REQUEST FOR QUALIFICATIONS (“RFQ”) ? CMAR SERVICES

Location: North Carolina
Posted: Sep 10, 2026
Due: Sep 21, 2026
Agency: State Government of North Carolina
Type of Government: State & Local
Category:
  • C - Architect and Engineering Services - Construction
  • Q - Medical Services
Solicitation No: 225-2026-MNT-002
Publication URL: To access bid details, please log in.
Solicitation Number: 225-2026-MNT-002
Project Title: REQUEST FOR QUALIFICATIONS (“RFQ”) – CMAR SERVICES
Description: Pender County Schools is soliciting Statements of Qualifications from qualified Construction Manager-at-Risk firms to provide preconstruction and construction services for the Pender High School Food Lab Renovation located at Pender High School, Burgaw, North Carolina. The selected Construction Manager-at-Risk (CMR) will provide preconstruction services during design, assist with cost estimating, scheduling, value analysis, constructability reviews, and eventually provide construction services under a Guaranteed Maximum Price (GMP). Selection will be qualifications-based in accordance with North Carolina General Statutes governing Construction Manager-at-Risk procurement.
Opening Date: 9/21/2026 2:00 PM
Posted Date: 9/10/2026
Status: Open
Department: PENDER COUNTY BOARD OF EDUCATION
Solicitation Number
*
225-2026-MNT-002
Department
PENDER COUNTY BOARD OF EDUCATION
Status Reason
Open
Opening Date
2026-09-21T14:00:00.0000000
Posted Date
*
2026-09-10T12:37:18.0000000Z
Primary Commodity Code
Nonresidential building construction services
Mandatory Conference/Site Visit
Special Instructions
SEE RFQ DOCUMENTS
Solicitation Type
*
IFB
Owner
Jewel Caison
Description
Pender County Schools is soliciting Statements of Qualifications from qualified Construction Manager-at-Risk firms to provide preconstruction and construction services for the Pender High School Food Lab Renovation located at Pender High School, Burgaw, North Carolina. The selected Construction Manager-at-Risk (CMR) will provide preconstruction services during design, assist with cost estimating, scheduling, value analysis, constructability reviews, and eventually provide construction services under a Guaranteed Maximum Price (GMP). Selection will be qualifications-based in accordance with North Carolina General Statutes governing Construction Manager-at-Risk procurement.

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Pender HS Food Lab Renovation SCHEMATIC DESIGN 5380 NC-53 2026.09.08 Burgaw, North Carolina 28425 7201-261295
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
DATE DESCRIPTION

:TCEJORP
P3SL
Pender HS Food Lab Renovation
SCHEMATIC DESIGN
5380 NC-53 2026.09.08
Burgaw, North Carolina 28425 7201-261295
N
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ARCHITECTURAL O T I
F
C
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LS3P O R
N T
S
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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
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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
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
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
Cx 11'-6"
Ex 11'-6"
Fx 11'-6"
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN
TRUE
NORTH

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
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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
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35-CN
0835
52482
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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
3 S1
3
4
5
6
AT AT 119'-7 "
1
2
AT11
9'-0"
1
9 5 CONFIRM PLUMBING KEYNOTES WITH CAPA 6 CONFIRM TRENCH LOCATION WITH CAPA 10 4 3 3 10 3 6 8 6
AT11 9' -11"
1
AT11 7'-1"
1
AT11 7'-4"
1
AT11 7'-1"
AT11 7'-4"
1
1
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

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
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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
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
73:82:5
6202/3/9
DEMOLITION
FLOOR PLAN-
LEVEL 1- AREA A
AD-101A
592162-1027
Pender County
Board of
Education
baL
dooF
SH
redneP
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"
3 5/8"
"2/1 1
"3
PARTITION WIDTH
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN

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

4'-10 1/2" '-1 1/8"
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN

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
STEEHS SIHT TA GNOL
RY
3 S1
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"
H1
H1
H1
FOOD LAB 100
AT1110'-6"
H 1
ALIGN W ITH WALL EDG
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

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
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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
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35-CN
0835
52482
aniloraC
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,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

DATE DESCRIPTION
A 2026.09.01 PRELIMINARY DESIGN
B 2026.09.08 SCHEMATIC DESIGN
LEVEL 1
0"

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
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TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
D
N
R O
O I
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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
DOOR DOOR PANELS DOOR FRAME DOOR DETAILS HW SET COMMENTS
NUMBER FIRE RATING (MIN) PANEL TYPE(S) PANEL WIDTH(S) HEIGHT THICKNESS FINISH 1 TYPE WIDTH HEIGHT FACE DIMENSIONS DEPTH FINISH 1 HEAD JAMB
JAMB WIDTH HEAD HEIGHT
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
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 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 GLZ1 = TEMPERED INSULATED GLAZING; BOD = SUNGUARD SNX 60+ ON CLEAR
6"
6"
"2/1 3-'2 "2 "1-'4 "2 "2/1 6-'2 GLZ1
GLZ1
GLZ1
"2/1 3-'2 "2 "0-'7 GLZ1 GLZ1 GLZ1 GLZ1
GLZ1 GLZ1
GLZ1 "2/1 6-'2
FINISH 1
FINISH 2
GLZ1
GLZ1
GLZ1
GLZ1
GLZ1
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN

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
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LANIGIRO
:TCEJORP
P3SL
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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
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noitavoneR
35-CN
0835
52482
aniloraC
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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
LEVEL NUMBER NAME FINISH NOTES
WALL BASE FLOOR
LEVEL 1
LEVEL 1 6 STORAGE
LEVEL 1 100 FOOD LAB
ARCH- MATERIAL FINISHES (INTERIOR)
TAG DESCRIPTION MANUFACTURER PRODUCT NAME & NUMBER PRODUCT STYLE/PATTERN PRODUCT FINISH PRODUCT COLOR PRODUCT SIZE INSTALLATION CONTACT ADDITIONAL NOTES
06-WOOD AND PLASTICS
PLM-1 PLASTIC LAMINATE MANUFACTURER PLM NAME 1 - 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 - COLOR - - - -
08-DOORS AND WINDOWS
DHW-1 DOOR HARDWARE FINISH MANUFACTURER DHW NAME 1 - COLOR - - - -
09-FINISHES-CEILINGS
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
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
VWC-2 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
VWC-3 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
VWC-4 VINYL WALL COVERING MANUFACTURER PRODUCT NAME
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 PANELS MANUFACTURER SAP NAME 1 - COLOR - - - -
12-FURNISHINGS
SHD-1 ROLLER SHADE MANUFACTURER SHD NAME 1 - COLOR - - - -
DATE DESCRIPTION
A 2026.09.08 SCHEMATIC DESIGN

YLTCAXE
SI
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S
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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

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...RFQ: Demolition, Debris Removal, Lot Cleaning-107 Mullins Ave Reference number: COF1517022 Closing...

City of Fayetteville

Bid Due: 10/01/2026

...RESIDENTIAL CONSTRUCTION SERVICES ACQUISITION AND DEMOLITION Description: The North Carolina... and structure demolition ...

State Government of North Carolina

Bid Due: 7/31/2028

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