORK AREA
CORRIDOR
KITCHEN
MULTI-PURPOSE
CHAIR STORAGE
RESOURCE
A126 STORAGE
A113
CLASSROOM
A114
CLASSROOM
A115
CLASSROOM
A116
CLASSROOM
A125
CLASSROOM
A124
CLASSROOM
A123
CLASSROOM
A122
CLASSROOM
A119
CLASSROOM
A118
CLASSROOM
A117
CLASSROOM
A120CLASSROOM
A121
ATRIUM
A127
GIRLS RESTROOM
A106
BOYS RESTROOM
A105
CUSTODIAN
A109
STORAGE
B101
GYMNASIUM
B100
GENERAL DEMOLITION NOTES
1 - CONTRACTOR TO PROVIDE PLYWOOD
SHEATHING, INSULATION, AND MEMBRANE FOR
WALLS & ROOF TO PROTECT INTERIOR FROM
WEATHER DURING DEMOLITION AND
CONSTRUCTION.
2 - ALL PLUMBING, HVAC, & ELECTRICAL WILL
BE RE-ROUTED OR MODIFIED TO ALLOW
COMPLETE CONTINUITY OF UTILITY SERVICE
FOR SCHOOL OPERATION DURING
CONSTRUCTION.
3 - CONTRACTOR SHALL COORDINATE
DEMOLITION WITH DISTRICT AND ASBESTOS
REMOVAL CONTRACTOR. (ASBESTOS
ABATEMENT BY DISTRICT)
4 - STAGING TO BE DETERMINED BY GENERAL
CONTRACTOR. (COSTS FOR TEMPORARY
STAGING BY CONTRACTOR.)
5 - CONSTRUCTION FENCING SEPARATE NEW
CONSTRUCTION AND DEMOLITION FROM ALL
STUDENT ACTIVITY. (COSTS FOR TEMPORARY
CONSTRUCTION FENCING BY CONTRACTOR.)
6 - CONSTRUCTION AND DEMOLITION ACCESS
TO BE DETERMINED BY GENERAL
CONTRACTOR AND OWNER.
7 - ASBESTOS ABATEMENT BY DISTRICT.
8 - CONTRACTOR SHALL REVIEW THE
PLUMBING, MECHANICAL AND ELECTRICAL
SHEETS FOR ADDITIONAL INFORMATION ON
THE DEMOLITION OF PARTS OF THE BUILDING.
9 - PATCH AND REPAIR EXISTING CONDITIONS
AS REQUIRED DUE TO NEW CONSTRUCTION
AND DEMOLITION
ROOFING DEMOLITION NOTE
A - CONTRACTOR TO INCLUDE ANY NEW ROOF
DECKING, 6" RIGID INSULATION, CURBING,
METAL ROOF PANELS AND SHEET MEMBRANE
ROOFING AT ANY ROOF PENETRATION DUE TO
CONSTRUCTION. COORDINATE ALL ROOF
PENETRATIONS WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND KITCHEN
SHEETS FOR ROOF REPAIRS
B - CONTRACTOR TO ADD NEW PLYWOOD
DECKING, 6" RIGID INSULATION, METAL ROOF
PANELS AND ROOF MEMBRANCE OVER
OPENING CREATED AT CURBS BY REMOVAL OF
ANY EXISTING UNITS. REFER TO MECHANICAL
DEMOLITION SHEET FOR LOCATIONS.
CONCRETE GRINDING NOTE
PROVIDE 2000 SQ. FT. OF CONCRETE FLOOR GRINDING FOR
NEW CONSTRUCTION. (THIS APPLIES TO ALL FLOORS OTHER
THAN POLISHED CONCRETE FLOOR AREAS.) CONCRETE
FLOORS SHALL BE GROUND SMOOTH AND LEVEL TO WITHIN
+/- 1/8" WITHIN A 10'-0" RADIUS. THE CONTRACTOR SHALL ALSO
PROVIDE A UNIT COST PER SQ. FT. FOR THIS GRINDING. THE
CONTRACTOR SHALL ERECT AND MAINTAIN DUST BARRIERS IN
THE AREA THE CONCRETE GRINDING IS TAKING PLACE.
CONCRETE FLOOR NOTE
CONTRACTOR TO PREPARE THE NEW CONCRETE FLOORS
FOR THE INSTALLATION OF ALL THE FLOOR FINISHES AS
REQUIRED BY THE ARCHITECT AND OWNER.
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.4
1/16" = 1'-0"
OVERALL DEMOLITION FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
DN
DN
C O
O L E
R
TB
TB
TB
MB
MB
TV
TB
MB
TB
TV
TV
TB
MB MB
TB
TV MBMB
MB
MB
TB
MB
TV
TB
TB
TB
TB
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
8 8
(ABOVE)
(ABOVE)
6'-6"
11'-1 1/2"
A117E
(ABOVE)
A119E
A118E
B107E
B108E
- APPROXIMATE LOCATION OF SAW-CUTTING
FOR NEW SEWER LINE. CONTRACTOR IS TO
BACKFILL AND INSTALL A NEW SLAB AFTER
INSTALLATION - COORDINATE WITH PLUMBING
PLANS
DEMOLITION LEGEND
GENERAL DEMOLITION NOTES
1 - CONTRACTOR TO PROVIDE PLYWOOD
SHEATHING, INSULATION, AND MEMBRANE FOR
WALLS & ROOF TO PROTECT INTERIOR FROM
WEATHER DURING DEMOLITION AND
CONSTRUCTION.
2 - ALL PLUMBING, HVAC, & ELECTRICAL WILL
BE RE-ROUTED OR MODIFIED TO ALLOW
COMPLETE CONTINUITY OF UTILITY SERVICE
FOR SCHOOL OPERATION DURING
CONSTRUCTION.
3 - CONTRACTOR SHALL COORDINATE
DEMOLITION WITH DISTRICT AND ASBESTOS
REMOVAL CONTRACTOR. (ASBESTOS
ABATEMENT BY DISTRICT)
4 - STAGING TO BE DETERMINED BY GENERAL
CONTRACTOR. (COSTS FOR TEMPORARY
STAGING BY CONTRACTOR.)
5 - CONSTRUCTION FENCING SEPARATE NEW
CONSTRUCTION AND DEMOLITION FROM ALL
STUDENT ACTIVITY. (COSTS FOR TEMPORARY
CONSTRUCTION FENCING BY CONTRACTOR.)
6 - CONSTRUCTION AND DEMOLITION ACCESS
TO BE DETERMINED BY GENERAL
CONTRACTOR AND OWNER.
7 - ASBESTOS ABATEMENT BY DISTRICT.
8 - CONTRACTOR SHALL REVIEW THE
PLUMBING, MECHANICAL AND ELECTRICAL
SHEETS FOR ADDITIONAL INFORMATION ON
THE DEMOLITION OF PARTS OF THE BUILDING.
9 - PATCH AND REPAIR EXISTING CONDITIONS
AS REQUIRED DUE TO NEW CONSTRUCTION
AND DEMOLITION
ROOFING DEMOLITION NOTE
A - CONTRACTOR TO INCLUDE ANY NEW ROOF
DECKING, 6" RIGID INSULATION, CURBING,
METAL ROOF PANELS AND SHEET MEMBRANE
ROOFING AT ANY ROOF PENETRATION DUE TO
CONSTRUCTION. COORDINATE ALL ROOF
PENETRATIONS WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND KITCHEN
SHEETS FOR ROOF REPAIRS
B - CONTRACTOR TO ADD NEW PLYWOOD
DECKING, 6" RIGID INSULATION, METAL ROOF
PANELS AND ROOF MEMBRANCE OVER
OPENING CREATED AT CURBS BY REMOVAL OF
ANY EXISTING UNITS. REFER TO MECHANICAL
DEMOLITION SHEET FOR LOCATIONS.
CONCRETE GRINDING NOTE
PROVIDE 2000 SQ. FT. OF CONCRETE FLOOR GRINDING FOR
NEW CONSTRUCTION. (THIS APPLIES TO ALL FLOORS OTHER
THAN POLISHED CONCRETE FLOOR AREAS.) CONCRETE
FLOORS SHALL BE GROUND SMOOTH AND LEVEL TO WITHIN
+/- 1/8" WITHIN A 10'-0" RADIUS. THE CONTRACTOR SHALL ALSO
PROVIDE A UNIT COST PER SQ. FT. FOR THIS GRINDING. THE
CONTRACTOR SHALL ERECT AND MAINTAIN DUST BARRIERS IN
THE AREA THE CONCRETE GRINDING IS TAKING PLACE.
CONCRETE FLOOR NOTE
CONTRACTOR TO PREPARE THE NEW CONCRETE FLOORS
FOR THE INSTALLATION OF ALL THE FLOOR FINISHES AS
REQUIRED BY THE ARCHITECT AND OWNER.
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:1
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.4A
1/8" = 1'-0"
DEMO FLOOR PLAN AREA "A"
SHEET NOTES
1 - EXISTING DOOR AND FRAME TO BE REMOVED - PREPARE
OPENING FOR NEW DOOR AND FRAME - SEE DOOR SCHEDULE
2 - EXISTING WINDOW AND FRAME TO BE REMOVED - PREPARE
OPENING FOR NEW WINDOW AND FRAME
3 - REMOVE AND STORE TACK BOARD, TV, OR MARKERBOARD.
PROTECT DURING CONSTRUCTION. THIS IS TO BE REINSTALLED
IN SAME LOCATION AFTER NEW CONSTRUCTION IS COMPLETED.
PROVIDE BACKING AS REQUIRED
4 - REMOVE EXISTING MILLWORK AND COUTNER TOP AS REQUIRED
FOR NEW PLUMBING. STORE AND REINSTALL MILLWORK AND
COUNTER TOP ONCE CONSTUCTION IS COMPLETED. PATCH AND
REPAIR AS NEEDED.
5 - REMOVE EXISTING CEILING, LIGHT FIXTURES, AND MECHANICAL
EQUIPMENT. PREPARE FOR NEW CEILING, LIGHT FIXTURES AND
MECHANICAL EQUIPMENT.SEE MECHANICAL, PLUMBING AND
ELECTRICAL SHEETS
6 - EXISTING FLOORING TO BE REMOVED. FLOOR IS TO BE
PREPARED FOR NEW FLOORING. COORDINATE WITH FLOOR
PLANS AND FINISH SCHEDULE.
7 - EXISTING DOOR & HARDWARE TO BE REMOVED AND STORED
DURING CONSTRUCTION. PATCH AND REPAIR ANY DAMAGES TO
THE DOOR FRAME DUE TO CONSTRUCTION. REINSTALL DOOR
AND HARDWARE ONCE CONSTRUCTION IS COMPLETED.
8 - EXISTING SHOWER POLE TO BE REMOVED
9 - EXISTING KITCHEN EQUIPMENT IS TO BE DISCONNECTED
STORED DURING CONSTRUCTION AND REINSTALLED BACK TO
ORIGINAL WORKING ORDER AFTER CONSTRUCTION.
(CONTRACTOR IS TO COORDIANTE WITH OWNER, HEALTH
DEPARTMENT AND FIRE MARSHAL ON THE RE-INSTALLATION.)
10 - SAW-CUTTING APPROXIMATE LOCATION, REMOVE AND
REPLACE FLOORING AS NEEDED TO ALLOW ACCESS FOR NEW
SEWER - COORDINATE WITH PLUMBING
11 - EXISTING PLUMBING FIXTURE TO BE REMOVED - SEE PLUMBING
SHEETS
12 - EXISTING MILLWORK TO BE REMOVED.
13 - EXISTING TACK BOARD TO BE REMOVED
14 - EXISTING WALL TO BE REMOVED
N O
R T
H
SHEET NOTES
15 - EXISTING DOOR AND FRAME TO BE REMOVED.
16 - WALL MOUNTED STEEL LADDER TO BE REMOVED
17 - PLUMBING FIXTURES TO BE REMOVED AND REINSTALLED
AFTER CONSTRUCTION
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
MB
TB
TB
TB
TB
TV
MB
MB
TV MBMB
MB
TB
MB
MB
MB
MB TB
MB
MB
TV
MB
TB
TB
TB
TB
TB
TB
TB
TB
TB
MB
MB
TBTB
TV
TB
MB
TB
TB
TV
MB
TB
TB
TV
3 3
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
B116E
B115E
(ABOVE)
B107E
B108E
- APPROXIMATE LOCATION OF SAW-CUTTING
FOR NEW SEWER LINE. CONTRACTOR IS TO
BACKFILL AND INSTALL A NEW SLAB AFTER
INSTALLATION - COORDINATE WITH PLUMBING
PLANS
DEMOLITION LEGEND
GENERAL DEMOLITION NOTES
1 - CONTRACTOR TO PROVIDE PLYWOOD
SHEATHING, INSULATION, AND MEMBRANE FOR
WALLS & ROOF TO PROTECT INTERIOR FROM
WEATHER DURING DEMOLITION AND
CONSTRUCTION.
2 - ALL PLUMBING, HVAC, & ELECTRICAL WILL
BE RE-ROUTED OR MODIFIED TO ALLOW
COMPLETE CONTINUITY OF UTILITY SERVICE
FOR SCHOOL OPERATION DURING
CONSTRUCTION.
3 - CONTRACTOR SHALL COORDINATE
DEMOLITION WITH DISTRICT AND ASBESTOS
REMOVAL CONTRACTOR. (ASBESTOS
ABATEMENT BY DISTRICT)
4 - STAGING TO BE DETERMINED BY GENERAL
CONTRACTOR. (COSTS FOR TEMPORARY
STAGING BY CONTRACTOR.)
5 - CONSTRUCTION FENCING SEPARATE NEW
CONSTRUCTION AND DEMOLITION FROM ALL
STUDENT ACTIVITY. (COSTS FOR TEMPORARY
CONSTRUCTION FENCING BY CONTRACTOR.)
6 - CONSTRUCTION AND DEMOLITION ACCESS
TO BE DETERMINED BY GENERAL
CONTRACTOR AND OWNER.
7 - ASBESTOS ABATEMENT BY DISTRICT.
8 - CONTRACTOR SHALL REVIEW THE
PLUMBING, MECHANICAL AND ELECTRICAL
SHEETS FOR ADDITIONAL INFORMATION ON
THE DEMOLITION OF PARTS OF THE BUILDING.
9 - PATCH AND REPAIR EXISTING CONDITIONS
AS REQUIRED DUE TO NEW CONSTRUCTION
AND DEMOLITION
ROOFING DEMOLITION NOTE
A - CONTRACTOR TO INCLUDE ANY NEW ROOF
DECKING, 6" RIGID INSULATION, CURBING,
METAL ROOF PANELS AND SHEET MEMBRANE
ROOFING AT ANY ROOF PENETRATION DUE TO
CONSTRUCTION. COORDINATE ALL ROOF
PENETRATIONS WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND KITCHEN
SHEETS FOR ROOF REPAIRS
B - CONTRACTOR TO ADD NEW PLYWOOD
DECKING, 6" RIGID INSULATION, METAL ROOF
PANELS AND ROOF MEMBRANCE OVER
OPENING CREATED AT CURBS BY REMOVAL OF
ANY EXISTING UNITS. REFER TO MECHANICAL
DEMOLITION SHEET FOR LOCATIONS.
CONCRETE GRINDING NOTE
PROVIDE 2000 SQ. FT. OF CONCRETE FLOOR GRINDING FOR
NEW CONSTRUCTION. (THIS APPLIES TO ALL FLOORS OTHER
THAN POLISHED CONCRETE FLOOR AREAS.) CONCRETE
FLOORS SHALL BE GROUND SMOOTH AND LEVEL TO WITHIN
+/- 1/8" WITHIN A 10'-0" RADIUS. THE CONTRACTOR SHALL ALSO
PROVIDE A UNIT COST PER SQ. FT. FOR THIS GRINDING. THE
CONTRACTOR SHALL ERECT AND MAINTAIN DUST BARRIERS IN
THE AREA THE CONCRETE GRINDING IS TAKING PLACE.
CONCRETE FLOOR NOTE
CONTRACTOR TO PREPARE THE NEW CONCRETE FLOORS
FOR THE INSTALLATION OF ALL THE FLOOR FINISHES AS
REQUIRED BY THE ARCHITECT AND OWNER.
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:2
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.4B1/8" = 1'-0"
DEMO FLOOR PLAN AREA "B"
SHEET NOTES
1 - EXISTING DOOR AND FRAME TO BE REMOVED - PREPARE
OPENING FOR NEW DOOR AND FRAME - SEE DOOR SCHEDULE
2 - EXISTING WINDOW AND FRAME TO BE REMOVED - PREPARE
OPENING FOR NEW WINDOW AND FRAME
3 - REMOVE AND STORE TACK BOARD, TV, OR MARKERBOARD.
PROTECT DURING CONSTRUCTION. THIS IS TO BE REINSTALLED
IN SAME LOCATION AFTER NEW CONSTRUCTION IS COMPLETED.
PROVIDE BACKING AS REQUIRED
4 - REMOVE EXISTING MILLWORK AND COUTNER TOP AS REQUIRED
FOR NEW PLUMBING. STORE AND REINSTALL MILLWORK AND
COUNTER TOP ONCE CONSTUCTION IS COMPLETED. PATCH AND
REPAIR AS NEEDED.
5 - EXISTING FLOORING TO BE REMOVED. FLOOR IS TO BE
PREPARED FOR NEW FLOORING. COORDINATE WITH FLOOR
PLANS AND FINISH SCHEDULE.
6 - REMOVE EXISTING CEILING, LIGHT FIXTURES, AND MECHANICAL
EQUIPMENT. PREPARE FOR NEW CEILING, LIGHT FIXTURES AND
MECHANICAL EQUIPMENT.SEE MECHANICAL, PLUMBING AND
ELECTRICAL SHEETS
7 - EXISTING DOOR & HARDWARE TO BE REMOVED AND STORED
DURING CONSTRUCTION. PATCH AND REPAIR ANY DAMAGES TO
THE DOOR FRAME DUE TO CONSTRUCTION. REINSTALL DOOR
AND HARDWARE ONCE CONSTRUCTION IS COMPLETED.
8 - SAW-CUTTING APPROXIMATE LOCATION, REMOVE AND
REPLACE FLOORING AS NEEDED TO ALLOW ACCESS FOR NEW
SEWER - COORDINATE WITH PLUMBING
9 - EXISTING PLUMBING FIXTURE TO BE REMOVED - SEE PLUMBING
SHEETS
10 - EXISTING DOOR AND FRAME TO BE REMOVED.
11 - EXISTING MILLWORK TO BE REMOVED.
12 - PLUMBING FIXTURES TO BE REMOVED AND REINSTALLED
AFTER CONSTRUCTION
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
UP
TB
TV
TB
MB
TB
TV
MB
TB
TB
TB
TV
MB
TB
MB
TV
MB
TV
MB
MB
TV
MB
TB
TB
TV
MB
MB
MB
MB
TV
TB
TB
MB
TV
MB
MB
TV
TB
MB
TV
TV
TB
MB
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
(ABOVE)
- APPROXIMATE LOCATION OF SAW-CUTTING
FOR NEW SEWER LINE. CONTRACTOR IS TO
BACKFILL AND INSTALL A NEW SLAB AFTER
INSTALLATION - COORDINATE WITH PLUMBING
PLANS
DEMOLITION LEGEND
GENERAL DEMOLITION NOTES
1 - CONTRACTOR TO PROVIDE PLYWOOD
SHEATHING, INSULATION, AND MEMBRANE FOR
WALLS & ROOF TO PROTECT INTERIOR FROM
WEATHER DURING DEMOLITION AND
CONSTRUCTION.
2 - ALL PLUMBING, HVAC, & ELECTRICAL WILL
BE RE-ROUTED OR MODIFIED TO ALLOW
COMPLETE CONTINUITY OF UTILITY SERVICE
FOR SCHOOL OPERATION DURING
CONSTRUCTION.
3 - CONTRACTOR SHALL COORDINATE
DEMOLITION WITH DISTRICT AND ASBESTOS
REMOVAL CONTRACTOR. (ASBESTOS
ABATEMENT BY DISTRICT)
4 - STAGING TO BE DETERMINED BY GENERAL
CONTRACTOR. (COSTS FOR TEMPORARY
STAGING BY CONTRACTOR.)
5 - CONSTRUCTION FENCING SEPARATE NEW
CONSTRUCTION AND DEMOLITION FROM ALL
STUDENT ACTIVITY. (COSTS FOR TEMPORARY
CONSTRUCTION FENCING BY CONTRACTOR.)
6 - CONSTRUCTION AND DEMOLITION ACCESS
TO BE DETERMINED BY GENERAL
CONTRACTOR AND OWNER.
7 - ASBESTOS ABATEMENT BY DISTRICT.
8 - CONTRACTOR SHALL REVIEW THE
PLUMBING, MECHANICAL AND ELECTRICAL
SHEETS FOR ADDITIONAL INFORMATION ON
THE DEMOLITION OF PARTS OF THE BUILDING.
9 - PATCH AND REPAIR EXISTING CONDITIONS
AS REQUIRED DUE TO NEW CONSTRUCTION
AND DEMOLITION
CONCRETE GRINDING NOTE
PROVIDE 2000 SQ. FT. OF CONCRETE FLOOR GRINDING FOR
NEW CONSTRUCTION. (THIS APPLIES TO ALL FLOORS OTHER
THAN POLISHED CONCRETE FLOOR AREAS.) CONCRETE
FLOORS SHALL BE GROUND SMOOTH AND LEVEL TO WITHIN
+/- 1/8" WITHIN A 10'-0" RADIUS. THE CONTRACTOR SHALL ALSO
PROVIDE A UNIT COST PER SQ. FT. FOR THIS GRINDING. THE
CONTRACTOR SHALL ERECT AND MAINTAIN DUST BARRIERS IN
THE AREA THE CONCRETE GRINDING IS TAKING PLACE.
CONCRETE FLOOR NOTE
CONTRACTOR TO PREPARE THE NEW CONCRETE FLOORS
FOR THE INSTALLATION OF ALL THE FLOOR FINISHES AS
REQUIRED BY THE ARCHITECT AND OWNER.
ROOFING DEMOLITION NOTE
A - CONTRACTOR TO INCLUDE ANY NEW ROOF
DECKING, 6" RIGID INSULATION, CURBING,
METAL ROOF PANELS AND SHEET MEMBRANE
ROOFING AT ANY ROOF PENETRATION DUE TO
CONSTRUCTION. COORDINATE ALL ROOF
PENETRATIONS WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND KITCHEN
SHEETS FOR ROOF REPAIRS
B - CONTRACTOR TO ADD NEW PLYWOOD
DECKING, 6" RIGID INSULATION, METAL ROOF
PANELS AND ROOF MEMBRANCE OVER
OPENING CREATED AT CURBS BY REMOVAL OF
ANY EXISTING UNITS. REFER TO MECHANICAL
DEMOLITION SHEET FOR LOCATIONS.
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.4C
1/8" = 1'-0"
DEMO FLOOR PLAN AREA "C"
SHEET NOTES
1 - REMOVE EXISTING CEILING, LIGHT FIXTURES, AND MECHANICAL
EQUIPMENT. PREPARE FOR NEW CEILING, LIGHT FIXTURES AND
MECHANICAL EQUIPMENT.SEE MECHANICAL, PLUMBING AND
ELECTRICAL SHEETS
2 - SAW-CUTTING APPROXIMATE LOCATION, REMOVE AND
REPLACE FLOORING AS NEEDED TO ALLOW ACCESS FOR NEW
SEWER - COORDINATE WITH PLUMBING
3 - EXISTING DOOR & HARDWARE TO BE REMOVED AND STORED
DURING CONSTRUCTION. PATCH AND REPAIR ANY DAMAGES TO
THE DOOR FRAME DUE TO CONSTRUCTION. REINSTALL DOOR
AND HARDWARE ONCE CONSTRUCTION IS COMPLETED.
4 - PLUMBING FIXTURES TO BE REMOVED AND REINSTALLED
AFTER CONSTRUCTION
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
- APPROXIMATE LOCATION OF SAW-CUTTING
FOR NEW SEWER LINE. CONTRACTOR IS TO
BACKFILL AND INSTALL A NEW SLAB AFTER
INSTALLATION - COORDINATE WITH PLUMBING
PLANS
DEMOLITION LEGEND
GENERAL DEMOLITION NOTES
1 - CONTRACTOR TO PROVIDE PLYWOOD
SHEATHING, INSULATION, AND MEMBRANE FOR
WALLS & ROOF TO PROTECT INTERIOR FROM
WEATHER DURING DEMOLITION AND
CONSTRUCTION.
2 - ALL PLUMBING, HVAC, & ELECTRICAL WILL
BE RE-ROUTED OR MODIFIED TO ALLOW
COMPLETE CONTINUITY OF UTILITY SERVICE
FOR SCHOOL OPERATION DURING
CONSTRUCTION.
3 - CONTRACTOR SHALL COORDINATE
DEMOLITION WITH DISTRICT AND ASBESTOS
REMOVAL CONTRACTOR. (ASBESTOS
ABATEMENT BY DISTRICT)
4 - STAGING TO BE DETERMINED BY GENERAL
CONTRACTOR. (COSTS FOR TEMPORARY
STAGING BY CONTRACTOR.)
5 - CONSTRUCTION FENCING SEPARATE NEW
CONSTRUCTION AND DEMOLITION FROM ALL
STUDENT ACTIVITY. (COSTS FOR TEMPORARY
CONSTRUCTION FENCING BY CONTRACTOR.)
6 - CONSTRUCTION AND DEMOLITION ACCESS
TO BE DETERMINED BY GENERAL
CONTRACTOR AND OWNER.
7 - ASBESTOS ABATEMENT BY DISTRICT.
8 - CONTRACTOR SHALL REVIEW THE
PLUMBING, MECHANICAL AND ELECTRICAL
SHEETS FOR ADDITIONAL INFORMATION ON
THE DEMOLITION OF PARTS OF THE BUILDING.
9 - PATCH AND REPAIR EXISTING CONDITIONS
AS REQUIRED DUE TO NEW CONSTRUCTION
AND DEMOLITION
ROOFING DEMOLITION NOTE
A - CONTRACTOR TO INCLUDE ANY NEW ROOF
DECKING, 6" RIGID INSULATION, CURBING,
METAL ROOF PANELS AND SHEET MEMBRANE
ROOFING AT ANY ROOF PENETRATION DUE TO
CONSTRUCTION. COORDINATE ALL ROOF
PENETRATIONS WITH STRUCTURAL,
MECHANICAL, ELECTRICAL, AND KITCHEN
SHEETS FOR ROOF REPAIRS
B - CONTRACTOR TO ADD NEW PLYWOOD
DECKING, 6" RIGID INSULATION, METAL ROOF
PANELS AND ROOF MEMBRANCE OVER
OPENING CREATED AT CURBS BY REMOVAL OF
ANY EXISTING UNITS. REFER TO MECHANICAL
DEMOLITION SHEET FOR LOCATIONS.
CONCRETE GRINDING NOTE
PROVIDE 2000 SQ. FT. OF CONCRETE FLOOR GRINDING FOR
NEW CONSTRUCTION. (THIS APPLIES TO ALL FLOORS OTHER
THAN POLISHED CONCRETE FLOOR AREAS.) CONCRETE
FLOORS SHALL BE GROUND SMOOTH AND LEVEL TO WITHIN
+/- 1/8" WITHIN A 10'-0" RADIUS. THE CONTRACTOR SHALL ALSO
PROVIDE A UNIT COST PER SQ. FT. FOR THIS GRINDING. THE
CONTRACTOR SHALL ERECT AND MAINTAIN DUST BARRIERS IN
THE AREA THE CONCRETE GRINDING IS TAKING PLACE.
CONCRETE FLOOR NOTE
CONTRACTOR TO PREPARE THE NEW CONCRETE FLOORS
FOR THE INSTALLATION OF ALL THE FLOOR FINISHES AS
REQUIRED BY THE ARCHITECT AND OWNER.
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.4D
1/8" = 1'-0"
DEMO FLOOR PLAN AREA "D"
SHEET NOTES
1 - SAW-CUTTING APPROXIMATE LOCATION, REMOVE AND
REPLACE FLOORING AS NEEDED TO ALLOW ACCESS FOR NEW
SEWER - COORDINATE WITH PLUMBING
2 - PLUMBING FIXTURES TO BE REMOVED AND REINSTALLED
AFTER CONSTRUCTION
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.5
1/8" = 1'-0"
MEZZANINE FLOOR PLAN AREA "A"
1/8" = 1'-0"
MEZZANINE FLOOR PLAN AREA "B"
1/8" = 1'-0"
MEZZANINE FLOOR PLAN AREA "C"
1/8" = 1'-0"
MEZZANINE FLOOR PLAN AREA "D"
1/8" = 1'-0"
BASEMENT
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/1
/5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.7
1/16" = 1'-0"
OVERALL DEMOLITION ROOF PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.7A
1/8" = 1'-0"
DEMO ROOF PLAN AREA "A"
SHEET NOTES
1 - EXISTING ROOF DOME TO BE REMOVED FOR NEW MECHANICAL
UNITS
2 - EXISTING ROOF MEMBRANE TO BE REMOVED.
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.7B 1/8" = 1'-0"
DEMO ROOF PLAN AREA "B"
N O
R T
H
SHEET NOTES
1 - EXISTING ROOF DOME TO BE REMOVED FOR NEW MECHANICAL
UNITS
2 - EXISTING ROOF MEMBRANE TO BE REMOVED.
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.7C
1/8" = 1'-0"
DEMO ROOF PLAN AREA "C"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A0.7D
1/8" = 1'-0"
DEMO ROOF PLAN AREA "D"
N O
R T
H
SHEET NOTES
1 - EXISTING ROOF MEMBRANE TO BE REMOVED.
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
DN
DN
UP
F
F
F
J
J
J
J
J
J
J
J
J
J
J J
J
J
J
F
F
F
GENERAL NOTES
A- 1/16TH INCH FLOOR PLAN IS SHOWN FOR
REFERENCE AND COORDINATION ONLY -
REFER TO 1/8TH INCH FLOOR PLANS AREA 'A'
AND AREA 'B' FOR DIMENSIONS AND LAYOUT.
B- ALL FULL HEIGHT WALLS TO BE SEALED
WITH FIRE STOP (FIRE SAFING) BETWEEN
TOP OF WALL AND ROOF DECKING.
C O
O L E
R
8'-0 1/2"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:1
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.1
1/16" = 1'-0"
OVERALL MAIN FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
DN
W
D
GENERAL DIMENSION NOTE
DUE TO ROUNDING, DIMENSION STRINGS MAY
DIFFER FROM OVER ALL DIMENSIONS.
OVERALL DIMENSIONS ARE TO TAKE
PRECEDENCE OVER DIMENSION STRINGS
C O
O L E
R
TB
MB
TB
TV
TB
TB
TB
MB
MB TV
TV
TB
MB MB
TB
MB TV MB
MB
MB
TV
MB
TB
TB
2 2
66 6 6
A103
A102
A105
A104
A101
A100
A106
A107
A108
A115E
A116E
O
O
O
O
O
O
O
B107E
B108E
A109
5'-0
2'-9 1/2"
P
A118
A119
A120
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:2
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.1A
SHEET NOTES
1 - REINSTALL TACK BOARD, TV, OR MARKERBOARD IN EXISTING
LOCATION. PROVIDE BACKING AS REQUIRED
2 - EXISTING MILLWORK TO BE REPLACED AFTER NEW
CONSTRCUTION
3 - PLUMBING FIXTURES - SEE PLUMBING SHEETS
4 - DISPLAY TV - SEE ELECTRICAL SHEETS.
5 - TACK BOARD - SEE SPECS.
6 - MARKERBOARD - SEE SPECS.
7 - EXISTING MILLWORK TO REMAIN. PRESERVE AND PROTECT
DURING CONSTRUCTION
8 - EXISTING ALUMINUM WINDOW TO REMAIN.
9 - HOLLOW METAL DOOR AND FRAME (PAINTED) - SEE DOOR
SCHEDULE. COLOR AS SELECTED BY ARCHITECT.
10 - ALUMINUM ENTRY SYSTEM - SEE DOOR SCHEDULE.
11 - EXISTING DOOR AND FRAME TO REMAIN.
12 - EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR TO PATCH
AND REPAIR AS REQUIRED DUE TO DEMOLITION AND NEW
CONSTRUCTION.
13 - EXISTING DOOR & HARDWARE TO BE REMOVED AND STORED
DURING CONSTRUCTION. PATCH AND REPAIR ANY DAMAGES TO
THE DOOR FRAME DUE TO CONSTRUCTION. REINSTALL DOOR
AND HARDWARE ONCE CONSTRUCTION IS COMPLETED.
14 - A.D.A. GRAB BARS - SEE SPECS.
15 - FOLDING SHOWER SEAT - SEE SPECS
16 - HOLLOW METAL DOOR FRAME (PAINTED) AND HARDWOOD
DOOR - SEE DOOR SCHEDULE.
17 - SHIP LADDER (N.I.C)
1/8" = 1'-0"
MAIN FLOOR PLAN AREA "A"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
GENERAL DIMENSION NOTE
DUE TO ROUNDING, DIMENSION STRINGS MAY
DIFFER FROM OVER ALL DIMENSIONS.
OVERALL DIMENSIONS ARE TO TAKE
PRECEDENCE OVER DIMENSION STRINGS
TB TB TB
MB
TB
TV
TV
TB
TB
TB
TB
TB
TB
TB
TB
TB
TB
TV
TB
TB
MB
MB
MB
TV
MB
MB
MB
TBMB
MB
MBMBTVMB
MB
MB
MB
MB
TB
TV
TB
TB
TB
MB
TB
B100
B101 B102
B103
B104
B105
B106
O
OO
O
O
O
O
O
O
O
O
O
O
O
10 10
2 2
B107E
B108E
ZB109E
B111E
B110E
B112E
B113E
B114E
P
P P
3 3
B107
B108
B116
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:3
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.1B
SHEET NOTES
1 - REINSTALL TACK BOARD, TV, OR MARKERBOARD IN EXISTING
LOCATION. PROVIDE BACKING AS REQUIRED
2 - EXISTING MILLWORK TO REMAIN. PRESERVE AND PROTECT
DURING CONSTRUCTION
3 - EXISTING MILLWORK TO BE REPLACED AFTER NEW
CONSTRCUTION
4 - PLUMBING FIXTURES - SEE PLUMBING SHEETS
5 - DISPLAY TV - SEE ELECTRICAL SHEETS.
6 - TACK BOARD - SEE SPECS.
7 - MARKERBOARD - SEE SPECS.
8 - EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR TO PATCH
AND REPAIR AS REQUIRED DUE TO DEMOLITION AND NEW
CONSTRUCTION.
9 - HOLLOW METAL DOOR AND FRAME (PAINTED) - SEE DOOR
SCHEDULE. COLOR AS SELECTED BY ARCHITECT.
10 - EXISTING DOOR AND FRAME TO REMAIN.
11 - EXISTING DOOR & HARDWARE TO BE REMOVED AND STORED
DURING CONSTRUCTION. PATCH AND REPAIR ANY DAMAGES TO
THE DOOR FRAME DUE TO CONSTRUCTION. REINSTALL DOOR
AND HARDWARE ONCE CONSTRUCTION IS COMPLETED.
12 - HOLLOW METAL DOOR FRAME (PAINTED) AND HARDWOOD
DOOR - SEE DOOR SCHEDULE.
13 - SHIP LADDER (N.I.C)
1/8" = 1'-0"
MAIN FLOOR PLAN AREA "B"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
TV
TB
TV
MB
TB
TB
TB
TB
2 2
2 2
TV
TV
TB
MB
MB
MB
TV
TV
TB
MB
TB
MB
MB
TV
TV
MB
MB
MB
MB
TV
TV
MB
TB
MB
TV
TV
MB
TB
TB
TB
TB
6 6
7 7
MB
MB
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:4
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.1C
1/8" = 1'-0"
MAIN FLOOR PLAN AREA "C"
SHEET NOTES
1 - EXISTING MILLWORK TO REMAIN. PRESERVE AND PROTECT
DURING CONSTRUCTION
2 - EXISTING PLUMBING FIXTURES TO REMAIN - SEE PLUMBING
SHEETS.
3 - DISPLAY TV - SEE ELECTRICAL SHEETS.
4 - TACK BOARD - SEE SPECS.
5 - MARKERBOARD - SEE SPECS.
6 - EXISTING DOOR AND FRAME TO REMAIN.
7 - EXISTING ALUMINUM WINDOW TO REMAIN.
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.1D
1/8" = 1'-0"
MAIN FLOOR PLAN AREA "D"
N O
R T
H
SHEET NOTES
1 - EXISTING DOOR AND FRAME TO REMAIN.
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
EXISTING MEZZ.
FLOOR TO BE CUT
AND REMOVED
NEW WOOD FRAMED
LANDING
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/8
/5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.2A
1/8" = 1'-0"
MEZZANINE FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/8
/5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.2B 1/8" = 1'-0"
MEZZANINE FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/8
/5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.2C
1/8" = 1'-0"
MEZZANINE FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/8
/5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.2D
1/8" = 1'-0"
MEZZANINE FLOOR PLAN
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
VARIES
EXISTING WALL
EXISTING 8" ATLAS
BRICK
5/8" TYPE 'X' GYPSUM BOARD
3 5/8" METAL STUD FRAMING
@ 16" O.C.
2" THICK CONTINUOUS
SPRAY IN FOAM
INSULATION - SEE SPECS.
1' - 2"
5"
5/8" GYPSUM BOARD
(BOTH SIDES)
3 5/8" METAL STUD FRAMING
@ 16" O.C. INSTALL METAL
FRAMING BLOCKING
CHANNELS AS PER SPECS.
DASHED LINE INDICATES
CERAMIC TILE OR STAINLESS
STEEL PANEL (WHERE OCCURS)
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
/4
/5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A1.4
3/4" = 1'-0"
1 WALLTYPE 1
3/4" = 1'-0"
2 WALLTYPE 2
3/4" = 1'-0"
3 WALLTYPE 3
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
CEILING LEGEND
2'x4' ACCOUSTIC
CEILING TILE (TYPE I)
2'x2' ACCOUSTIC
CEILING TILE
CEILING HEIGHT
LIGHT FIXTURES
MECHANICAL
DIFFUSERS
9'-0"
EXPOSED FRAMING
(PAINTED)
PRE-FINISHED METAL
SOFFIT
TECTUM SOUND
PANELS
GENERAL NOTES
A - PRIOR TO INSTALLATION OF THE CEILING SYSTEM,
ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION AND
CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR
WORK WITH THE REFLECTED CEILING PLAN. IF ANY
CONFLICTS OCCUR, CONSULT THE ARCHITECT FOR
VERIFICATION.
B - ALL CEILING HEIGHTS ARE BASED OFF OF THE
FINISHED FLOOR ELEVATION IN THEIR RESPECTIVE
AREAS.
2'x4' VINYL ACCOUSTIC
CEILING TILE (WASHABLE)
C1
5/8" GYP. BOARD
(TEXTURED AND
PAINTED)
C2
C5
C4
C6
C7
C1
5/8" GYP. BOARD
(TEXTURED AND EPOXY
PAINTED)
C3
5/8" GYP. BOARD CEILING
CLOUD
C8
WALL LINE
1" METAL "L"
MOLD
METAL GRID CLIP
AT WALL CONNECTION
LAY-IN CEILING
PANEL METAL "T"
GRID
#9 WIRE AT 4' O.C. TO
STRUCTURE ABOVE
1 1/2" MAIN RUNNER CHANNELS
AT 48" O.C.
#9 WIRES AT 36" O.C. TO
STRUCTURE ABOVE
7/8" HAT CHANNELS AT
16" O.C..
METAL "L" WALL/CEILING
MOLD
WALL LINE
5/8" TEXTURED AND PAINTED
GYPSUM BOARD
DASHED LINE INDICATES 12x12
GLUE UPCEILING TILE
(WHERE OCCURS)
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A2.1
1/16" = 1'-0"
OVERALL MAIN FLOOR REFLECTED
3/4" = 1'-0"
LAY-IN CEILING
N O
R T
H
3/4" = 1'-0"
SUSPENDED CEILING DETAIL
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
GENERAL NOTES
A - PRIOR TO INSTALLATION OF THE CEILING SYSTEM,
ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION AND
CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR
WORK WITH THE REFLECTED CEILING PLAN. IF ANY
CONFLICTS OCCUR, CONSULT THE ARCHITECT FOR
VERIFICATION.
B - ALL CEILING HEIGHTS ARE BASED OFF OF THE
FINISHED FLOOR ELEVATION IN THEIR RESPECTIVE
AREAS.
CEILING LEGEND
2'x4' ACCOUSTIC
CEILING TILE (TYPE I)
CEILING HEIGHT
LIGHT FIXTURES
MECHANICAL
DIFFUSERS
9'-0"
C1
5/8" GYP. BOARD
(TEXTURED AND
PAINTED)
C2
C1
5/8" GYP. BOARD
(TEXTURED AND EPOXY
PAINTED)
C3
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
8' - 0"
C1
8' - 5"
C1
8' - 0"
C1
8' - 0"
C1
8' - 0"
C5
8' - 0"
C1
8' - 5"
C1
8' - 0"
C1
8' - 0"
C1
8' - 0"
C1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.11
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
8' - 0"
C1
8' - 0"
C1
8' - 0"
C1
A2.1
A2.1
A2.1
A2.1
A2.1
9' - 0"
C2
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A2.1A
SHEET NOTES
1/8" = 1'-0"
MAIN FLOOR REFLECTED AREA "A"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
A - PRIOR TO INSTALLATION OF THE CEILING SYSTEM,
ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION AND
CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR
WORK WITH THE REFLECTED CEILING PLAN. IF ANY
CONFLICTS OCCUR, CONSULT THE ARCHITECT FOR
VERIFICATION.
B - ALL CEILING HEIGHTS ARE BASED OFF OF THE
FINISHED FLOOR ELEVATION IN THEIR RESPECTIVE
AREAS.
CEILING LEGEND
2'x4' ACCOUSTIC
CEILING TILE (TYPE I)
CEILING HEIGHT
LIGHT FIXTURES
MECHANICAL
DIFFUSERS
9'-0"
C1
5/8" GYP. BOARD
(TEXTURED AND
PAINTED)
C2
C1
5/8" GYP. BOARD
(TEXTURED AND EPOXY
PAINTED)
C3
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
8' - 0"
C1
8' - 0"
C18' - 0"
C1
8' - 0"
C1
9' - 0"
C1
9' - 0"
C1
8' - 0"
C1
8' - 0"
C1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:5
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A2.1B
SHEET NOTES
1/8" = 1'-0"
MAIN FLOOR REFLECTED AREA "B"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1 9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
9' - 0"
C1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
GENERAL NOTES
A - PRIOR TO INSTALLATION OF THE CEILING SYSTEM,
ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION AND
CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR
WORK WITH THE REFLECTED CEILING PLAN. IF ANY
CONFLICTS OCCUR, CONSULT THE ARCHITECT FOR
VERIFICATION.
B - ALL CEILING HEIGHTS ARE BASED OFF OF THE
FINISHED FLOOR ELEVATION IN THEIR RESPECTIVE
AREAS.
CEILING LEGEND
2'x4' ACCOUSTIC
CEILING TILE (TYPE I)
CEILING HEIGHT
LIGHT FIXTURES
MECHANICAL
DIFFUSERS
9'-0"
C1
5/8" GYP. BOARD
(TEXTURED AND
PAINTED)
C2
C1
5/8" GYP. BOARD
(TEXTURED AND EPOXY
PAINTED)
C3
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
O J E
C T
T
IT
L E
CHECKED BY:
DATE:
PROJECT #:
N
O R
R
E E
T S
P A
N I S
H
F
O R
K
U
T A
H
W W
W K
M A
A R
C H
I T
E C
T S
C
O M
REVISIONS:
T H
IS
P
R
IN
T A
N D
A L L I N
F O
R M
A T
IO
N
H E
R E
O N
I S
T H
E P
R O
P E
R T
Y O
F K
M A
A R
C H
IT
E
C T
S A
N D
S H
A L L N
O T
B E
U S
E D
O N
A N
Y O
T H
E R
J O
B W
IT
H
O U
T W
R
IT
T E
N P
E R
M
IS
S
IO
N O
F T
H E
A R
C H
IT
E
C T
A s i n d ic a te d /5
/2
:2
:1
A
M
S A
L L Y
M A
U R
O E
L E
M E
N T
A R
Y H
E L P
E R
U
T
C A
R B
O N
C O
U N
T Y
S C
H O
O L D
IS
T
R
IC
T
N
D A
V E
174824
BRS
JR
FEB 2026
A2.1C
SHEET NOTES
1/8" = 1'-0"
MAIN FLOOR REFLECTED AREA "C"
N O
R T
H
N O
T F
O R
C O
N S
T R
U C
T
IO
N R
E F
E R
E N
C E
O N
LY
A - PRIOR TO INSTALLATION OF THE CEILING SYSTEM,
ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION AND
CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR
WORK WITH THE REFLECTED CEILING PLAN. IF ANY
CONFLICTS OCCUR, CONSULT THE ARCHITECT FOR
VERIFICATION.
B - ALL CEILING HEIGHTS ARE BASED OFF OF THE
FINISHED FLOOR ELEVATION IN THEIR RESPECTIVE
AREAS.
CEILING LEGEND
2'x4' ACCOUSTIC
CEILING TILE (TYPE I)
CEILING HEIGHT
LIGHT FIXTURES
MECHANICAL
DIFFUSERS
9'-0"
C1
5/8" GYP. BOARD
(TEXTURED AND
PAINTED)
C2
C1
5/8" GYP. BOARD
(TEXTURED AND EPOXY
PAINTED)
C3
KEY PLAN
AREA "A"
AREA "B"
AREA "C"
AREA "D"
DRAWN BY:
P R
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