| Pender HS Food Lab Renovation
SCHEMATIC DESIGN
5380 NC-53 2026.09.08
Burgaw, North Carolina 28425 7201-261295 |
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| 101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
ARCHITECTURAL
LS3P
LS3P
101 N 3rd St #500
Wilminton, NC 28401
910.790.9901
910.790.3111
Matt Bramstedt
mattbramstedt@ls3p.com
STRUCTURAL ENGINEERING
WOODS ENGINEERING
Woods Engineering
254 North Front Street, Suite 201
Wilmington, NC 28401
910.343.8007
910.343.8088
Adam Sisk
adam@woodseng.com
MEP ENGINEERING
CHEATHAM & ASSOCIATES
Cheatham & Associates
3412 Enterprise Dr
Wilmington, NC 28405
910.452.4210
910.452.4211
Ken Lynch
klynch@cheathampa.com |
|
| COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR |
| ELECTRONIC DRAWINGS AND DOCUMENTATION MAY |
| NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN |
:TCEJORP
P3SL
Pender HS Food Lab Renovation
SCHEMATIC DESIGN
5380 NC-53 2026.09.08
Burgaw, North Carolina 28425 7201-261295
N
R O
ARCHITECTURAL O T I
F
C
T U
LS3P O R
N T
S
N
O
C
LS3P
COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR
101 N 3rd St #500 ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
Wilminton, NC 28401
910.790.9901
910.790.3111
Matt Bramstedt
mattbramstedt@ls3p.com
STRUCTURAL ENGINEERING
WOODS ENGINEERING
Woods Engineering
254 North Front Street, Suite 201
Wilmington, NC 28401
910.343.8007
910.343.8088
Adam Sisk
adam@woodseng.com
DATE DESCRIPTION
MEP ENGINEERING
CHEATHAM & ASSOCIATES
Cheatham & Associates
3412 Enterprise Dr
Wilmington, NC 28405
910.452.4210
910.452.4211
Ken Lynch
klynch@cheathampa.com
SHEET NAME:
COVER SHEET
ORIG SUBMISSION:
SHEET:
G-1
592162-1027
Pender County
Board of
Education
2026.07.15
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
A 2026.09.01 PRELIMINARY DESIGN
B 2026.09.08 SCHEMATIC DESIGN
PROGRESS
| EGRESS PATHS- LEVEL 1 |
|
| PATH |
DISTANCE |
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CODE COMPLIANCE NOTES BY # |
| NUMBER |
NOTE |
| NUMBER NAME |
EX
AREA OCCUPANTS HOR |
| AREA PER
OCCUPANT |
OCCUPANTS_
CALCULATED |
| CODE COMPLIANCE LEGEND |
| DISTANCE-COMMON PATH OF TRAVEL
Cx 11'-6"
DISTANCE-EGRESS PATH
Ex 11'-6"
DISTANCE-BETWEEN FIRE EXTINGUISHERS
Fx 11'-6"
PATH DISTANCE
PATH NUMBER
PATH
BUILDING ELEMENTS
20MIN FIRE RATED DOOR
45MIN FIRE RATED DOOR
60MIN FIRE RATED DOOR
90MIN FIRE RATED DOOR
120MIN FIRE RATED DOOR
180MIN FIRE RATED DOOR
EXIT DOOR
EGRESS WIDTH (INCHES)
34" 168
EXIT CAPACITY (OCCUPANTS)
31 [EGRESS WIDTH / 0.2]
120 ANTICIPATED LOAD (OCCUPANTS)
DOOR FIRE RATING (MINUTES)
EXIT STAIR
EGRESS WIDTH (INCHES)
48" 160
EXIT CAPACITY (OCCUPANTS)
137
[DOOR EGRESS WIDTH/0.3]
STAIR 4 ANTICIPATED LOAD (OCCUPANTS)
STAIR IDENTIFICATION
EXIT SIGN: AT EXIT (ONE SIDED)
EXIT SIGN: EXIT DIRECTION (ONE SIDED)
EXIT SIGN: MULTIPLE EXIT DIRECTION
(ONE SIDED)
EXIT SIGN: TWO FILLED QUADRANTS
INDICATE TWO SIDED SIGN (HATCHED
AREAS INDICATE DIRECTIONS SIGN IS
VISIBLE FROM)
FIRE EXTINGUISHERS & CABINETS
FE01 ON HOOKS
FEC13 SURFACE MOUNT
FEC12 SEMI RECESSED
FEC11 RECESSED |
| EMERGENCY RESPONDER RADIO |
| COMMUNICATIONS SYSTEM
IT IS UNDERSTOOD AND ACKNOWLEDGED THAT IF THE EMERGENCY RESPONDER
RADIO COMMUNICATIONS SIGNAL IS BELOW ACCEPTABLE LEVELS AS DEFINED
BELOW A BDA WILL BE REQUIRED TO BE INSTALLED BEFORE ISSUANCE OF
CERTIFICATE OF OCCUPANCY.
MINIMUM ACCEPTABLE SIGNAL STRENGTH WILL BE AS FOLLOWS:
RADIO COVERAGE REQUIREMENTS
CRITICAL AREAS TO INCLUDE FIRE COMMAND CENTERS, FIRE PUMP ROOMS, EXIT
STAIRS, EXIT PASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, SPRINKLER
SECTIONAL VALVE LOCATIONS, AND OTHER AREAS DEEMED CRITICAL BY THE
AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED WITH 99% FLOOR AREA
RADIO COVERAGE. GENERAL BUILDING AREAS SHALL BE PROVIDED WITH 95% FLOOR
AREA RADIO COVERAGE.
SIGNAL STRENGTH REQUIREMENTS
MINIMUM INBOUND SIGNAL STRENGTH OF -95 DBM SHALL BE PROVIDED
THROUGHOUT THE COVERAGE AREA WITH AN INBOUND SIGNAL LEVEL OF DAQ 3.0
MINIMUM OUTBOUND SIGNAL STRENGTH OF -95 DBM AT THE DONOR SITE SHALL BE
PROVIDED FROM THE COVERAGE AREA WITH AN OUTBOUND SIGNAL LEVEL OF DAQ
3.0. |
| PARTITION GRAPHICS |
| GRAPHIC SAMPLE:1 HOUR RATED CMU FIRE/SMOKE BARRIER:
-SEE FILL PATTERN LEGEND FOR FIRE-RESISTANCE RATING
-SEE COLOR LEGEND FOR HEIGHT CONDITION AND FIRE/SMOKE C1M8
PROTECTION TYPE
-SEE PARTITION TAG AND SCHEDULE FOR COMPLETE PARTITION
INFORMATION
FILL PATTERN LEGEND
30 MIN-RATED PARTITION
1 HOUR-RATED PARTITION
2 HOUR-RATED PARTITION
3 HOUR-RATED PARTITION
4 HOUR-RATED PARTITION
COLOR LEGEND
NON-RATED PARTITION TO 6" ABOVE CEILING, U.N.O.
NON-RATED PARTITION TO DECK
NON-RATED SMOKE PARTITIONTO DECK
RATED SMOKE BARRIERTO DECK
RATED FIRE PARTITIONTO DECK
RATED FIRE/SMOKE BARRIERTO DECK
RATED FIRE BARRIERTO DECK
RATED FIRE WALLTO DECK |
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DATE |
DESCRIPTION |
| A |
2026.09.08 |
SCHEMATIC DESIGN |
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3 S1
GRAPHIC SAMPLE:1 HOUR RATED CMU FIRE/SMOKE BARRIER:
-SEE FILL PATTERN LEGEND FOR FIRE-RESISTANCE RATING
-SEE COLOR LEGEND FOR HEIGHT CONDITION AND FIRE/SMOKE
PROTECTION TYPE
-SEE PARTITION TAG AND SCHEDULE FOR COMPLETE PARTITION
INFORMATION
FILL PATTERN LEGEND
30 MIN-RATED PARTITION
1 HOUR-RATED PARTITION
2 HOUR-RATED PARTITION
3 HOUR-RATED PARTITION
4 HOUR-RATED PARTITION
COLOR LEGEND
NON-RATED PARTITION TO 6" ABOVE CEILING, U.N.O.
NON-RATED PARTITION TO DECK
NON-RATED SMOKE PARTITIONTO DECK
RATED SMOKE BARRIERTO DECK
RATED FIRE PARTITIONTO DECK
RATED FIRE/SMOKE BARRIERTO DECK
RATED FIRE BARRIERTO DECK
RATED FIRE WALLTO DECK
C1M8
CODE COMPLIANCE LEGEND
DISTANCE-COMMON PATH OF TRAVEL
Cx 11'-6"
DISTANCE-EGRESS PATH
Ex 11'-6"
DISTANCE-BETWEEN FIRE EXTINGUISHERS
Fx 11'-6"
PATH DISTANCE
PATH NUMBER
PATH
BUILDING ELEMENTS
20MIN FIRE RATED DOOR
45MIN FIRE RATED DOOR
60MIN FIRE RATED DOOR
90MIN FIRE RATED DOOR
120MIN FIRE RATED DOOR
180MIN FIRE RATED DOOR
EXIT DOOR
EGRESS WIDTH (INCHES)
34" 168
EXIT CAPACITY (OCCUPANTS)
31 [EGRESS WIDTH / 0.2]
120 ANTICIPATED LOAD (OCCUPANTS)
DOOR FIRE RATING (MINUTES)
EXIT STAIR
EGRESS WIDTH (INCHES)
48" 160
EXIT CAPACITY (OCCUPANTS)
137
[DOOR EGRESS WIDTH/0.3]
STAIR 4 ANTICIPATED LOAD (OCCUPANTS)
STAIR IDENTIFICATION
EXIT SIGN: AT EXIT (ONE SIDED)
EXIT SIGN: EXIT DIRECTION (ONE SIDED)
EXIT SIGN: MULTIPLE EXIT DIRECTION
(ONE SIDED)
EXIT SIGN: TWO FILLED QUADRANTS
INDICATE TWO SIDED SIGN (HATCHED
AREAS INDICATE DIRECTIONS SIGN IS
VISIBLE FROM)
FIRE EXTINGUISHERS & CABINETS
FE01 ON HOOKS
FEC13 SURFACE MOUNT
FEC12 SEMI RECESSED
FEC11 RECESSED
EMERGENCY RESPONDER RADIO
COMMUNICATIONS SYSTEM
IT IS UNDERSTOOD AND ACKNOWLEDGED THAT IF THE EMERGENCY RESPONDER
RADIO COMMUNICATIONS SIGNAL IS BELOW ACCEPTABLE LEVELS AS DEFINED
BELOW A BDA WILL BE REQUIRED TO BE INSTALLED BEFORE ISSUANCE OF
CERTIFICATE OF OCCUPANCY.
MINIMUM ACCEPTABLE SIGNAL STRENGTH WILL BE AS FOLLOWS:
RADIO COVERAGE REQUIREMENTS
CRITICAL AREAS TO INCLUDE FIRE COMMAND CENTERS, FIRE PUMP ROOMS, EXIT
STAIRS, EXIT PASSAGEWAYS, ELEVATOR LOBBIES, STANDPIPE CABINETS, SPRINKLER
SECTIONAL VALVE LOCATIONS, AND OTHER AREAS DEEMED CRITICAL BY THE
AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED WITH 99% FLOOR AREA
RADIO COVERAGE. GENERAL BUILDING AREAS SHALL BE PROVIDED WITH 95% FLOOR
AREA RADIO COVERAGE.
SIGNAL STRENGTH REQUIREMENTS
MINIMUM INBOUND SIGNAL STRENGTH OF -95 DBM SHALL BE PROVIDED
THROUGHOUT THE COVERAGE AREA WITH AN INBOUND SIGNAL LEVEL OF DAQ 3.0
MINIMUM OUTBOUND SIGNAL STRENGTH OF -95 DBM AT THE DONOR SITE SHALL BE
PROVIDED FROM THE COVERAGE AREA WITH AN OUTBOUND SIGNAL LEVEL OF DAQ
3.0.
PARTITION GRAPHICS
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
63:82:5
6202/3/9
LIFE SAFETY PLAN-
LEVEL 1
G-101
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
EGRESS PATHS- LEVEL 1 EXITING REQUIREMENTS- LEVEL 1 LIFE SAFETY- OCCUPANTS- LEVEL 1 CODE COMPLIANCE NOTES BY #
PATH DISTANCE EXIT WIDTHS REQUIRED AREA PER OCCUPANTS_ NUMBER NOTE
NUMBER NAME AREA OCCUPANTS HORIZ EXITS STAIRS NUMBER NAME AREA AREA FUNCTION (OLF) OCCUPANT CALCULATED
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
TRUE PROJECT
CODE COMPLIANCE PLAN- LEVEL 1
NORTH NORTH
A1
1/8" = 1'-0"
PROGRESS
| DEMOLITION NOTES BY NUMBER |
| NOTE |
|
| SAWCUT CONCRETE SLAB AND TRENCH FOR INSTALLATION OF NEW PLUMBING AND ELECTRICAL |
| DEMO EXISTING VCT FLOORING THROUGHOUT |
| DEMO NON-LOADBEARING CMU WALL (10') |
| REMOVE DOOR AND TURN OVER TO OWNER, DEMO FRAME |
| DEMO TOILET AND ASSOCIATED PLUMBING; CAP OFF PLUMBING |
| DEMO SINK AND ASSOCIATED PLUMBING; CAP OFF PLUMBING |
| DEMO COUNTER |
| DEMO ENTIRE RUN OF BASE CABINETS, COUNTER, AND UPPER CABINETS |
| DEMO STUD WALL IN ITS ENTIRETY |
| DEMO TOILET ACCESSORIES |
| REMOVE DOOR AND TURN OVER TO OWNER, EXISTING HM FRAME TO REMAIN |
|
DEMOLITION RCP NOTES BY NUMBER |
| NOTE |
|
| DEMO EXISTING CEILING AND DEVICES INCLUDING DIFFUSERS, AND LIGHTS |
| REMOVE, SALVAGE AND TURN OVER TO OWNER WAP DEVICES, CEILING MOUNTED PROJECTOR, AND TRACK LIGHTS |
| REMOVE EXIT SIGN FOR REINSTALLATION AT SAME LOCATION |
| REMOVE WALL MOUNTED FIRE ALARM AND COORD WITH ELEC FOR REINSTALLATION |
| DEMO WALL MOUNTED BELL |
| DEMO WALL MOUNTED GRAB BAR |
| REMOVE ALL SURFACE MOUNTED CONDUIT AND OUTLETS THROUGHOUT THE ENTIRE SPACE |
| REMOVE, SALVAGE AND TURN OVER TO OWNER SURFACE MOUNTED FIRE EXTINGUISHER CABINET |
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3 S1 |
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AT |
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119'-7 |
" |
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1 |
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AT11 |
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9'-0" |
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| 9
5
CONFIRM PLUMBING
KEYNOTES WITH CAPA
6
CONFIRM TRENCH
LOCATION WITH CAPA
10
4
3
3
10
3
6
8
6 |
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| DEMOLITION RCP SHEET NOTES |
| A. SEE G - 0 0 1 FOR SHEET-SPECIFIC GRAPHICS & SYMBOLS.
B. NUMBERED KEY NOTES DO NOT IMPLY SEQUENCE. CONTRACTOR TO PERFORM
DEMOLITION WORK AS REQUIRED PER WORK SEQUENCE.
C. DEMOLITION DRAWINGS ARE INTENDED TO SHOW GENERAL AREAS OF
DEMOLITION AS WELL AS GENERAL EXISTING CONDITIONS. THEY DO NOT SHOW
ALL WORK WHICH MAY BE NECESSARY. COMPARE WITH DRAWINGS INDICATING
NEW CONSTRUCTION.
D. REFER TO OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION ON DEMOLITION. REFER TO MECHANICAL, ELECTRICAL, AND
P L U M B I N G D E M O L I T I O N D R A W I N G S F O R A D D I T I O N A L IO N R F O R M A T I O N .
I H E G F . . . . . A E O T E V U V W O S T O H R X E N E T N R R A A I R R E E D A S T S I P B S C I I U T E C F R T N A I T I T L Y R A A O Y N O R I H R D P B Z N G T T D T F O E P R A T E H I T E I O P F E W L I D R R Q O R MA N T O Y A L F S I RH U O A T O G O A Z D N I H T N I EI C A E N F R T L C C H E N A T C S I T D I T E D K T A O N E E O N E O E O M I D T O G A N T P T Y L N N A R S S E C N E O S , R Y O R D W S S E C T M W O R T S C R I , M R T O E H E U C T H H H F E I U S E R A S O E P S E O M I I T S C V C R K C T N A N N R A E E H T G . T P I S O C M E N I C I E N B P E O A T E D P A T T E D E N E N R S S O R I E A N A O S C U E H I N R O I S O T C N F Y A N A T R A P O O R D R I L A T L O N I R N E L I N N I O I N T C G L D O R S B A T Y O P A A I H P V C E T L H E E T D D I T E S L R D M A N E E E T I I R T NE D T U D S R A D E Q A M D E E G I C C I N M N S R U F M D A R , T A G E . P O A T S N O I S E O O C O T - R E O E L P A N N E T U R I C N A T F R H S R A I S U S Z T N O E E D T A R O T U R C M CA N E F B R I P N I I R L O T L M O E R L U P Y E O T Y E S N C V O C O I S , NS . S P A L M T . A R GE T L I U T L E T C R I A I R A S O U F U R A N O N R N C M L S R / E O T C S D D T I T O I O , R N O , E N L N A B S O T P S W R U I C S R A T A L I . D E R N A I C N F V U G T E B O E I P C S D E O R N L T A , N P A T I A R O R , C L I N I N E L O G . R
J. DO NOT ALLOW MATERIAL AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES
TO ACCUMULATE ON THE JOB SITE. REMOVE DAILY AND DISPOSE OF IN A LEGAL
MANNER. NO ON-SITE SALE OR BURNING OF REMOVED ITEMS IS PERMITTED.
K. TERMINATE AND CAP UTILITIES IN WALLS, CEILINGS, AND FLOORS, NOTED TO BE
REMOVED AND NOT INTENDED FOR REUSE.
L. PREPARE AND PATCH SURFACES THAT ARE TO RECEIVE NEW FINISHES
REQUIRED AFTER REMOVING OR RELOCATING DEVICES, WIRING OR OTHER
APPURTENANCES, REFER TO FINISH SCHEDULE FOR NEW FINISHES.
M. MAINTAIN EXISTING FINISHES, OPERATIONAL CHARACTERISTICS, AND
APPEARANCE OF ITEMS SCHEDULED TO REMAIN OR BE REUSED.
N. IN THE EVENT THAT ANY PARTY ENCOUNTERS SUSPECTED ASBESTOS,
HAZARDOUS OR OTHER TOXIC MATERIAL AT THE JOB SITE, OR SHOULD IT
BECOME KNOWN THAT SUCH MATERIAL MAY BE PRESENT AT THE JOB SITE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT IMMEDIATELY IN
WRITING. |
| DEMOLITION PLAN SHEET NOTES |
| A. SEE G - 0 0 1 FOR SHEET-SPECIFIC GRAPHICS & SYMBOLS.
B. NUMBERED KEY NOTES DO NOT IMPLY SEQUENCE. CONTRACTOR TO PERFORM
DEMOLITION WORK AS REQUIRED PER WORK SEQUENCE
C. DEMOLITION DRAWINGS ARE INTENDED TO SHOW GENERAL AREAS OF
DEMOLITION AS WELL AS GENERAL EXISTING CONDITIONS. THEY DO NOT SHOW
ALL WORK WHICH MAY BE NECESSARY. COMPARE WITH DRAWINGS INDICATING
NEW CONSTRUCTION.
D. REFER TO OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION ON DEMOLITION. REFER TO MECHANICAL, ELECTRICAL, AND
PLUMBING DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
E. EXISTING WORK TO REMAIN SHALL BE TEMPORARILY SECURED, BRACED,
STABILIZED AND PROTECTED UNTIL PERMANENT CONSTRUCTION IS IN PLACE.
F. THE CONTRACTOR MUST MAINTAIN ADEQUATE SUPPORT FOR INSULATION,
WATERPROOFING, EMERGENCY LIGHTING, SECURITY, ALARMS, ETC. FOR ALL
OR PART OF ITEMS WHICH ARE TO REMAIN.
G. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION
AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
H. VERIFY THAT CONSTRUCTION INDICATED FOR REMOVAL IS NOT LOAD BEARING
OR IS ADEQUATELY SHORED AS INDICATED ON STRUCTURAL DRAWINGS PRIOR
TO STARTING ANY WORK.
I. ERECT BARRICADES, FENCES OR OTHER SECURABLE MEANS TO PREVENT
UNAUTHORIZED ACCESS INTO CONSTRUCTION ZONES.
J. DO NOT ALLOW MATERIAL AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES
TO ACCUMULATE ON THE JOB SITE. REMOVE DAILY AND DISPOSE OF IN A LEGAL
MANNER. NO ON-SITE SALE OR BURNING OF REMOVED ITEMS IS PERMITTED.
K. TERMINATE AND CAP UTILITIES IN WALLS, CEILINGS, AND FLOORS, NOTED TO BE
REMOVED AND NOT INTENDED FOR REUSE.
L. PREPARE AND PATCH SURFACES THAT ARE TO RECEIVE NEW FINISHES
REQUIRED AFTER REMOVING OR RELOCATING DEVICES, WIRING OR OTHER
APPURTENANCES, REFER TO FINISH SCHEDULE FOR NEW FINISHES.
M. MAINTAIN EXISTING FINISHES, OPERATIONAL CHARACTERISTICS, AND
APPEARANCE OF ITEMS SCHEDULED TO REMAIN OR BE REUSED.
N. IN THE EVENT THAT ANY PARTY ENCOUNTERS SUSPECTED ASBESTOS,
HAZARDOUS OR OTHER TOXIC MATERIAL AT THE JOB SITE, OR SHOULD IT
BECOME KNOWN THAT SUCH MATERIAL MAY BE PRESENT AT THE JOB SITE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT IMMEDIATELY IN
WRITING. |
| B |
2026.09.08 |
SCHEMATIC DESIGN |
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3 S1 3 S1
9
3
5
CONFIRM PLUMBING
KEYNOTES WITH CAPA
7
6
AT119'-11"
CONFIRM TRENCH
8
LOCATION WITH CAPA
1
10
6
4
3
3
2
7 1 4
AT117'-1" AT117'-4"
1 1
10 10
5
3
DEMOLITION RCP SHEET NOTES
6
A. SEE G - 0 0 1 FOR SHEET-SPECIFIC GRAPHICS & SYMBOLS.
B. NUMBERED KEY NOTES DO NOT IMPLY SEQUENCE. CONTRACTOR TO PERFORM
DEMOLITION WORK AS REQUIRED PER WORK SEQUENCE.
C. DEMOLITION DRAWINGS ARE INTENDED TO SHOW GENERAL AREAS OF
AT119'-7"
DEMOLITION AS WELL AS GENERAL EXISTING CONDITIONS. THEY DO NOT SHOW
1 ALL WORK WHICH MAY BE NECESSARY. COMPARE WITH DRAWINGS INDICATING
NEW CONSTRUCTION.
D. REFER TO OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION ON DEMOLITION. REFER TO MECHANICAL, ELECTRICAL, AND
2
6 8 I H E G F . . . . . A E O T
P
E V U V W O S T O H R
L
X E N E T N R R A
U
A I R R E E D A S T S I P
M
B S C I I U T E C F R T N A I T
B
I T L Y R A A O Y N O R I
I
H R D P B Z
N
N G T T D T F O E P R A T E
G
H I T E I O P F E W L I D R R Q O R MA N T O Y A
D
L F S I RH U O A T O G O A Z D N I
E
H T N I EI C A E N F R T L C C
M
H E N A T C S I T D I T E D K T A O N E E O N E
O
O E O M I D T O G A N T P T Y L
L
N N A R S S E C N E O S , R Y
I
O R D W
T
S S E C T M W O R T
I
S C R I ,
O
M R T O E H E U C T H H H F E I
N
U S E R A S O E P S E O M I I T S C V C R K C T N A
D
N N R A E E H T G . T P I S
R
O C M E N I C I E N B P E O A
A
T E D P A T T E D E N E N R
W
S S O R I E A N A O S C U E H I N R O
I
I S O T C
N
N F Y A N A T R A P O O R
G
D R I L A T L O N I R N E L I N N I O
S
I N T C G L D O R S B A T Y O P A A
F
I H P V C E T L H E E
O
T D D I T E S L R D M A N E E
R
E T I I R T NE D T U D S R A D E Q A M D E E
A
G I C C I N M N S R U F M D A
D
R , T A G E . P O A T S N O
D
I S E O O C O T - R E O E L
I
P A
T
N N E T U R I C N A T F R
I
H S R
O
A I S U S Z T N O E E D T A R
N
O T U R C M CA N E F B R I
A
P N I I R L O T L M O E R L U
L
P Y E O T Y E S N C V O C O I S
IO
, NS
N
. S P A L M T . A R
R
GE
F
T L I U T L E T C
O
R I A I R A S O U F U
R
R A N O N R N C
M
M L S R / E O T
A
C S D D T I T
T
O I O , R N O ,
I
E N L
O
N A B S O T P S
N
W R U I C S R A T
.
A L I . D E R N A I C N F V U G T E B O E I P C S D E O R N L T A , N P A T I A R O R , C L I N I N E L O G . R
J. DO NOT ALLOW MATERIAL AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES
TO ACCUMULATE ON THE JOB SITE. REMOVE DAILY AND DISPOSE OF IN A LEGAL
MANNER. NO ON-SITE SALE OR BURNING OF REMOVED ITEMS IS PERMITTED.
K. TERMINATE AND CAP UTILITIES IN WALLS, CEILINGS, AND FLOORS, NOTED TO BE
REMOVED AND NOT INTENDED FOR REUSE.
L. PREPARE AND PATCH SURFACES THAT ARE TO RECEIVE NEW FINISHES
6
REQUIRED AFTER REMOVING OR RELOCATING DEVICES, WIRING OR OTHER
APPURTENANCES, REFER TO FINISH SCHEDULE FOR NEW FINISHES.
M. MAINTAIN EXISTING FINISHES, OPERATIONAL CHARACTERISTICS, AND
APPEARANCE OF ITEMS SCHEDULED TO REMAIN OR BE REUSED.
N. IN THE EVENT THAT ANY PARTY ENCOUNTERS SUSPECTED ASBESTOS,
HAZARDOUS OR OTHER TOXIC MATERIAL AT THE JOB SITE, OR SHOULD IT
11
BECOME KNOWN THAT SUCH MATERIAL MAY BE PRESENT AT THE JOB SITE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT IMMEDIATELY IN
WRITING.
DEMOLITION PLAN SHEET NOTES
AT119'-0"
1
A. SEE G - 0 0 1 FOR SHEET-SPECIFIC GRAPHICS & SYMBOLS.
B. NUMBERED KEY NOTES DO NOT IMPLY SEQUENCE. CONTRACTOR TO PERFORM
DEMOLITION WORK AS REQUIRED PER WORK SEQUENCE
C. DEMOLITION DRAWINGS ARE INTENDED TO SHOW GENERAL AREAS OF
12 DEMOLITION AS WELL AS GENERAL EXISTING CONDITIONS. THEY DO NOT SHOW
ALL WORK WHICH MAY BE NECESSARY. COMPARE WITH DRAWINGS INDICATING
NEW CONSTRUCTION.
D. REFER TO OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION ON DEMOLITION. REFER TO MECHANICAL, ELECTRICAL, AND
PLUMBING DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
E. EXISTING WORK TO REMAIN SHALL BE TEMPORARILY SECURED, BRACED,
STABILIZED AND PROTECTED UNTIL PERMANENT CONSTRUCTION IS IN PLACE.
F. THE CONTRACTOR MUST MAINTAIN ADEQUATE SUPPORT FOR INSULATION,
WATERPROOFING, EMERGENCY LIGHTING, SECURITY, ALARMS, ETC. FOR ALL
OR PART OF ITEMS WHICH ARE TO REMAIN.
G. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION
AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
H. VERIFY THAT CONSTRUCTION INDICATED FOR REMOVAL IS NOT LOAD BEARING
OR IS ADEQUATELY SHORED AS INDICATED ON STRUCTURAL DRAWINGS PRIOR
TO STARTING ANY WORK.
I. ERECT BARRICADES, FENCES OR OTHER SECURABLE MEANS TO PREVENT
UNAUTHORIZED ACCESS INTO CONSTRUCTION ZONES.
J. DO NOT ALLOW MATERIAL AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES
TO ACCUMULATE ON THE JOB SITE. REMOVE DAILY AND DISPOSE OF IN A LEGAL
MANNER. NO ON-SITE SALE OR BURNING OF REMOVED ITEMS IS PERMITTED.
K. TERMINATE AND CAP UTILITIES IN WALLS, CEILINGS, AND FLOORS, NOTED TO BE
REMOVED AND NOT INTENDED FOR REUSE.
L. PREPARE AND PATCH SURFACES THAT ARE TO RECEIVE NEW FINISHES
REQUIRED AFTER REMOVING OR RELOCATING DEVICES, WIRING OR OTHER
APPURTENANCES, REFER TO FINISH SCHEDULE FOR NEW FINISHES.
M. MAINTAIN EXISTING FINISHES, OPERATIONAL CHARACTERISTICS, AND
APPEARANCE OF ITEMS SCHEDULED TO REMAIN OR BE REUSED.
N. IN THE EVENT THAT ANY PARTY ENCOUNTERS SUSPECTED ASBESTOS,
HAZARDOUS OR OTHER TOXIC MATERIAL AT THE JOB SITE, OR SHOULD IT
BECOME KNOWN THAT SUCH MATERIAL MAY BE PRESENT AT THE JOB SITE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT IMMEDIATELY IN
WRITING.
YLTCAXE
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LANIGIRO
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N
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C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
73:82:5
6202/3/9
DEMOLITION
FLOOR PLAN-
LEVEL 1- AREA A
AD-101A
592162-1027
Pender County
Board of
Education
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noitavoneR
35-CN
0835
52482
aniloraC htroN ,wagruB
DEMOLITION NOTES BY NUMBER DEMOLITION RCP NOTES BY NUMBER
NUMBER NOTE NUMBER NOTE
1 SAWCUT CONCRETE SLAB AND TRENCH FOR INSTALLATION OF NEW PLUMBING AND ELECTRICAL 1 DEMO EXISTING CEILING AND DEVICES INCLUDING DIFFUSERS, AND LIGHTS
2 DEMO EXISTING VCT FLOORING THROUGHOUT 2 REMOVE, SALVAGE AND TURN OVER TO OWNER WAP DEVICES, CEILING MOUNTED PROJECTOR, AND TRACK LIGHTS
3 DEMO NON-LOADBEARING CMU WALL (10') 3 REMOVE EXIT SIGN FOR REINSTALLATION AT SAME LOCATION
4 REMOVE DOOR AND TURN OVER TO OWNER, DEMO FRAME 4 REMOVE WALL MOUNTED FIRE ALARM AND COORD WITH ELEC FOR REINSTALLATION
5 DEMO TOILET AND ASSOCIATED PLUMBING; CAP OFF PLUMBING 5 DEMO WALL MOUNTED BELL
6 DEMO SINK AND ASSOCIATED PLUMBING; CAP OFF PLUMBING 6 DEMO WALL MOUNTED GRAB BAR
7 DEMO COUNTER 10 REMOVE ALL SURFACE MOUNTED CONDUIT AND OUTLETS THROUGHOUT THE ENTIRE SPACE 101 NORTH THIRD STREET, SUITE 500
8 DEMO ENTIRE RUN OF BASE CABINETS, COUNTER, AND UPPER CABINETS 11 REMOVE, SALVAGE AND TURN OVER TO OWNER SURFACE MOUNTED FIRE EXTINGUISHER CABINET WILMINGTON, NORTH CAROLINA 28401
8 DEMO STUD WALL IN ITS ENTIRETY TEL. 910.790.9901 FAX. 910.790.3111
9 DEMO TOILET ACCESSORIES WWW.LS3P.COM
12 REMOVE DOOR AND TURN OVER TO OWNER, EXISTING HM FRAME TO REMAIN
DATE DESCRIPTION
A 2026.09.01 PRELIMINARY DESIGN
B 2026.09.08 SCHEMATIC DESIGN
DEMOLITION PLAN- LEVEL 1- AREA A DEMOLITION-RCP-PARTIAL- LEVEL 1- AREA A
A1 A3
1/4" = 1'-0" 1/4" = 1'-0"
PROGRESS
|
NOITAVELE
3" x 2" x 5/16" STL.
TUBE POST
@ 4'-0" O.C. MAX.
WELDED TO
BASE PLATE
:FER
3-5/8" x 8" x 1/4" STL.
BASE PLATE
W/ 4 1/2" DIA. EXP.
ANCHORS
W/ 2 1/4 MIN.
EMBEDMENT
SECTION
3 5/8"
NOTE:
THIS COLUMN MUST
"2/1
FIT INSIDE A STUD
"8 WALL, THE BASE
1
PLATE SHOULD NOT
"3 EXTEND BEYOND FACE
OF STUD (TYP.)
"2/1
PLAN
1
(PARTITION - FREE STANDING SUPPORT)
FREE STANDING BASE
D3
1 1/2" = 1'-0" |
STEEL DECK
FASTENERS RE: STRUCT
"1
"2
"1
"4
"2
PARTITION WIDTH
EXPANSION HEAD
D4
3" = 1'-0"
DECK TYPE, |
DECK TYPE,
REF: STRUCT.
"8/1
REFER TO
CASING BEAD REFLECTED
EACH SIDE CEILING PLANS
FOR CEILING
STANDARD RUNNER
TYPE
TRACK
CONTINUOUS 2" WIDE
STUD WIDTH PER NEOPRENE FILLER
PARTITION TYPE
5/8" GYP. BD.
(PARTITION TERMINATED @ CEILING)
HEAD TO CEILING
D5
1 1/2" = 1'-0"
DECK TYPE, |
DECK TYPE,
REF: STRUCT.
BRACING @ 48" O.C.
MAX. ALTERNATE
BRACING
DIRECTION
"6
STANDARD RUNNER
TRACK REFER TO
REFLECTED
REFER TO CEILING PLANS
PARTITION TYPE FOR CEILING
FOR COMPOSITION TYPE
(PARTITION TERMINATED ABOVE
CEILING)
HEAD ABOVE CEILING
D6
1 1/2" = 1'-0"
DECK TYPE, |
|
|
REF: STRUCT.
MINERAL WOOL
FIRESAFING
PACK TIGHT
"2 "2
SPRAY-APPLIED
FIRE-RESISTIVE
MATERIAL EA. SIDE
STEEL CLIP
ANGLE REFER
TO STRUCT FOR
SIZE & SPACING
BOND BEAM
CMU WIDTH PER
PARTITION TYPE
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK -
FIRE RATED)
HEAD TO DECK "2"
C4
1 1/2" = 1'-0" |
REF: STRUCT.
SOUND
ATTENUATION
BLANKET
"2 "2
ACOUSTICAL
SEALANT EA. SIDE
STEEL CLIP
ANGLE REFER
TO STRUCT FOR
SIZE & SPACING
BOND BEAM
CMU WIDTH PER
PARTITION TYPE
CLEAN DRY SAND
OR SPECIFIED FILL
IN UNREINFORCED
CELLS
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK -
ACOUSTIC RATED)
HEAD TO DECK "2"
C5
1 1/2" = 1'-0" |
REF: STRUCT.
"2 "2
STEEL CLIP
ANGLE REFER
TO STRUCT
FOR SIZE &
SPACING
BOND BEAM
CMU WIDTH PER
PARTITION TYPE
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK)
HEAD TO DECK "2"
C6
1 1/2" = 1'-0" |
|
|
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
FIRESAFING
FIRE RATED
SEALANT,
EA. SIDE
"2 "2
CUT GYP. BD. TO
FOLLOW DECK PROFILE
(TYP.)
OFFSET DEFLECTION
TRACK, DO NOT
FASTEN TO PARTITION
REFER TO PARTITION
TYPE FOR
COMPOSITION
SOUND ATTENUATION
BLANKET @
ACOUSTICAL
PARTITIONS
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(PARTITION EXPANSION @ DECK -
ACOUSTIC & FIRE RATED)
HEAD TO DECK "2"
B4
1 1/2" = 1'-0" |
CUT GYP. BD. TO
FOLLOW DECK PROFILE
(TYP.)
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
.PYT
"1
-
"4/3 "1 "1
FIRE-RATED
SEALANT EA. SIDE
SLOTTED
DEFLECTION TRACK
DO NOT SECURE
GYP. BD. TO
DEFLECTION TRACK
REFER TO
PARTITION TYPE
FOR COMPOSITION
SOUND ATTENUATION
BLANKET @ ACOUSTICAL
PARTITIONS
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, SIM @ FLAT CONC. DECK
(PARTITION TO DECK - ACOUSTIC & FIRE
RATED)
HEAD TO DECK "1"
B5
1 1/2" = 1'-0" |
DECK TYPE,
REF: STRUCT.
ACOUSTICAL
SEALANT EA.
.PYT
SIDE
"1
-
"4/3 "1 "1
CUT GYP. BD. TO
FOLLOW DECK
PROFILE (TYP.)
SLOTTED
DEFLECTION TRACK
DO NOT SECURE
GYP. BD. TO
DEFLECTION TRACK
REFER TO
PARTITION TYPE
FOR COMPOSITION
SOUND
ATTENUATION
BLANKET
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(PARTITION TO DECK - ACOUSTIC
RATED)
HEAD TO DECK "1"
B6
1 1/2" = 1'-0" |
|
DATE |
DESCRIPTION |
| A |
2026.09.08 |
SCHEMATIC DESIGN |
|
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DECK TYPE,
REF: STRUCT.
"1
STANDARD
DEFLECTION
TRACK
REFER TO
PARTITION
TYPE FOR
COMPOSITION
PERPENDICULAR TO PARALLEL TO DECK RIBS
DECK
RIBS, OR FLAT CONC.
DECK
(PARTITION TO DECK)
"1
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
SPRAY-APPLIED
FIRE-RESISTIVE
MATERIAL EA. SIDE
SLOTTED
DEFLECTION TRACK
REFER TO PARTITION
TYPE FOR
COMPOSITION
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, SIM @ FLAT CONC. DECK
(PARTITION TO DECK - FIRE RATED &
ACOUSTIC)
"1 "1
DECK TYPE,
REF: STRUCT.
ACOUSTICAL
SEALANT EA.
SIDE
SLOTTED
DEFLECTION TRACK
REFER TO
PARTITION TYPE
FOR COMPOSITION
SOUND
ATTENUATION
BLANKET
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(PARTITION TO DECK - ACOUSTIC
RATED)
DO NOT SECURE
GYP. BD. TO
DEFLECTION TRACK
SOUND ATTENUATION
BLANKET @ ACOUSTICAL
PARTITIONS
.PYT
"1
-
"4/3 "1 "1
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
FIRE-RATED CUT GYP. BD. TO
SEALANT EA. SIDE FOLLOW DECK
PROFILE (TYP.)
SLOTTED
DEFLECTION TRACK
DO NOT SECURE
GYP. BD. TO
REFER TO DEFLECTION TRACK
PARTITION TYPE
FOR COMPOSITION
SOUND ATTENUATION
BLANKET @ ACOUSTICAL
PARTITIONS
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, SIM @ FLAT CONC. DECK
(PARTITION TO DECK - ACOUSTIC & FIRE
RATED)
.PYT
"1
-
"4/3 "1 "1
CUT GYP. BD. TO
FOLLOW DECK PROFILE
(TYP.)
DO NOT SECURE
GYP. BD. TO
DEFLECTION TRACK
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
FIRESAFING
SPRAY-APPLIED
FIRE RESISTIVE
MATERIAL,
EA. SIDE
OFFSET DEFLECTION
TRACK, DO NOT
FASTEN TO PARTITION
REFER TO PARTITION
TYPE FOR
COMPOSITION
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(PARTITION EXPANSION @ DECK -
FIRE RATED & ACOUSTIC)
"2 "2
DECK TYPE,
REF: STRUCT.
MINERAL WOOL
FIRESAFING
FIRE RATED
SEALANT,
EA. SIDE
OFFSET DEFLECTION
TRACK, DO NOT
FASTEN TO PARTITION
REFER TO PARTITION
TYPE FOR
COMPOSITION
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(PARTITION EXPANSION @ DECK -
ACOUSTIC & FIRE RATED)
CUT GYP. BD. TO
FOLLOW DECK PROFILE
(TYP.)
SOUND ATTENUATION
BLANKET @
ACOUSTICAL
PARTITIONS
"2 "2
DECK TYPE,
REF: STRUCT.
BOND BEAM
CMU WIDTH PER
PARTITION TYPE
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK)
CUT GYP. BD. TO
FOLLOW DECK PROFILE
(TYP.)
SOUND ATTENUATION
BLANKET @
ACOUSTICAL
PARTITIONS
"2 "2
DECK TYPE,
REF: STRUCT.
STEEL CLIP
ANGLE REFER
TO STRUCT
FOR SIZE &
SPACING
BOND BEAM
CMU WIDTH PER
PARTITION TYPE
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK -
FIRE RATED)
"2 "2
DECK TYPE,
REF: STRUCT.
STANDARD RUNNER
TRACK
REFER TO
PARTITION TYPE
FOR COMPOSITION
(PARTITION TERMINATED ABOVE
CEILING)
MINERAL WOOL
FIRESAFING
PACK TIGHT
SPRAY-APPLIED
FIRE-RESISTIVE
MATERIAL EA. SIDE
STEEL CLIP
ANGLE REFER
TO STRUCT FOR
SIZE & SPACING
"6
DECK TYPE,
REF: STRUCT.
BRACING @ 48" O.C.
MAX. ALTERNATE
BRACING
DIRECTION
REFER TO
CASING BEAD REFLECTED
EACH SIDE CEILING PLANS
FOR CEILING
STANDARD RUNNER
TYPE TRACK
CONTINUOUS 2" WIDE
STUD WIDTH PER NEOPRENE FILLER REFER TO
PARTITION TYPE REFLECTED
CEILING PLANS
5/8" GYP. BD. FOR CEILING
TYPE
(PARTITION TERMINATED @ CEILING)
"8/1
3" x 2" x 5/16" STL.
TUBE POST
@ 4'-0" O.C. MAX.
WELDED TO
BASE PLATE
3-5/8" x 8" x 1/4" STL.
BASE PLATE
W/ 4 1/2" DIA. EXP.
ANCHORS
W/ 2 1/4 MIN.
EMBEDMENT
NOITAVELE
:FER
SECTION
"8
3 5/8"
(PARTITION - FREE STANDING SUPPORT)
"2/1
1
"2/1
1
PLAN
"3
NOTE:
THIS COLUMN MUST
FIT INSIDE A STUD
WALL, THE BASE
PLATE SHOULD NOT
EXTEND BEYOND FACE
OF STUD (TYP.)
"2
"2
"1
"1
STEEL DECK
FASTENERS RE: STRUCT
PARTITION WIDTH
"4
DECK TYPE,
REF: STRUCT.
BOND BEAM
CLEAN DRY SAND
OR SPECIFIED FILL
IN UNREINFORCED
CELLS
PERPENDICULAR TO DECK PARALLEL TO DECK RIBS
RIBS, OR FLAT CONC. DECK
(CMU PARTITION EXPANSION @ DECK -
ACOUSTIC RATED)
"2 "2
FREE STANDING BASE EXPANSION HEAD HEAD TO CEILING HEAD ABOVE CEILING
D3 D4 D5 D6
1 1/2" = 1'-0" 3" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"
SOUND
ATTENUATION
BLANKET
ACOUSTICAL
SEALANT EA. SIDE
STEEL CLIP
ANGLE REFER
TO STRUCT FOR
SIZE & SPACING
CMU WIDTH PER
PARTITION TYPE
HEAD TO DECK "2" HEAD TO DECK "2"
C4 C6
1 1/2" = 1'-0" 1 1/2" = 1'-0"
HEAD TO DECK "2" HEAD TO DECK "1" HEAD TO DECK "1"
B4 B5 B6
1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"
HEAD TO DECK "2" HEAD TO DECK "1" HEAD TO DECK "1"
A4 A5 A6
1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I T
F C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
83:82:5
6202/3/9
PARTITION DETAILS
A-005
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
HEAD TO DECK "2"
C5
1 1/2" = 1'-0"
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
PROGRESS
|
DATE |
DESCRIPTION |
| A |
2026.09.08 |
SCHEMATIC DESIGN |
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A1
___A______-___1_____0_____1_____A________
4'-10 1/2"
3'-1 1/8"
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
83:82:5
6202/3/9
OVERALL FLOOR
PLAN- LEVEL 1
A-101
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
OVERALL FLOOR PLAN- LEVEL 1
A1
1/8" = 1'-0"
PROGRESS
|
RCP NOTES BY NUMBER |
| NUMBER |
NOTE |
| YLTCAXE
SI
EVOBA
NWO |
|
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STEEHS
SIHT
TA
GNOL |
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3 |
S1 |
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LC
"9-'5
LC
GB
LC
"9-'5 |
"23/12
5-'3
LC
"23/91
5-'3
QE
LC
QE
QE
LC
QE
QE
LC
QE
QE
219'-8"
PNT-2
LC
QE
QE
LC
QE
QE
LC
QE
6'-0" |
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H1 |
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H1 |
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H1 |
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FOOD LAB
100 |
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AT1110'-6" |
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H |
1 |
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ALIGN W |
ITH WALL EDG |
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FLOOR PLAN NOTES BY NUMBER |
| A. EXTERIOR DIMENSIONS AT MASONRY VENEER ARE COURSING, NOT ACTUAL
AND ARE TO FACE OF MASONRY.
B. EXTERIOR DIMENSIONS AT STUCCO VENEER ARE TO FACE OF METAL STUD.
C. EXTERIOR DIMENSIONS AT PRECAST ARE TO FACE OF PRECAST
D. INTERIOR DIMENSIONS INDICATED ARE TO FACE OF STUD, FACE OF MASONRY
AND CENTERLINES OF COLUMNS, UNO.
E. LOCATE DOOR OPENINGS 4" FROM NEAREST PERPENDICULAR WALL.
F. RATED WALLS/PARTITIONS TO BE CONSTRUCTED TIGHT TO STRUCTURE. ALL
PENETRATIONS AND TERMINAL JOINTS ARE TO BE INSTALLED AS SHOWN IN
APPLICABLE UL JOINT OR PENETRATION DETAIL.
G. WHERE PARTITIONS OF DIFFERENT FIRE RATINGS INTERSECT, THE HIGHEST
RATED PARTITION SHALL CONTINUE THROUGH. MAINTAIN PARTITION FIRE
RATING BEHIND RECESSED FIRE EXTINGUISHER CABINETS.
H. RATED WALLS INTERSECTING EXTERIOR WALLS SHALL EXTEND TO THE INSIDE
FACE OF EXTERIOR SHEATHING.
I. INSTALL BLOCKING IN PARTITIONS FOR CASEWORK, WALL MOUNTED
EQUIPMENT, TRIM, AND RELATED CONSTRUCTION.
J. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE RATED AND SMOKE WALLS
K. SEE SHEET A - 0 0 1 FOR CONSTRUCTION SUBSYSTEMS (OR PARTITION
SCHEDULE)
L. SEE SHEET A - 7 0 1 FOR INTERIOR ELEVATIONS, ACCESSORY DESCRIPTIONS &
MOUNTING HEIGHTS.
M. SEE STRUCTURAL DRAWINGS FOR SLAB DEPRESSIONS AND CUTOUTS.
N. SEE BUILDING ELEVATION DRAWINGS FOR LOCATION OF EXTERIOR MASONRY
CONTROL JOINTS.
O. FIELD VERIFY LOCATION OF INTERIOR WALL & CEILING CONTROL JOINTS
REQUIRED IN THE SPECIFICATION WITH ARCHITECT PRIOR TO INSTALLATION.
P. WALLS, INCLUDING GYP. BD. AT PERIMETER OF ROOMS/SPACES WITHOUT
CEILINGS, i.e. EXPOSED STRUCTURE, SHALL EXTEND TO STRUCTURE ABOVE. |
| PARTITION GRAPHICS |
| GRAPHIC SAMPLE:1 HOUR RATED CMU FIRE/SMOKE BARRIER:
-SEE FILL PATTERN LEGEND FOR FIRE-RESISTANCE RATING
-SEE COLOR LEGEND FOR HEIGHT CONDITION AND FIRE/SMOKE C1M8
PROTECTION TYPE
-SEE PARTITION TAG AND SCHEDULE FOR COMPLETE PARTITION
INFORMATION
FILL PATTERN LEGEND
30 MIN-RATED PARTITION
1 HOUR-RATED PARTITION
2 HOUR-RATED PARTITION
3 HOUR-RATED PARTITION
4 HOUR-RATED PARTITION
COLOR LEGEND
NON-RATED PARTITION TO 6" ABOVE CEILING, U.N.O.
NON-RATED PARTITION TO DECK
NON-RATED SMOKE PARTITIONTO DECK
RATED SMOKE BARRIERTO DECK
RATED FIRE PARTITIONTO DECK
RATED FIRE/SMOKE BARRIERTO DECK
RATED FIRE BARRIERTO DECK
RATED FIRE WALLTO DECK |
| A
B |
2026.09.01
2026.09.08 |
PRELIMINARY DESIGN
SCHEMATIC DESIGN |
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B2
_____________________
A-301
C1
A-701
FEC12
DEMO STATION
REF1 GRAPHIC
RNG1
TV55
RNG1
FOOD LAB
REF1
100 A-701 D1
GRAPHIC
RNG1
A1 A-701 TV55
RNG1
D2 GRAPHIC
_____________________
A-301
D1
REF1 ___A______-___1_____0_____1_____A________
RNG1 4'-4"
TV55
RNG1
A-701 REF1 GRAPHIC
B1
GRAPHIC
STORAGE
6
NEW HALF-LITE WOOD DOOR
A001
001
3 S1
3FJ
3FJ
3FJ
9 1/4"
6A
3FJ
6A
3FJ
3FJ
6A
3FJ
3FJ
6A
3FJ
3FJ
3FJ
3FJ
-6"
"652/721
3-'5
"11-'6
"11-'6
"2/1
11-'7
"8-'6
"01-'6
"9-'4
"01-'6
"9-'4
"0-'7
"9-'4
"46/13
01-'6
"46/9
1-'21
1'-2"
"5-'4
"3-'7
"5-'4
"3-'7
"6-'6
GRAPHIC SAMPLE:1 HOUR RATED CMU FIRE/SMOKE BARRIER:
-SEE FILL PATTERN LEGEND FOR FIRE-RESISTANCE RATING
-SEE COLOR LEGEND FOR HEIGHT CONDITION AND FIRE/SMOKE
PROTECTION TYPE
-SEE PARTITION TAG AND SCHEDULE FOR COMPLETE PARTITION
INFORMATION
FILL PATTERN LEGEND
30 MIN-RATED PARTITION
1 HOUR-RATED PARTITION
2 HOUR-RATED PARTITION
3 HOUR-RATED PARTITION
4 HOUR-RATED PARTITION
COLOR LEGEND
NON-RATED PARTITION TO 6" ABOVE CEILING, U.N.O.
NON-RATED PARTITION TO DECK
NON-RATED SMOKE PARTITIONTO DECK
RATED SMOKE BARRIERTO DECK
RATED FIRE PARTITIONTO DECK
RATED FIRE/SMOKE BARRIERTO DECK
RATED FIRE BARRIERTO DECK
RATED FIRE WALLTO DECK
C1M8
3 S1
H1
H1
H1
FLOOR PLAN SHEET NOTES
A. EXTERIOR DIMENSIONS AT MASONRY VENEER ARE COURSING, NOT ACTUAL
AND ARE TO FACE OF MASONRY.
B. EXTERIOR DIMENSIONS AT STUCCO VENEER ARE TO FACE OF METAL STUD.
FOOD LAB
C. EXTERIOR DIMENSIONS AT PRECAST ARE TO FACE OF PRECAST
100
D. INTERIOR DIMENSIONS INDICATED ARE TO FACE OF STUD, FACE OF MASONRY
AT1110'-6" GB219'-8" AND CENTERLINES OF COLUMNS, UNO.
E. LOCATE DOOR OPENINGS 4" FROM NEAREST PERPENDICULAR WALL.
PNT-2
F. RATED WALLS/PARTITIONS TO BE CONSTRUCTED TIGHT TO STRUCTURE. ALL
PENETRATIONS AND TERMINAL JOINTS ARE TO BE INSTALLED AS SHOWN IN
APPLICABLE UL JOINT OR PENETRATION DETAIL.
G. WHERE PARTITIONS OF DIFFERENT FIRE RATINGS INTERSECT, THE HIGHEST
RATED PARTITION SHALL CONTINUE THROUGH. MAINTAIN PARTITION FIRE H1
RATING BEHIND RECESSED FIRE EXTINGUISHER CABINETS.
H. RATED WALLS INTERSECTING EXTERIOR WALLS SHALL EXTEND TO THE INSIDE
FACE OF EXTERIOR SHEATHING.
I. INSTALL BLOCKING IN PARTITIONS FOR CASEWORK, WALL MOUNTED
EQUIPMENT, TRIM, AND RELATED CONSTRUCTION.
J. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE RATED AND SMOKE WALLS
K. SEE SHEET A - 0 0 1 FOR CONSTRUCTION SUBSYSTEMS (OR PARTITION
SCHEDULE)
L. SEE SHEET A - 7 0 1 FOR INTERIOR ELEVATIONS, ACCESSORY DESCRIPTIONS &
MOUNTING HEIGHTS.
M. SEE STRUCTURAL DRAWINGS FOR SLAB DEPRESSIONS AND CUTOUTS.
N. SEE BUILDING ELEVATION DRAWINGS FOR LOCATION OF EXTERIOR MASONRY
CONTROL JOINTS.
O. FIELD VERIFY LOCATION OF INTERIOR WALL & CEILING CONTROL JOINTS
REQUIRED IN THE SPECIFICATION WITH ARCHITECT PRIOR TO INSTALLATION.
P. WALLS, INCLUDING GYP. BD. AT PERIMETER OF ROOMS/SPACES WITHOUT
CEILINGS, i.e. EXPOSED STRUCTURE, SHALL EXTEND TO STRUCTURE ABOVE.
6'-0" PARTITION GRAPHICS
ALIGN WITH WALL EDGE
LC
LC
LC
LC
"9-'5
"9-'5
"23/12
5-'3
"23/91
5-'3
QE
QE
QE
QE
QE
QE
QE
QE
QE
QE
QE
QE
LC
LC
LC
LC
LC
LC
LC
REFLECTED CEILING PLAN SHEET NOTES
A. PROVIDE SEISMIC RESTRAINT OF SUSPENDED CEILING SYSTEMS IN SITE
CLASSIFICATIONS C, D, E & F.
B. INTERIOR DIMENSIONS INDICATED ARE TO FACE OF STUD, FACE OF MASONRY
AND CENTERLINES OF COLUMNS, UNO.
C. CEILING GRIDS/TILES TO BE CENTERED IN ALL ROOMS UNLESS NOTED
OTHERWISE. PARTIAL TILES AT ROOM PERIMETERS SHALL NOT BE LESS THAN
6" IN EITHER DIMENSION. OVERSIZED TILES SHALL BE INSTALLED WHERE TILES
UNDER 6" OCCUR.
D. ALL CEILINGS TO BE 9 ' - 0 " AFF, UNO. CEILING HEIGHTS SHOWN ON THE
REFLECTED CEILING PLANS ARE NON-TYPICAL AND SPECIFIC TO THE AREA
1'-6" 2'-6 1/4" 3'-0" 6'-0" 4'-10 1/2" INDICATED. REFER TO INTERIOR ELEVATIONS FOR THE HEIGHTS OF SOFFITS
ABOVE CASEWORK.
1 1/2" E. SEE ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR SPECIAL
1 1/2" 2 1/4"
SYSTEMS, SMOKE DETECTORS, LIGHTING AND WALL MOUNTED FIXTURES NOT
SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF ALL FIXTURES NOT
INDICATED WITH LAYOUT INDICATED ON THIS SHEET.
F. LIGHT FIXTURES AND MECHANICAL DIFFUSERS ARE SHOWN FOR POSITIONING
IN FINISH CEILING SYSTEM. COORDINATE WITH MECHANICAL AND ELECTRICAL
DRAWINGS FOR FIXTURE TYPES, MECHANICAL DIFFUSERS, WALL MOUNTED
FIXTURES AND INSTALLATION OF FIXTURES IN SPACES WITHOUT CEILINGS.
(LIGHTING AND HVAC DIFFUSERS ARE SHOWN FOR COORDINATION ONLY - SEE
MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION).
G. CENTER LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPRINKLER
HEADS, SPEAKERS, FIRE ALARM HORNS/STROBES & MISC DEVICES IN CEILING
TILES WHERE THEY ARE LOCATED. ALIGN SIMILAR ITEMS ALONG A COMMON
AXIS.
H. LOCATE MECHANICAL GRILLES AND DIFFUSERS SHOWN IN CORNERS OR NEAR
WALL TO 12" OFF WALLS, UNO.
I. PROVIDE AND INSTALL CEILING ACCESS PANEL IN GYPSUM BOARD CEILINGS AT
DEVICES REQUIRING ACCESS INCLUDING BUT NOT LIMITED TO BALANCING
DAMPERS, SMOKE DETECTORS, VAV CONTROLS, PLUMBING VALVES,
ELECTRICAL JUNCTION BOXES, ETC. MINIMIZE ACCESS DOORS WHERE
POSSIBLE.
J. HEIGHT OF GYPSUM BOARD SOFFITS SHALL BE "1" BELOW HEIGHT OF
ADJACENT CEILING(TYP) UNLESS NOTED OTHERWISE.
K. TOUCH-UP PAINT EXPOSED EDGES OF CUT ACOUSTICAL CEILING TILE TO
MATCH SURFACE(TYP).
L. INDIVIDUAL TRADE COMPONENTS, INCLUDING BUT NOT LIMITED TO LIGHT
FIXTURE WHIPS, FLEXIBLE FIRE PROTECTION PIPING, LOW VOLTAGE WIRING,
ETC. SHALL NOT BE SUPPORTED BY ACOUSTICAL CEILING SYSTEM.
"4/3
11-'1
"4/1
9
"4/3
11-'1
D3
_____________________ A-101A
GNAHREVO
"4/3
GNAHREVO
"4/3
PLM ON 3/4 FTD MDF BOARD
6A MOUNTED ON Z CLIPS TO 5/8"
GYP SHEATHING ON 6" METAL
STUDS
4" MILLWORK CHANNEL BASE
W/ RETURN KEY; BOD = FRY
REGLET: MWCB100400
LEVEL 1
0"
"2/1
1
"2/1
8-'2
1 5/8" 1 5/8"
1'-11 3/4" 6" 1'-11 3/4"
"4 "4
SOLID SURFACE W/
WATERFALL EDGE
6A
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
34:82:5
6202/3/9
PARTIAL FLOOR
PLAN- LEVEL 1
A-101A
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
RCP NOTES BY NUMBER
NUMBER NOTE
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
ENLARGED PLAN - TYPICAL KITCHEN ISLAND SECTION @ ISLAND 3D AXON - TYPICAL KITCHEN ISLAND
D1 D3 D4
1/2" = 1'-0" 3/4" = 1'-0"
FLOOR PLAN NOTES BY NUMBER
NUMBER NOTE
DATE DESCRIPTION
A 2026.09.01 PRELIMINARY DESIGN
B 2026.09.08 SCHEMATIC DESIGN
FLOOR PLAN- PARTIAL- LEVEL 1 RCP- PARTIAL- LEVEL 1
A1 A4
1/4" = 1'-0" 1/4" = 1'-0"
PROGRESS
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DATE |
DESCRIPTION |
| A |
2026.09.01 |
PRELIMINARY DESIGN |
| B |
2026.09.08 |
SCHEMATIC DESIGN |
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LEVEL 1
0"
"1-'1
"6-'1
"1-'2
"0-'01
TSIOJ
XE
GNILIEC
GNITSIXE
A5
__________________________
A-601
LEVEL 1
0"
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
54:82:5
6202/3/9
BUILDING
SECTIONS
A-301
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
BUILDING SECTION @ FOOD LAB - E/W
D2
3/8" = 1'-0"
DATE DESCRIPTION
A 2026.09.01 PRELIMINARY DESIGN
B 2026.09.08 SCHEMATIC DESIGN
BUILDING SECTION @ FOOD LAB - N/S
B2
3/8" = 1'-0"
PROGRESS
| DOOR SCHEDULE |
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DOOR PANELS |
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DOOR FRAME |
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DOOR DETAILS |
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HW SET |
COMMENTS |
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| NUMBER |
FIRE
RATING
(MIN) |
PANEL TYPE(S) |
PANEL
WIDTH(S) |
HEIGHT |
THICKNESS |
FINISH 1 |
TYPE |
WIDTH |
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HEIGHT |
FACE DIMENSIONS |
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DEPTH |
FINISH 1 |
HEAD |
JAMB |
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JAMB WIDTH |
HEAD HEIGHT |
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| 100 |
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PNL.G.WD |
3'-0" |
7'-0" |
1 3/4" |
WD |
FRM.001.HM1 |
3'-0" |
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7'-0" |
2" |
2" |
8 1/2" |
EXISTING HM |
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| 100A |
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PNL.FG.AL + PNL.FG.AL |
3'-0" + 3'-0" |
7'-0" |
1 3/4" |
AL |
FRM.NF(CW) |
6'-0" |
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7'-0" |
0" |
0" |
4 3/4" |
AL |
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| DOOR PANEL TYPES |
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STOREFRONT GLAZING ELEVATIONS |
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GLAZING SCHEDULE |
| PANEL WIDTH PANEL WIDTH
6" 6" 6" 6"
"6 "6
FINISH 1
FINISH 1
FINISH 2
FINISH 2
THGIEH THGIEH
LENAP LENAP
"6-'3
"0-'1
PNL.G.WD PNL.FG.AL |
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10'-0"
2 1/2"
6'-0" 2" 3'-5" 2 1/2"
"2/1 3'-4" "2/1
2 2
"2/1 "2/1
GLZ1 GLZ1 GLZ1
3-'2 3-'2
"2
"2
"8-'9 "1-'4 GLZ1 "8-'9 GLZ1 GLZ1 GLZ1
"2 "0-'7 "2
"2/1 "2/1
GLZ1 GLZ1
6-'2 6-'2
LEVEL 1 LEVEL 1
0" 0"
"2/1 A001 "2/1
2 2
S1 S2 |
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GLZ1 = TEMPERED INSULATED GLAZING;
BOD = SUNGUARD SNX 60+ ON CLEAR |
| "2/1
3-'2
"2
"1-'4
"2
"2/1
6-'2 |
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GLZ1 |
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GLZ1 |
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GLZ1 |
| "2/1
3-'2
"2
"0-'7 |
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GLZ1
GLZ1 GLZ1 |
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GLZ1 |
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GLZ1 |
GLZ1 |
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GLZ1 |
"2/1
6-'2 |
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DATE |
DESCRIPTION |
| A |
2026.09.08 |
SCHEMATIC DESIGN |
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THGIEH
LENAP
PANEL WIDTH
6" 6"
"6
FINISH 1
FINISH 2
"6-'3
PANEL WIDTH
6" 6"
FINISH 1
FINISH 2
"6
"0-'1
THGIEH
LENAP
LEVEL 1
0"
"8-'9
"2/1
2
"2/1
3-'2
"2
"1-'4
"2
"2/1
6-'2
"2/1
2
3'-4"
GLZ1
GLZ1
GLZ1
LEVEL 1
0"
"8-'9
"2/1
2
"2/1
3-'2
"2
"0-'7
A001
"2/1
6-'2
"2
"2/1
2
10'-0"
2 1/2"
6'-0" 2" 3'-5" 2 1/2"
GLZ1 GLZ1
GLZ1 GLZ1 GLZ1
GLZ1
NEW PARTITION AS SCHEDULED
NEW PARTITION AS SCHEDULED
EXISTING FRAME AND WALL TO REMAIN
DOOR AS SCHEDULED
DOOR AS SCHEDULED
EXISTING FRAME AND WALL TO REMAIN
XAM
"4/1
REF
3 7/8"
EXISTING WALL TO REMAIN
SECONDARY BACKER ROD W/
SEALANT
PRIMARY BACKER ROD W/
SEALANT (INSTALL BETWEEN
MEMBRANE FLASHING & ALUM
FRAME. TYP.)
EXTERIOR WINDOW SYSTEM
3/4"
CONFIRM
HEAD
REF
EXISTING WALL TO REMAIN
SECONDARY BACKER ROD W/
SEALANT
PRIMARY BACKER ROD W/
SEALANT (INSTALL BETWEEN
MEMBRANE FLASHING & ALUM
FRAME. TYP.)
EXTERIOR WINDOW SYSTEM
3/4"
CONFIRM
JAMB
REF
3/4"
CONFIRM
EXTERIOR WALL BEYOND
EXTERIOR STOREFRONT
SYSTEM W/ SUB SILL
PRIMARY BACKER ROD W/
SEALANT (INSTALL BETWEEN
MEMBRANE FLASHING & ALUM
FRAME. TYP.)
SECONDARY BACKER ROD W/
SEALANT
SILL FLASHING SET IN BED OF
SEALANT (TYP.)
JOINT SEALANT
SLOPE
COMPRESSIBLE FILLER
REMOVE EXISTING JOINT SEALANT
AND COMPRESSIBLE FILLER AS
REQUIRED AND REPLACE WITH NEW
SILL
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
54:82:5
6202/3/9
DOOR SCHEDULES
A-601
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
DOOR SCHEDULE
DOOR DOOR PANELS DOOR FRAME DOOR DETAILS
FIRE FACE DIMENSIONS
RATING PANEL
NUMBER (MIN) PANEL TYPE(S) WIDTH(S) HEIGHT THICKNESS FINISH 1 TYPE WIDTH HEIGHT JAMB WIDTH HEAD HEIGHT DEPTH FINISH 1 HEAD JAMB HW SET COMMENTS
LEVEL 1
100 PNL.G.WD 3'-0" 7'-0" 1 3/4" WD FRM.001.HM1 3'-0" 7'-0" 2" 2" 8 1/2" EXISTING HM
100A PNL.FG.AL + PNL.FG.AL 3'-0" + 3'-0" 7'-0" 1 3/4" AL FRM.NF(CW) 6'-0" 7'-0" 0" 0" 4 3/4" AL
DOOR PANEL TYPES STOREFRONT GLAZING ELEVATIONS GLAZING SCHEDULE
GLZ1 = TEMPERED INSULATED GLAZING;
BOD = SUNGUARD SNX 60+ ON CLEAR
101 NORTH THIRD STREET, SUITE 500
WILMINGTON, NORTH CAROLINA 28401
TEL. 910.790.9901 FAX. 910.790.3111
WWW.LS3P.COM
PNL.G.WD PNL.FG.AL S1 S2
HM DOOR & FRAME-CMU-HEAD-8" FLUSH HM DOOR & FRAME-CMU-JAMB-8" FLUSH
C1 C2
3" = 1'-0" 3" = 1'-0"
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
SEC - STOREFRONT HEAD, JAMB & SILL
A5
3" = 1'-0"
PROGRESS
| ARCH- ROOM FINISHES |
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| LEVEL |
NUMBER |
NAME |
FINISH |
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NOTES |
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WALL |
BASE |
FLOOR |
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| LEVEL 1 |
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| LEVEL 1 |
6 |
STORAGE |
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| LEVEL 1 |
100 |
FOOD LAB |
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| ARCH- MATERIAL FINISHES (INTERIOR) |
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| TAG |
DESCRIPTION |
MANUFACTURER |
PRODUCT NAME & NUMBER |
PRODUCT STYLE/PATTERN |
PRODUCT FINISH |
PRODUCT COLOR |
PRODUCT SIZE |
INSTALLATION |
CONTACT |
ADDITIONAL NOTES |
| 06-WOOD AND PLASTICS |
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| PLM-1 |
PLASTIC LAMINATE |
MANUFACTURER |
PLM NAME 1 |
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- |
COLOR |
- |
- |
- |
- |
| PLM-2 |
PLASTIC LAMINATE |
MANUFACTURER |
PLM NAME 2 |
|
- |
COLOR |
- |
- |
- |
- |
| QSS-1 |
QUARTZ SOLID
SURFACING |
MANUFACTURER |
QSS NAME 2 |
|
- |
COLOR |
- |
- |
- |
- |
| SSM-1 |
SOLID SURFACE
MATERIAL |
MANUFACTURER |
SSM NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| SSM-2 |
SOLID SURFACE
MATERIAL |
MANUFACTURER |
SSM NAME 2 |
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- |
COLOR |
- |
- |
- |
- |
| 08-DOORS AND WINDOWS |
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| DHW-1 |
DOOR HARDWARE FINISH |
MANUFACTURER |
DHW NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| 09-FINISHES-CEILINGS |
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| ACT-1 |
ACOUSTICAL CEILING
TILE |
MANUFACTURER |
ACT NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| GWB-1 |
GYPSUM WALLBOARD
CEILING |
MANUFACTURER |
GWB NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| PNT-12 |
CEILING PAINT |
MANUFACTURER |
COLOR 12 |
|
- |
COLOR |
- |
- |
- |
- |
| 09-FINISHES-FLOORS |
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| LVT1 |
LUXURY VINYL TILE |
MANUFACTURER |
LVT NAME |
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- |
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| RSF-1 |
RESILIENT TILE FLOORINT |
MANUFACTURER |
RTF NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| 09-FINISHES-WALL BASES |
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| RBS-1 |
RUBBER BASE |
MANUFACTURER |
RBS NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| WDB-1 |
WOOD BASE |
MANUFACTURER |
WDB NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| 09-FINISHES-WALLS |
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| PNT-1 |
PAINT |
MANUFACTURER |
INTERIOR PAINT |
|
- |
COLOR 1 |
- |
- |
- |
- |
| PNT-2 |
PAINT |
MANUFACTURER |
INTERIOR PAINT |
|
- |
COLOR 2 |
- |
- |
- |
- |
| PNT-3 |
PAINT |
MANUFACTURER |
INTERIOR PAINT |
|
- |
COLOR 3 |
- |
- |
- |
- |
| PTW-1 |
PORCELAIN WALL TILE |
MANUFACTURER |
TILE NAME |
|
- |
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| VWC-1 |
VINYL WALL COVERING |
MANUFACTURER |
PRODUCT NAME |
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| VWC-2 |
VINYL WALL COVERING |
MANUFACTURER |
PRODUCT NAME |
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| VWC-3 |
VINYL WALL COVERING |
MANUFACTURER |
PRODUCT NAME |
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| VWC-4 |
VINYL WALL COVERING |
MANUFACTURER |
PRODUCT NAME |
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| 10-SPECIALTIES |
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| GDC-1 |
CORNER GUARD |
MANUFACTURER |
GDC NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| LKM-1 |
LOCKER FINISH |
MANUFACTURER |
LKM NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| TBD-1 |
TACKBOARD |
MANUFACTURER |
TBD NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| WTK-1 |
MARKERBOARD FABRIC |
MANUFACTURER |
WTK NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| 11-EQUIPMENT |
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| AWP-1 |
SOUND ABSORBING
PANELS |
MANUFACTURER |
SAP NAME 1 |
|
- |
COLOR |
- |
- |
- |
- |
| 12-FURNISHINGS |
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| SHD-1 |
ROLLER SHADE |
MANUFACTURER |
SHD NAME 1 |
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- |
COLOR |
- |
- |
- |
- |
|
DATE |
DESCRIPTION |
| A |
2026.09.08 |
SCHEMATIC DESIGN |
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YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
T
F
C
T U
O R
N T
S
N
O
C
COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR
ELECTRONIC DRAWINGS AND DOCUMENTATION MAY
NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
PERMISSION FROM LS3P ASSOCIATES LTD.
C
B
A
SHEET NAME:
SHEET:
1 2 3 4 5 6
MP
54:82:5
6202/3/9
INTERIOR FINISHES
& ROOM FINISH
SCHEDULE
A-651
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
noitavoneR
35-CN
0835
52482
aniloraC
htroN
,wagruB
ARCH- ROOM FINISHES ARCH- MATERIAL FINISHES (INTERIOR)
FINISH TAG DESCRIPTION MANUFACTURER PRODUCT NAME & NUMBER PRODUCT STYLE/PATTERN PRODUCT FINISH PRODUCT COLOR PRODUCT SIZE INSTALLATION CONTACT ADDITIONAL NOTES
LEVEL NUMBER NAME WALL BASE FLOOR NOTES
06-WOOD AND PLASTICS
LEVEL 1 PLM-1 PLASTIC LAMINATE MANUFACTURER PLM NAME 1 - COLOR - - - -
LEVEL 1 6 STORAGE PLM-2 PLASTIC LAMINATE MANUFACTURER PLM NAME 2 - COLOR - - - -
LEVEL 1 100 FOOD LAB QSS-1 QUARTZ SOLID MANUFACTURER QSS NAME 2 - COLOR - - - -
SURFACING
SSM-1 SOLID SURFACE MANUFACTURER SSM NAME 1 - COLOR - - - -
MATERIAL
SSM-2 SOLID SURFACE MANUFACTURER SSM NAME 2 - COLOR - - - -
MATERIAL
08-DOORS AND WINDOWS
DHW-1 DOOR HARDWARE FINISH MANUFACTURER DHW NAME 1 - COLOR - - - -
09-FINISHES-CEILINGS
ACT-1 ACOUSTICAL CEILING MANUFACTURER ACT NAME 1 - COLOR - - - -
TILE
GWB-1 GYPSUM WALLBOARD MANUFACTURER GWB NAME 1 - COLOR - - - -
CEILING
PNT-12 CEILING PAINT MANUFACTURER COLOR 12 - COLOR - - - -
09-FINISHES-FLOORS
LVT1 LUXURY VINYL TILE MANUFACTURER LVT NAME -
RSF-1 RESILIENT TILE FLOORINT MANUFACTURER RTF NAME 1 - COLOR - - - -
09-FINISHES-WALL BASES
RBS-1 RUBBER BASE MANUFACTURER RBS NAME 1 - COLOR - - - -
WDB-1 WOOD BASE MANUFACTURER WDB NAME 1 - COLOR - - - -
09-FINISHES-WALLS
PNT-1 PAINT MANUFACTURER INTERIOR PAINT - COLOR 1 - - - -
PNT-2 PAINT MANUFACTURER INTERIOR PAINT - COLOR 2 - - - -
PNT-3 PAINT MANUFACTURER INTERIOR PAINT - COLOR 3 - - - -
PTW-1 PORCELAIN WALL TILE MANUFACTURER TILE NAME -
VWC-1 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
101 NORTH THIRD STREET, SUITE 500
VWC-2 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
WILMINGTON, NORTH CAROLINA 28401
VWC-3 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
TEL. 910.790.9901 FAX. 910.790.3111
VWC-4 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
WWW.LS3P.COM
10-SPECIALTIES
GDC-1 CORNER GUARD MANUFACTURER GDC NAME 1 - COLOR - - - -
LKM-1 LOCKER FINISH MANUFACTURER LKM NAME 1 - COLOR - - - -
TBD-1 TACKBOARD MANUFACTURER TBD NAME 1 - COLOR - - - -
WTK-1 MARKERBOARD FABRIC MANUFACTURER WTK NAME 1 - COLOR - - - -
11-EQUIPMENT
AWP-1 SOUND ABSORBING MANUFACTURER SAP NAME 1 - COLOR - - - -
PANELS
12-FURNISHINGS
SHD-1 ROLLER SHADE MANUFACTURER SHD NAME 1 - COLOR - - - -
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
PROGRESS
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.