HomeMy WebLinkAboutArchitectural PlansGSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
CS.1
AM
COVER SHEETLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834CS.1
LS1.1
LS1.2
D1.1
A1.1
A1.2
A1.5
A3.1
A3.2
A4.1
A4.2
A5.1
A9.1
A9.2
COVER SHEET
LIFE SAFTEY PLAN
LIFE SAFTEY PLAN
DEMOLITION PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
RCP
RCP
ELEVATIONS
ELEVATION
BUILDING SECTIONS
3D VIEW
3D VIEW
PROJECT LOCATION ZONING AND CODE INFORMATION:
ARCHITECTURAL RENDERING:
PROJECT INFORMATION:
PROJECT DESCRIPTION:
FLORIDA BUILDING CODE:
FBC-2023 8th EDITION BUILDING CODE & FBC-2023, 8TH EDITION BUILDING CODE EXISTING
FBC EC= FLORIDA BUILDING CODE ENERGY CONSERVATION 2023
NEC= NFPA 70 2020 EDITION, NATIONAL ELECTRICAL CODE
FS= FLORIDA STATUTES
FLORIDA FIRE PREVENTION CODE, 8TH EDITION
NFPA 72, 2019
NFPA 101: LIFE SAFETY CODE 2021 EDITION
NFPA 101- 14.3.4
NFPA1- 1.14.2
NFPA 13
ACCESSIBILITY CODE: 2023 FLORIDA ACCESSIBILITY CODE
OWNER:
ADDRESS:
FOLIO:
LEGAL:
LAKE WORTH CHRISTIAN SCHOOL SOCIETY INC
08-43-45-09-00-000-7070
9-45-43, S 1/2 OF N 1/2 OF NW 1/4 OF SW 1/4 (LESS S 10 FT OF W 1/2 & W
40 FT HIGH RIDGE RD R/WS)
7592 HIGH RIDGE RD
BOYNTON BEACH, 33426
LAKEWORTH CHRISTIAN
SCHOOL
7592 HIGH RIDGE RD
BOYNTON BEACH, FLORIDA 33426
PROJECT DATA:
(GROSS) BUILDING DATA:
SURVEYOR:ARCHITECT:
STEVE SIEBERT ARCHITECTURE 1010
GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
(561) 880-7894
STEVE@STEVESIEBERT.COM
CIVIL:
MICHAEL B. SCHORAH &
ASSOCIATES, INC.
1859 FOREST HILL BLVD., SUITE 206
WEST PALM BEACH, FL 33406
(561) 968-0080
mlac@schorah.com
MEP ENGINEER:
DESIGN TEAM:
STRUCTURAL ENGINEER:
OWNER:
LAKE WORTH CHRISTIAN
SCHOOL SOCIETY INC
7592 HIGH RIDGE RD
LAKE WORTH FL. 33426
LOCATION MAP:
HYPOLUXO RD
I-95WALL LEGEND:
EXISTING CMU WALL
EXISTING INTERIOR WALL
EXISTING FIRE RATED PARTITION WALL
CMU WALL
CMU WALL, W/ ONE SIDE 1x PT FURRING & GYPSUM BOARD
CMU WALL, W/ ONE SIDE 2x PT FURRING & GYPSUM BOARD
CMU WALL, W/ ONE SIDE 1-5/8" MTL. STUD & GYPSUM BOARD
PARTITION WALL (PARTTY WALL)- CMU WALL, W/ 1-5/8" MTL. STUD, (SFAB) & 5/8"
GYPSUM BOARD ON EACH SIDE. NOTE: FIRE RATED PARTITION WALL
PARTITION WALL (PARTTY WALL)- CMU WALL, W/ 2x PT FURRING, (SFAB) & 5/8"
GYPSUM BOARD ON EACH SIDE. NOTE: FIRE RATED PARTITION WALL
INTERIOR WALL
INTERIOR FIRE RATED PARTITION WALL
ARCHITECTURAL SYMBOLS:
REVISION MARKER
ELEVATION MARK
ROOM NUMBER
DOOR TAG- REFER TO DOOR SCHEDULE
WINDOW TAG- REFER TO WINDOW SCHEDULE
WALL DETAIL, REFER TO PARTITION DETAILS
FIXTURE TAG
WALL SECTION
DETAIL
1
101
D101
W101
P1
1
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
@
ACT
ADJ.
A.B.
A.C.
AFF
ALUM.
ALT.
BD.
BLDG.
B.M.
B.O.
BRG.
C/C
CL
CAB.
C.B.
C.I.
CER.
CLG.
C.O.
CONC.
COORD.
COL.
CONT.
DET.
DN.
DK.
D.S.
D.W.
DWG.
E.C.
EL. ELEV.
ELEC.
EX./EXIST
EXP.
F.E.
F.F.
FIN.
FLR.
F.S.
F.T
FTG.
G.C.
GL.
G.PT.
GYP.
GWB
H.B.
HGT.
HRD'R
AT
ACOUSTICAL TILE
ADJUSTABLE
ANCHOR BOLT
AIR CONDITIONING
ABOVE FINISH FLOOR
ALUMINUM
ALTERNATE
BOARD
BUILDING
BENCH MARK
BOTTOM OF
BRIDGING OR BEARING
CENTER TO CENTER
CENTER LINE
CABINET
CATCH BASIN
CAST IRON
CERAMIC
CEILING
CLEAN OUT
CONCRETE
COORDINATE
COLUMN
CONTINUOUS
DETAIL
DOWN
DECK
DOWN SPOUT
DRY WALL
DRAWING
ELECTRICAL CONTRACTOR
ELEVATION
ELECTRICAL
EXISTING
EXPOSED OR EXPANSION
FIRE EXTINGUISHER
FINISHED FLOOR
FINISH
FLOOR
FULL SIZE
FOOT OR FEET
FOOTING
GENERAL CONTRACTOR
GLASS OR GLAZING
GLAZED PAINT
GYPSUM
GYPSUM WALL BOARD
HOSE BIB
HEIGHT
HARDENER
HOLLOE CORE
HOLLOW METAL
HEATING, VENTILATION. & AIR
CONDITIONING
INSULATION
INVERT
LAMINATED
MATERIAL
MECHANICAL CONTRACTOR
MAN HOLE
MOLDING
METAL
MINIMUM
METAL THRESHOLD
NOT IN CONTRACT
NUMBER
NOMINAL
ON CENTER
OPENING
OPEN WEB
PLUMBING CONTRACTOR
PLATE
PRESSURE TREADED
POUNDS PER SQARE INCH
RETURN AIR
ROOM
REQUIRED
REINFORCING
SPALSH BLOCK
SCHEDULE
SECTION
SOLID CORE
SIMILAR
STAINLESS STEEL
STRAIGHT VINYL BASE
SPECIFICATION
TOP OF
TOP OF FOOTING
TOP OF PLATE
TOP OF STEEL
TYPICAL
THICK OR THICKNESS
TOUNGUE AND GROOVE
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VINYL COVE BASE
VERIFY IN FIELD
WITH
WROUGHT IRON
WOOD
WELDED WIRE FABRIC
H.C.
H.M.
H.V.A.C.
INSUL.
INV.
LAM.
MAT.
M.C.
M.H.
MLDG.
MTL. MET.
MIN.
M.T.
N.I.C.
NO.
NOM.
O.C.
OPG.
O.W.
P.C.
PL
PT.
P.S.I.
R.A.
RM.
REQ'D
REIN.
S.B.
SCH.
SEC.
S.C.
SIM.
S.S.
S.V.B.
SPEC.
T.O.
T.O.F.
T.O.P.
T.O.S.
TYP.
THK.
T&G
UNO
V.C.T.
V.C.B.
VIF
W/
W.I.
WD.
W.W.F.
ABBREVIATIONS:
LIST OF DRAWINGS:
1. ALL IDEAS, DRAWINGS, PLANS AND ARRANGEMENTS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE
OWNED BY AND THE PROPERTY OF THE ARCHITECT AND/OR ENGINEER OF RECORD. THEY WERE CREATED FOR
AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS,
DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR DISCLOSED
TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN
PERMISSION OF THE ARCHITECT AND ENGINEER(S) OF RECORD.
2. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD REVIEW ONLY AFTER
THEY HAVE BEEN THOROUGHLY REVIEWED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION METHODS,
DIMENSIONS, FIELD CONDITIONS, "AS-CONSTRUCTED" DIMENSIONS AND OTHER TRADE REQUIREMENTS, AND
STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. ONLY REQUESTED SHOP DRAWINGS AND SUBMITTALS
TO BE PROVIDED TO ARCHITECT FOR REVIEW, ALL OTHERS TO BE APPROVED AND REVIEWED BY G.C.
3. ARCHITECT OF RECORD IS NOT RESPONSIBLE FOR ANY SURVEY OR CIVIL DWGS. THAT ARE INSERTED INTO
THIS SET AND/OR LACK OF. THIS INCLUDES BUT IS NOT LIMITED TO PROPOSED AND/OR EXISTING CONDITIONS
OF GRADING, PARKING, DRIVEWAYS, SEWER LINES, DRAINAGE, FINISH FLOOR ELEVATIONS, PROPERTY LINE
LOCATIONS, EXISTING VEGETATION LOCATIONS, AND ETC.
4. ALL FINISH FLOOR ELEVATIONS SHALL BE CONFIRMED BY LOCAL MUNICIPALITY OR A LICENSED CIVIL
ENGINEER OR LICENSED SURVEYOR.
5. PRIOR TO START OF CONSTRUCTION, THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL
VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE
WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE
CONSTRUCTION DOCUMENTS TO THE ARCHITECT AND ENGINEER OF RECORD BEFORE COMMENCING WORK.
THE CONTRACTOR AND HIS SUB-CONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE
POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR
WORK. THE CIVIL ENGINEER OF RECORD SHALL ESTABLISH THE +0'-0" FINISHED FLOOR BASE ELEVATION -
REFERENCE CIVIL ENGINEERING PLANS FOR THE HEIGHT.
GENERAL NOTES:
BUILDING SECTION
SECTION LETTER
SHEET NUMBER
ZONING: R1AA
OCCUPANCY: EDUCATION GROUP E & ASSEMBLY GROUP A-3
CONSTRUCTION TYPE: II-B
ALTERATION LEVEL: LEVEL II
CURRENT USE: EDUCATION
PROPOSED USE: EDUCATION
FLOOD ZONE: ZONE-X, REFER TO SURVEYORS DWG'S.HIGH RIDGE RD3D RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY. REFER TO BUILDER'S SPECIFICATIONS, PROPOSED FLOOR PLANS AND ELEVATIONS & PRODUCTS. FOR COLOR & MATERIAL SELECTIONS.
EXISTING FIRST FLOOR: …………………….. 13,091 SF
PROPOSED FIRST FLOOR: …………………. 15,592 SF
PROPOSED SECOND FLOOR: ................... 9,352 SF
TOTAL AREA: 38,035 SF
ADDITION TO AN EXISTING CHRISTIAN SCHOOL BUILDING ON HIGH RIDGE RD. THE TWO STORY
23,824 SF ADDITION CONSISTS OF: A 300 CAFETORIUM TOWER, KITCHEN, AND 12 CLASSROOMS.
LANDSCAPE:
SCHMIDT NICHOLS LANDSCAPE ARCH.
1551 N. FLAGLER DR, STE 102
West Palm Beach, FL 33401
(561) 684-6141
info@snlandplan.com
FE ENGINEERING
4161 Tamiami Trail, Suite 101
Port Charlotte, FL 33952
(941) 391-5980
ram@fleng.com
MICHAEL B. SCHORAH &
ASSOCIATES, INC.
1859 FOREST HILL BLVD., SUITE 206
WEST PALM BEACH, FL 33406
(561) 968-0080
mlac@schorah.com
FIRE PROTECTION:
FE ENGINEERING
4161 Tamiami Trail, Suite 101
Port Charlotte, FL 33952
(941) 391-5980
ram@fleng.com
EXISTING FIRST FLOOR UNDER A/C: …..….. 12,554 SF
PROPOSED FIRST FLOOR UNDER A/C: ……. 15,129 SF
PROPOSED SECOND FLOOR UNDER A/C: … 8,874 SF
TOTAL UNDER A/C: 36,557 SF
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
PH.1
AM
PHOTOMETRIC PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
LTP2
9
.
2
3
2
4
.
3
7
2
4
.
0
5
2
4
.
5
5
3
0
.
8
1
2
6
.
3
8
EXIST. CL WALLCLF558832.42EXIST. WALLHIGH VARIES2
9
.
7
6
CO
EXIST. PLAY GROUND
EXACT LUMEN OUTPUT AND OPTIC OF EXISTING POLE MOUNTED FIXTURES
UNKNOWN. GENESIS LIGHTING CANNOT GUARENTEE ACCURACY OF LIGHT
CONTRIBUTION FROM EXISTING POLES.
L7
MH: 11
MH: 11
L7
MH: 11
L7E
L7E
MH: 11
MH: 11
L7E
EX
MH: 20
EX
MH: 20
MH: 20
EX
8.4 11.1 9.2
16.3 19.7 18.1
14.5 20.2 21.1 19.1
12.2 13.8 9.6 10.3
1.0 1.2 1.5 1.8 2.1 2.4 3.0 3.6 3.9
1.0 1.2 1.5 1.8 2.1 2.4 2.8 3.2 3.2
1.1 1.3 1.6 1.9 2.2 2.5 2.8 2.9 2.7
1.2 1.4 1.7 2.1 2.4 2.6 2.7 2.7 2.4
1.2 1.5 1.9 2.2 2.4 2.6 2.6 2.4 2.1
1.3 1.6 1.9 2.2 2.5 2.6 2.5 2.3 2.0
1.3 1.6 1.9 2.2 2.5 2.6 2.6 2.4 2.0
1.2 1.5 1.8 2.1 2.4 2.6 2.7 2.6 2.3
1.1 1.3 1.6 2.0 2.3 2.6 2.8 2.8 2.6
1.1 1.3 1.6 1.8 2.1 2.5 2.8 3.1 3.0
1.0 1.2 1.5 1.8 2.1 2.4 2.9 3.5 3.7
1.0 1.2 1.5 1.8 2.1 2.5 3.1 3.9 4.5
1.0 1.2 1.6 1.9 2.1 2.6 3.4 4.4 5.4
1.0 1.2 1.6 1.9 2.1 2.7 3.6 4.9 6.0
1.1 1.3 1.6 1.9 2.2 2.7 3.6 4.8 6.0
1.5 1.8 2.1 2.1 2.2 2.6 3.4 4.4 5.4
3.0 2.4 2.5 3.1 3.9 4.4
4.9 2.7 2.5 3.0 3.5 3.6
6.2 3.0 2.6 2.9 3.1 3.0
5.6 3.0 2.7 2.9 2.9 2.6
3.9 2.8 2.7 2.8 2.7 2.3
2.7 2.7 2.9 2.7 2.6 2.7 2.7 2.5 2.1
1.5 1.9 2.1 2.4 2.6 2.7 2.7 2.5 2.1
1.3 1.6 1.9 2.2 2.5 2.7 2.8 2.6 2.3
1.2 1.4 1.7 2.1 2.4 2.6 2.8 2.8 2.6
1.1 1.3 1.6 1.9 2.2 2.5 2.9 3.1 3.0
1.0 1.2 1.5 1.8 2.1 2.5 2.9 3.4 3.6
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
3 EX Single RSX1 LED P4 40K R3 MVOLT SPA DBXD 0.900 14890 133.14 399.42
2 L7 Single Atlantic Lighting COM4-SYL20-XX-U / 4CMPR-CL 0.900 1660 17.1 34.2
3 L7E Single Atlantic Lighting COM4-SYL20-XX-U-IEM6 / 4CMPR-CL 0.900 1660 17.1 51.3
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Parking Area Illuminance Fc 2.43 6.2 1.0 2.43 6.20
Under Canopy Illuminance Fc 14.54 21.1 8.4 1.73 2.51
SCALE: 1' = 1'-0"
PHOTOMETRIC PLAN
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
1 CITY COMMENTS 05/27/26
PROJECT NO: 25-671
DRAWN BY:
LS1.1(a)
AM
LIFE SAFTEY PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
12345123451234512345678910111213141516171819202122231234512345678910111213141516171819202122239'-4"5'-0" 6'-0"
8'-5"5'-0"8'-5"
GC SHALL VERIFY EXIST. PANIC
EGRESS HARDWARE SET IS IN
WORKING ORDER PER CODE.
PROVIDED AS-REQUIRED
E.01
340
260
168'-0" > E.7
72'-2" > E.8
48'-0" > CP
COOLER
E.02
340
E.06
340
E.05
170
3
E.03
170
2
E.04
340
125
340 340
157'-10" > E.1
55'-2" > E.4
151'-2" > E.6
10'-10" > CP
27'-2" > E.5
186'-0" > E.1
39'-5" > E.4
11'-7" > CP
FREEZER
EGRESS FOR 325 OCCUPANTS (2/3 OF OCCUPANTS
SHALL MEET AUDITORIUM MAIN ENTRANCE)
JANITOR
CLOSET
E.08
340
325
E.07
340
79+114
=193
108+72
=180
108+180
+45=333
E.09
340
45
CLASSROOM
123
PERSONS: 39
792 sq ft
20 GSF/P
CLASSROOM
124
PERSONS: 40
801 sq ft
20 GSF/P
CLASSROOM
120
PERSONS: 37
749 sq ft
20 GSF/P
CLASSROOM
107
PERSONS: 38
776 sq ft
20 GSF/P
CLASSROOM
104
PERSONS: 36
722 sq ft
20 GSF/P
AUDITORIUM
117
PERSONS: 325
2,279 sq ft
7 GSF/P
CLASSROOM
103
PERSONS: 35
718 sq ft
20 GSF/P
PLATEFORM
127
PERSONS: 16
652 sq ft
40 GSF/P
113
PERSONS: 1
242 sq ft
150 GSF/P
OFFICE
108
PERSONS: 1
286 sq ft
150 GSF/P
114
PERSONS: 3
629 sq ft
200 GSF/P
CLASSROOM
EXIST.
PERSONS: 40
812 sq ft
20 GSF/P
CLASSROOM
EXIST.
PERSONS: 39
796 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 38
766 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 38
766 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 44
882 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
795 sq ft
20 GSF/P
FE
FE
FE
FE
FE
FE
MTC8AEB
MTC6AEB MTC6AEB
MTC8AEB
MTC6AEB
MTC6AEB
MTC6AEB
MTC6AEB
MTC8AEB
MTC8AEB
MTC8AEBMTC8AEB
MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB
MTC8AEB
MTC8AEB
MTC8AEB
MTC8AEB
ACTUAL TABLE SEATING IS A TOTAL OF 164 OCC. SEATS
1
SCALE: 1/8" = 1'-0"
LIFE SAFTEY PLAN
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
1 CITY COMMENTS 05/27/26
PROJECT NO: 25-671
DRAWN BY:
LS1.1(b)
AM
LIFE SAFTEY PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
12345123451234512345678910111213141516171819202122231234512345678910111213141516171819202122239'-4"5'-0" 6'-0"
8'-5"5'-0"8'-5"
GC SHALL VERIFY EXIST. PANIC
EGRESS HARDWARE SET IS IN
WORKING ORDER PER CODE.
PROVIDED AS-REQUIRED
E.01
340
260
168'-0" > E.7
72'-2" > E.8
48'-0" > CP
COOLER
E.02
340
E.06
340
E.05
170
3
E.03
170
2
E.04
340
125
340 340
157'-10" > E.1
55'-2" > E.4
151'-2" > E.6
10'-10" > CP
27'-2" > E.5
186'-0" > E.1
39'-5" > E.4
11'-7" > CP
FREEZER
EGRESS FOR 325 OCCUPANTS (2/3 OF OCCUPANTS
SHALL MEET AUDITORIUM MAIN ENTRANCE)
JANITOR
CLOSET
E.08
340
325
E.07
340
79+114
=193
108+72
=180
108+180
+45=333
E.09
340
45
CLASSROOM
123
PERSONS: 39
792 sq ft
20 GSF/P
CLASSROOM
124
PERSONS: 40
801 sq ft
20 GSF/P
CLASSROOM
120
PERSONS: 37
749 sq ft
20 GSF/P
CLASSROOM
107
PERSONS: 38
776 sq ft
20 GSF/P
CLASSROOM
104
PERSONS: 36
722 sq ft
20 GSF/P
AUDITORIUM
117
PERSONS: 325
2,279 sq ft
7 GSF/P
CLASSROOM
103
PERSONS: 35
718 sq ft
20 GSF/P
PLATEFORM
127
PERSONS: 16
652 sq ft
40 GSF/P
113
PERSONS: 1
242 sq ft
150 GSF/P
OFFICE
108
PERSONS: 1
286 sq ft
150 GSF/P
114
PERSONS: 3
629 sq ft
200 GSF/P
CLASSROOM
EXIST.
PERSONS: 40
812 sq ft
20 GSF/P
CLASSROOM
EXIST.
PERSONS: 39
796 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
797 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 38
766 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 38
766 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 44
882 sq ft
20 GSF/P
EXIST. CLASSROOM
EXIST.
PERSONS: 39
795 sq ft
20 GSF/P
FE
FE
FE
FE
FE
FE
MTC8AEB
MTC6AEB
MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC8AEB MTC8AEB MTC8AEB MTC8AEB
MTC6AEB MTC6AEBMTC6AEB MTC6AEBMTC6AEB
MTC6AEBMTC6AEB MTC6AEBMTC6AEB MTC6AEBMTC6AEB
ACTUAL SEATING IS A TOTAL OF 164 OCC.
1
SCALE: 1/8" = 1'-0"
LIFE SAFTEY PLAN (AUDITORIUM)
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
1 CITY COMMENTS 05/27/26
PROJECT NO: 25-671
DRAWN BY:
LS1.2
AM
LIFE SAFTEY PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
8'-5"9'-4"5'-0"5'-0"70'-7" > E.10
167'-5" > E.11
47'-2" > CP 171'-2" > E.10110'-0" > E.1173'-5" > CPAREA OF
REFUGE
AREA OF
REFUGE
E.10
340
114
E.11
340
114
CLASSROOM
207
PERSONS: 37
757 sq ft
20 GSF/P
CLASSROOM
217
PERSONS: 39
793 sq ft
20 GSF/P
CLASSROOM
218
PERSONS: 39
785 sq ft
20 GSF/P
CLASSROOM
214
PERSONS: 36
738 sq ft
20 GSF/P
CLASSROOM
204
PERSONS: 34
699 sq ft
20 GSF/P
CLASSROOM
203
PERSONS: 35
719 sq ft
20 GSF/P
CONFERENCE RM
213
PERSONS: 5
417 sq ft
20 GSF/P
OFFICE
212
PERSONS: 1
218 sq ft
150 GSF/P
ATTIC
208
PERSONS: 2
778 sq ft
300 GSF/P
FE
FE
60"/.2=300 OCC.
(114 OCC.)
60"/.2=300 OCC.
(114 OCC.)
FE
ROOM
04
1
XX SF
XXX GSF/P
1
SCALE: 1/8" = 1'-0"
2nd FLOOR LIFE SAFTEY PLAN
OCCUPANCY CLASSIFICATION :
CONSTRUCTION TYPE :
EDUCATION GROUP E & ASSEMBLY
GROUP A-3
II-B
BUILDING INFORMATION
AUTOMATIC SPRINKLER SYSTEM: PER
SECTION 903.2.1.2
REQUIRED,
PROVIDED
CHAPTER 3; SECTION 302;
CHAPTER 6; TABLE 601
OCCUPANCY LOAD CHART CHAPTER 10;
EXISTING FIRST FLOOR: ……………………. ±13,091 SF
PROPOSED FIRST FLOOR: …………………. 15,592 SF
PROPOSED SECOND FLOOR: ................... 8,232 SF
TOTAL AREA: 36,915 SF
NOTE: (IF APPLICABLE)
FIRE SEPARATION PERMITTED TO BE REDUCED BY 1-HR WHERE THE BUILDING IS
PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM.
HOWEVER, THE SEPARATION CAN NOT BE LESS THEN 1-HR RATED ASSEMBLY, PER
NFPA 101 CH. 6.1.14.4.3
AUTOMATIC FIRE-ALARM SYSTEM: PER
SECTION 907.2
REQUIRED,
PROVIDED
GENERAL LIFE SAFETY NOTES:
1. ANY DOOR IN THE MEANS OF EGRESS SHALL MEET THE REQUIREMENTS UNDER NFPA 101(SECTION 7.2.1).
DOOR LEAVES SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING
IS OCCUPIED PER NFPA 101 (7.2.1.5.1). LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A
TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. PER NFPA 101
7.2.1.5.3
2. ALL INTERIOR WALLS AND CEILINGS FINISHES SHALL COMPLY W/ NFPA 101 & FBC TABLE 803.11 PER
APPROPRIATE OCCUPANCY
3. 7.10.1.2.2* HORIZONTAL COMPONENTS OF THE EGRESS PATH WITHIN AN EXIT ENCLOSURE SHALL BE MARKED
BY APPROVED EXIT OR DIRECTIONAL EXIT SIGNS WHERE THE CONTINUATION OF THE EGRESS PATH IS NOT
OBVIOUS.
4. 7.10.1.3 EXIT DOOR TACTILE SIGNAGE. TACTILE SIGNAGE SHALL BE PROVIDED TO
MEET ALL OF THE FOLLOWING CRITERIA, UNLESS OTHERWISE PROVIDED IN 7.10.1.4:
(1) TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT
SIGN. (2) TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT. (3) TACTILE SIGNAGE
SHALL COMPLY WITH ICC/ANSI A117.1, AMERICAN NATIONAL STANDARD FOR
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
5. PROVIDE KNOX BOX AS REQUIRED, COORDINATE FINAL LOCATION W/ LOCAL FIRE
MARSHALL. IF REQ. BY LOCAL BY FIRE MARSHALL CONNECT ALARM CABLE TO ALARM
SYSTEM
6. ABRUPT CHANGES IN ELEVATION OF WALKING SURFACES SHALL NOT EXCEED 1/4".
CHANGES IN ELEVATION BETWEEN 1/4" AND 1/2" SHALL BE LEVELED 1 TO 2
7. GC SHALL WALK ALONG ANY AGRESS TO VERIFY ALL EGRESS DOORS HAVE A PANIC HARDWARE SET OR NON-
LUCK ABLE LATCHES.
8. ANY LIFE SAFETY ELECTRICAL TO BE WIRED AHEAD OF ANY SWITCHES - TYPICAL
9 . ALL SMOKE DETECTOR SHALL BE HARD WIRE PER CODE
10. (IF APPLICABLE) ALL EMERGENCY INCLOSED STAIR CASE SHALL BE AUTOMATIC VENTED, REFER TO MEP DWGS.
11. REFER TO ELECTRICAL ENGINEER'S DWGS. FOR EXIT SIGNAGE AND EMERGENCY LIGHTING INFORMATION
12. (IF APPLICABLE) ALL SOUND SYSTEMS SHALL TIE INTO THE FIRE ALARM AS-REQUIRED PER CODE
13. (IF APPLICABLE) FOR ANY FIRE RATED SOLID CONCRETE SLAB AND/OR WALL. REFER TO FBC TABLE 721.1(2)
4-1.1 SOLID CONCRETE. GC SHALL COORDINATE CONSTRUCTION MATERIAL SELECTION TO MEET THE
REQUIRED FIRE RATING PER FBC, PRIOR TO ANY CONCRETE WORK.
14. (IF APPLICABLE) FOR ANY FIRE RATED CMU WALL. REFER TO FBC TABLE 721.1(2) #3 SOLID CONCRETE
MASONRY UNITS. GC SHALL COORDINATE CONSTRUCTION MATERIAL SELECTION TO MEET THE REQUIRED
FIRE RATING PER FBC, PRIOR TO ANY MASONRY WORK.
15A. EXISTING SPRINKLER SYSTEM TO BE MODIFIED BY A LICENSED FIRE SPRINKLER CONTRACTOR. SHOP DWGS.
BY CONTRACTOR TO BE PROVIDED BY SPECIALTY CONTRACTOR W/ (THEIR) APPLICATION FOR WORK. NOTE:
SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION AS REQUIRED BY REFERENCED INSTALLATION STANDARDS
IN CHAPTER 9. PER FBC107.2.2. (DELAYED APPLICATION)
15B. THE BUILDING SHALL BE FULLY PROTECTED BY A FIRE SPRINKLER SYSTEM, ACCORDING TO THE FLORIDA
BUILDING CODE AND NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED BY A LICENSED ENGINEER AND
ACTUAL INTALLATION-DRAWINGS (SHOP-DRAWINGS) SHALL BE SUBMITTED WITH THE SPRINKLER SYSTEM
PERMIT APPLICATION.
16A. EXISTING FIRE ALARM SYSTEM TO BE MODIFIED BY A LICENSED FIRE ALARM CONTRACTOR. SHOP DWGS. AND
DEVICE SPECIFICATIONS TO BE PROVIDED BY SPECIALTY CONTRACTOR W/ (THEIR) APPLICATION FOR WORK.
(DELAYED APPLICATION BY SUPPLIER)
16B. THE BUILDING SHALL HAVE A FIRE-ALARM SYSTEM INSTALLED PER FLORIDA BUILDING CODE AND THE FLORIDA
FIRE PREVENTION CODE. THE SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE-PROTECTION
SPECIALTY CONTRACTOR. SHOP DRAWINGS FOR THE COMPLETE DESIGN OF THE SYSTEM WILL BE PROVIDED
WITH THE CONTRACTOR'S APPLICATION FOR PERMIT (DOCUMENTS WILL BE SEALED WITH AN ENGINEER'S SEAL,
LICENSED IN THE STATE OF FLORIDA)
17. (ONLY FOR GROUP-A)EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT
LOAD OF THE ROOM OR SPACE IN A CONSPICUOUS LOCATION. POSTED SIGNS SHALL BE OF AN APPROVED
LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. PER FBC
1004.9
18. 17. (IF APPLICABLE)EACH NEW FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION,
OR ANY OTHER NEW WALL REQUIRED TO HAVE PROTECTED OPENING SHALL BE PERMANENTLY IDENTIFIED WITH
SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES WITH THE WORDING, FIRE
AND SMOKE BARRIER PROTECT ALL OPENING, OR SIMILAR LANGUAGE. SUCH SIGNS OR STENCILING SHALL BE
IN 4-INCH-HIGH LETTER, ½” INCH STROKE, AND NOT MORE THAN 15 FEET ON CENTER. (NFPA 101 CHAPTER 8
SECTION 8.3.2.4)
19. ANY LOCKS AND LATCHES SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR
EFFORT FOR OPERATION FROM THE EGRESS SIDE. REFER TO NFPA 101 7.2.1.5
20. FOR ANY STORAGE ROOMS W/ SPRINKLERS. PLEASE PROVIDE A MIN. 1" RED LINE ON STORAGE ROOM AREA
WALLS 18" BELOW FIRE
SPRINKLER HEAD LEVEL
21. EGRESS ILLUMINATION MIN. IFC PER FBC 1008. LIGHTING SYSTEM CONTROL COMPLY W/ FBC EC 405
22. PER NFPA 101 12.2.7.5.1 THE 12" MIN. CLEAR WIDTH OF AISLE ACCESSWAY SPECIFIED IN 12.2.5.7.2 SHALL
BE INCREASED BY 0.3" FOR EVERY SEAT OVER A TOTAL OF 14 BUT SHALL NOT BE REQUIRED TO EXCEED 22".
23. BY OTHERS. PRELIMINARY EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM(ERRCS) TEST REQUIRED.
GC SHALL COORDINATE WITH TENANT. TEST SHALL BE TESTED BY A LICENSED THIRD-PARTY. THE TEST,
REGARDLESS IF IT PASSES OR FAILS, SHALL BE SENT TO LOCAL FIRE MARSHAL.
24. (IF APPLICABLE) PROVIDE K-CLASS FIRE EXTINGUISHER IF DEEP FRYING PROCESS IS USED.
25. (IF APPLICABLE) AUTOMATED EXTERNAL DEFIBRILLATOR PER FBC 468.3.3
AUTOMATED EXTERNAL DEFIBRILLATORS SHALL BE PROVIDED IN PUBLIC EDUCATIONAL FACILITIES THAT ARE
MEMBERS OF THE FLORIDA HIGH SCHOOL ATHLETIC ASSOCIATION.
LEGEND
EXIT LIGHT FIXTURE, DIRECTION ARROWS AS SHOWN
EMERGENCY BATTERY WALL PACK W/ TWIN HEADS
(MIN. 90 MINUTES BATTER LIFE)
FIRE EXTINGUISHER (3-PROVIDED) FEC WITH 5LB ABC. (10LB IN KITCHENS)
LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO
INSTALLATION. REFER TO NFPA 10
DIRECTION OF EXIT OR EXIT ACCESS
PATH OF TRAVEL
FIRE ALARM (HORN & STROBE)
P FIRE ALARM (PULL-STATION)
FIRE ALARM (HORN)
FIRE ALARM (STROBE)
= ROOM NAME
= ROOM NUMBER
= OCCUPANT LOAD
= ROOM AREA
= OCCUPANT LOAD FACTOR
EXIT LIGHT FIXTURE AND EMERGENCY LIGHT COMBO
(MIN. 90 MINUTES BATTER LIFE)
XX'>E01
XX'>E02
XX'>CP
= EXIT I.D. NUMBER
= MAX. OCCUPANT LOAD OF EXIT
= OCCUPANTS SERVED BY EXIT
= MAX. DISTANCE TO EXIT 1
= MAX. DISTANCE TO EXIT 2
= COMMON PATH OF TRAVEL
NEW FIRE SPRINKLER HEAD (TURNED DOWN)
NEW SMOKE DUCT DETECTOR
H
S
1-HR FIRE RATED PARTITION WALL
2-HR FIRE RATED PARTITION WALL
OCCUPANCY LOAD CHART (PER NFPA 101 TABLE 7.3.1.2)
EXIT ACCESS TRAVEL DISTANCE:
NFPA 101 14.2.6.3:
MAX ALLOWED 200'
MAX DISTANCE = 186'-0"
DEAD END TRAVEL DISTANCE:
FBC1020.5
MAX ALLOWED 50'
MAX DISTANCE = 0"
NUMBER OF EXITS:
PER. FBC 1006.2.1.1
3 EXIT REQUIRED
6 EXITS PROVIDED
MINIMUM CORRIDOR WIDTH:
PER FBC SECTION 1020.2, TABLE
1020.3
MIN ALLOWED 72" MIN.
MIN PROVIDED = 101"
MAX. COMMON PATH TRAVEL LENGTH:
CHAPTER 10; TABLE 1006.2.1:
MAX ALLOWED 75'
MAX DISTANCE = 67'-0"
TOTAL EGRESS WIDTH:
PER. FBC 1005.1 IS .2" PER OCCUP. 841
OCCUP. x .2=
168.2" REQUIRED
408" PROVIDED
TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
OCCUPANCY
ASSEMBLY
WATER CLOSET
MALE FEMALE
LAVATORIES DRINKING
FOUNTAIN
1/150 1/200
1 PER 1000
SLOP
SINK
1
MALE FEMALE
1/75
112 REQUIRED:1.08 2.17
LUNCH ROOM/ASSEMBLE SPACE (1/5 NET) …………………..
(NON-FIXED SEATS) XXXX SF / 15
PLATEFORM ………………………………………………………
652 SF / 40
325 OCCUPANTS
452 OCCUPANTS
TOTAL:468 OCCUPANTS
5 OCCUPANTS
16 OCCUPANTS
5 OCCUPANTS
KITCHEN……………………………………………………………
629 SF / 200
CLASSROOMS………………………………………………….…
9,027 SF / 20
OFFICES …………………………………………………………..
746 SF / 150
MEETING ROOM ………………………………………………….
417 SF / 20
STORAGE/ JANITOR CLOSET ……………………………………
822 SF / 300
NON-CONCURRENT TOTAL:341 OCCUPANTS
3 OCCUPANTS
LUNCH ROOM/ASSEMBLE SPACE (1/5 NET) …………………..
(NON-FIXED SEATS) XXXX SF / 15
PLATEFORM ………………………………………………………
652 SF / 40
325 OCCUPANTS
452 OCCUPANTS
TOTAL:475 OCCUPANTS
8 OCCUPANTS
16 OCCUPANTS
5 OCCUPANTS
KITCHEN……………………………………………………………
629 SF / 100
CLASSROOMS………………………………………………….…
9,027 SF / 20
OFFICES …………………………………………………………..
746 SF / 100
MEETING ROOM ………………………………………………….
417 SF / 20
STORAGE/ JANITOR CLOSET ……………………………………
822 SF / 300
NON-CONCURRENT TOTAL:341 OCCUPANTS
7 OCCUPANTS
PROVIDED:22 3 4
BUSINESS (*)
MALE/FEMALE
1/40 —
MALE FEMALE
1/25 —
REQUIRED:
PROVIDED:
0.4
1
EDUCATIONAL
MALE/FEMALE
1/50
MALE FEMALE
1/50
REQUIRED:
PROVIDED:
6.5
13 13
6.5
——
——
1 PER 100
5
0.25
6
1 1
3 OCCUPANTS
3 OCCUPANTS
E0#
MAX
OC
FS
SDD
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
D1.1
AM
DEMOLITION PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
3'-4" 11'-6"
1
A4.2
REFER TO PROPOSED FLOOR PLAN
AND DOOR SCHEDULE FOR FINAL
OPENING SIZE
SCALE: 1/8" = 1'-0"
DEMO FLOOR PLAN
DEMOLITION NOTES:
1. DEMOLITION PLANS SHOW APPROXIMATE LAYOUT OF EXISTING BUILDING AND ARE NOT INTENDED TO REPRESENT "AS-BUILT" CONDITIONS. CONTRACTOR
SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN BIDDING THE WORK, PRIOR TO THE START OF CONSTRUCTION.
2. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. SERVICES (ELECTRICAL, PLUMBING, LOW-VOLTAGE, ETC) WITHIN
DASHED (WALLS) SHALL ALSO BE REMOVED.
3. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED,
AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN (IF APPLICABLE). SHORING AND BRACING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN
THE LOCAL JURISDICTION.
4. ALL ELECTRICAL DEMOLITION (DISCONNECT) WORK SHALL BE PERFORMED BY A FLORIDA LICENSED ELECTRICAL CONTRACTOR. ALL WORK SHALL BE COMPLETED IN
ACCORDANCE WITH CURRENT APPLICABLE CODES.
5. ALL PLUMBING LINES; (SUPPLY & DRAIN) SHALL BE PROPERLY DISCONNECTED AND TEMPORARILY CAPPED TO BE EXTENDED AND RELOCATED ACCORDING TO THE FUTURE
(SIGNED AND SEALED ENGINEERING DOCUMENTS) BY A FLORIDA LICENSED PLUMBING CONTRACTOR.
7. THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE SITE.
8. ANY AND ALL HAZARDOUS MATERIAL TO BE REMOVED SHALL BE PROPERLY REMOVED AS REQUIRED BY AN EPA LICENSED AND INSURED MATERIAL CONTAINMENT
CONTRACTOR.
9. ASBESTOS REPORT FOR DEMOLITION SHALL BE COMPLETED AND SUBMITTED BY THE GENERAL CONTRACTOR
10. SELECTIVE DEMOLITION SHALL BE PERFORMED WITH A METHOD DESIGNED TO PRESERVE ADJACENT MATERIAL SCHEDULED TO REMAIN.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
1 CITY COMMENTS 05/27/26
PROJECT NO: 25-671
DRAWN BY:
A1.1
AM
FIRST FLOOR PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:36 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
1234512345100123451234567891011121314151617181920212223123451234567891011121314151617181920212223102103104110109108
106 108107
105
107106105103102104
EX
EX EX EX EX
136
EX EXEXEX
137111
112 138139114110116115
125123EX
EX
EXEXEXEXEXEXEXEX
EXEX
EX
EX
EX
EX
EX 128
130124
121
122
126134
131132113
109127140135133 11810112910115'-10"14'-7"20'-0"31'-0"78'-2"12'-0" 82'-10"
3'-7"
26'-2"
7"
26'-0"
7"
27'-10"7'-9" 14'-6"
6'-5"2'-11"
26'-0"5"8'-4"
7"
7'-9"5'-7"16'-2"7"39'-10"
10'-10"
7"
40'-0"7"11'-3"
8'-6"
7"
30'-7"
8'-0" 14'-7" 8'-0"6'-6"6'-8" 22'-0"7"25'-0" 3'-6" 3'-0"25'-0"6"8'-6"
7"
30'-7"
1'-7"5'-1"
6"
6'-5"5"6'-6"
6"
14'-9"4'-5" 3'-2" 8'-10"
4'-0" 8'-0"
2'-2"11'-7"
16'-7" 21'-7" 8'-0" 12'-3"3'-0"3'-0"3'-0"7"
5'-0" 3'-0"8'-4"5'-10"13'-6" 3'-4" 7'-4" 6'-4" 3'-8" 8'-4" 6'-8" 8'-4" 6'-8" 8'-4"5'-8"5'-4"7"8"8'-2"
1'-8"18'-9"1'-8"10'-6"1'-8"43'-2" 6'-8" 17'-1"8"8"1'-10"14'-0"1'-0"2'-0"3'-4"
2'-4"
12'-6" 11'-0" 12'-6"
2'-0"3'-4" 9'-2" 3'-4"
2'-0"12'-6" 6'-10"3'-4" 13'-4" 3'-4" 31'-0"
6'-4"12" MIN.+21"
+35"
+0"
+0"
+0"
+0"
+0"+0"
+35"+35"
4
A5.1
4
A5.1
6
A5.1
6
A5.1
5
A5.1
5
A5.1
4
A6.1
4
A6.1
P-1
P-1 P-1P-2P-2P-5
P-7
P-1 P-8P-1P-10P-3
P-3P-2
COUNTERTOP & CABINETS
BY OTHER. GC SHALL
COORDINATE W/ OWNER
OPENING W/ ROLL-UP SHUTTER P-5P-5P-5
P-5
P-4
P-9
WALL MOUNTED WATER
HEATER
CABINETS #2 SEE ON
SHEET A8.1
CABINETS #2 SEE ON
SHEET A8.1
P-6EDGE OF SECOND
FLOOR ABOVE
PROVIDE SOUND
INSULATION AROUND
THE STM RISER WALLS
HI/LOW
D.F.
UP
LEG CURTAIN
STAGE CURTAIN
PROSCENIUM
OFF-STAGE
OFFICE
WOMEN'S
MEN'S
EXIST. CLASSROOMEXIST. CLASSROOM
EXIST. CLASSROOM
EXIST. CLASSROOM
EXIST. STORAGE
EXIST. CLASSROOM
EXIST. CLASSROOM EXIST. CLASSROOM
EXIST. CLASSROOM
EXIST. CLASSROOMEXIST. CLASSROOM
OFFICE
SERVICE KITCHEN
JANITOR
EXIST. BOYS
EXIST. GIRLS
SERVING COUNTER
AVL BOOTH
OFF-STAGE
PLATFORM
LIFT
UP
NEW ADDITIONALEXISTING
LANDSCAPE
SIDEWALKSIDEWALKLANDSCAPE
LANDSCAPELANDSCAPE
LANDSCAPECOVERED ENTRY
KITCHEN EQUIPMENT
AND COUNTER TOPS BY
OTHERS
CLASSROOM (798 SF)
CLASSROOM (797 SF)
CLASSROOM (814 SF)
AUDITORIUM (2,635 SF)
PLATEFORM
CLASSROOM (727 SF)CLASSROOM (733 SF) CLASSROOM (778 SF)
CL.
PORTABLE
POS
DRINK COUNTERFLUSH
5
DN
100
101
102
103 104
105
106
107
108
109
110
111
112
113
114
116
115
117
118
120
119
121 122
123
124
125
126
127
128
129
FD
DN
DN
DN
117
±18'-0"64'-2"26'-4"15'-6"69'-8"7"16'-8"1'-5"9'-4" 3'-0"7"27'-5"9'-6"3'-4" 4'-0"11'-0" 86'-1" 19'-0" 8'-11" 32'-7"157'-7"14'-3" 12'-6" 9'-9" 12'-6" 20'-2" 12'-6" 4'-5"2'-0"5'-0"2'-6"4'-6"10"
5'-2" 3'-6"1201191-1/2" DIA.
HANDRAIL @ 34"
ABOVE STIAR
NOSING
GUARDRAIL @
42" AFF
P-10
1234
1
2
3
1
2
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN
PROPOSED 15,252 SF UNDER AIR
PER LDR (CHAPTER 4, ARTICLE II): SECURITY VISION DOORS SHALL BE
UTILIZED AT ALL ENTRANCES TO STAIRWELLS ON EACH FLOOR. CONVEX
MIRRORS SHALL BE INSTALLED IN STAIRWELL AND ELEVATOR AREAS.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A1.2
AM
SECOND FLOOR PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
213212211203
205
209207208209219
200 201 202
212208
213216217214
215
218
201
204203
206211
205202200207204206210 2104
A5.1
4
A5.1
6
A5.1
6
A5.1
5
A5.1
5
A5.1
4
A6.1
4
A6.1
11'-4"3'-5"7'-5"5'-0"16'-10"11'-0" 86'-1" 9'-6" 20'-0" 31'-0"
16'-10"
12'-0" 82'-10"
94'-10"25'-3"42'-2"16'-7"8"25'-7" 5'-8"
16'-10"
26'-9" 26'-7" 27'-10"9'-6"7"3'-0" 27'-5"
5'-9" 15'-3" 5'-0"
7"5'-0" 3'-0" 15'-6"
2'-7"
7"
3'-0"7'-9"7"3'-0"2'-6"15'-2" 3'-0" 10'-7" 3'-0" 21'-7"5'-0"3'-0" 11'-0" 7'-0" 16'-0"
6'-4"
7"
5'-6"
5"7'-9" 5'-0" 9'-6" 8'-2"3'-0"27'-5"7'-8" 12'-6" 11'-0" 12'-6" 19'-10" 12'-6" 6'-10"14'-3" 12'-6" 9'-9" 12'-6" 20'-2" 12'-6" 4'-5"2'-0"5'-0"2'-6"2'-5"12'-0"2'-5"
2'-5"12'-0"2'-5"
4'-7"
64'-2" 26'-4" 15'-6"
1'-5"6'-4" 18'-7"
8'-6" 8'-7" 5'-0"
1'-0"
5'-6"
8'-6"
7"
2'-8"27'-11"3'-3"5"5'-7"10'-8"4'-8" 3'-4"6'-7"21'-10"7"28'-3"7"27'-10"7"8'-8"10"22'-3" 7'-11"17'-5"2'-8"5'-0"7"5'-0"2'-8"41'-4"2'-8"5'-0" 18'-7"7"5'-3"7"11'-0"2'-8"12" MIN.ROOF CRICKET
EXIST. ROOF
P-1
P-3
P-1
P-1 P-1
P-2
P-1P-1P-5P-5P-1P-3P-1ROOF ACCESS
ABOVE
LADDER W/ SECURITY
LOCK DOOR
P-5
P-5
CABINETS #3 SEE ON
SHEET A8.1
CABINETS #3 SEE ON
SHEET A8.1
GUARDRAIL @ 42" AFF
MECHANICAL
CHASE- TYP.
PROVIDE SOUND
INSULATION AROUND
THE STM RISER WALLS
CLASSROOM (800 SF)
CLASSROOM (816 SF)
CLASSROOM (800 SF)
CLASSROOM
(722 SF)
CLASSROOM
(722 SF)
CLASSROOM (720 SF)
OFFICE
BOYS
GIRLS
DN
BOARD ROOM (457 SF)
PLATFORM
LIFT
COFFEE BAR
UC
REF
DN
60 MIL TPO
ROOF BELOW
OPEN BELOW EQUIPMENTROOMAREA OF
REFUGE
AREA OF
REFUGE
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215 216
217
218
219
220 220UP
ATTIC
1-1/2" DIA. SIDE MOUNTED HANDRAIL
@ 34" ABOVE STIAR NOSING & 2-1/4"
OFF SET CLEARANCE FROM GUARDRAIL
3
A5.1
34'-2" 8'-4" 6'-8" 8'-4" 6'-8" 8'-4" 6'-4"78'-10"NEW
STRUCTURE
EXIST.
STRUCTURE
NEW
STRUCTURE
EXIST.STRUCTURESCALE: 1/8" = 1'-0"
PROPOSED 2nd FLOOR
PROPOSED 8,371 SF UNDER AIR
PER LDR (CHAPTER 4, ARTICLE II): SECURITY VISION DOORS SHALL BE
UTILIZED AT ALL ENTRANCES TO STAIRWELLS ON EACH FLOOR. CONVEX
MIRRORS SHALL BE INSTALLED IN STAIRWELL AND ELEVATOR AREAS.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A1.5
AM
ROOF PLANLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
25'-11" 42'-2"
3'-0"
MIN.3'-0"MIN.28'-6"
32'-10"
34'-8"
28'-6"22'-0"
14'-0"
27'-4"
28'-6"
28'-6"
ROOF CRICKET
ROOF CRICKET
ROOF CRICKET
ROOF CRICKET
ROOF CRICKET
30x36 ROOF ACCESS HATCH
W/ LADDER. INSTALL PER
MANUF. SPECS.
ROOF CRICKET
EXISTING
ROOF BELOW
EXISTING
ROOF BELOW
EXISTING
ROOF BELOW
TPO ROOF MEMBRANE
(COLOR:WHITE). REFER TO
SPECIFICATIONS
TPO ROOF MEMBRANE (COLOR:WHITE). REFER
TO SPECIFICATIONS
TPO ROOF MEMBRANE
(COLOR:WHITE). REFER TO
SPECIFICATIONSTPO ROOF MEMBRANE (COLOR:WHITE). REFERTO SPECIFICATIONSTPO ROOF MEMBRANE (COLOR:WHITE). REFER
TO SPECIFICATIONS
1/4":12"
SLOPE
T.O. PARAPET
T.O. PARAPET
T.O. PARAPET
T.O. PARAPETT.O. PARAPET
T.O. PARAPET
1/4":12"
SLOPE
1/4":12"
SLOPE
1/4":12"
SLOPE
1/4":12"
SLOPE
1/4":12"
SLOPE
1/4":12"
SLOPE
T.O. PARAPET
T.O. PARAPET
T.O. PARAPET
1/4":12"
SLOPE
1/4":12"
SLOPE
1/4":12"
SLOPE1/4":12"SLOPE1/4":12"SLOPEWHITE ALUMN. SCUPPERS/DOWNSPOUT
WHITE ALUMN. SCUPPERS/DOWNSPOUT
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
WHITE ALUMN. SCUPPERS/DOWNSPOUT
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
WHITE ALUMN. SCUPPERS/
DOWNSPOUT
WHITE ALUMN. EMERGENCY
SCUPPER (NO DOWNSPOUT)
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
NOTE: PROVIDE FLASHING
FOR KITCHEN HOOD
RTU SCREENING MATERIAL.
SAME HEIGHT AS UNITS
RTU SCREENING MATERIAL.
SAME HEIGHT AS UNITS
WHITE ALUMN. EMERGENCY SCUPPER (NO
DOWNSPOUT) REFER TO SCUPPER DETAIL.
RECTANGULAR SIZE - (1)8"x16"
WHITE ALUMN. EMERGENCY SCUPPER (NO
DOWNSPOUT) REFER TO SCUPPER DETAIL.
RECTANGULAR SIZE - (1)8"x16"
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
REFER TO SCUPPER DETAIL.
RECTANGULAR SIZE - (1)8"x16"
ROOF DRAIN W/ LEAF
SCREEN- TYPICAL
EMERGENCY OVERFLOW ROOF
DRAIN W/ LEAF SCREEN -TYPICAL
RTU #5
(SEE MEP
DWGS.)
RTU #8
(SEE MEP
DWGS.)
RTU #4
(SEE MEP
DWGS.)
RTU #2
(SEE MEP
DWGS.)
RTU #2
(SEE MEP
DWGS.)
RTU #7
(SEE MEP
DWGS.)
RTU #1
(SEE MEP
DWGS.)
RTU #6
(SEE MEP
DWGS.)
KEF
DOAS 1
SCALE: 1/8" = 1'-0"
ROOF PLAN
ROOF NOTES:
1. 1110.4MINIMUM NUMBER OF ROOF DRAINS:
NOT LESS THAN TWO ROOF DRAINS SHALL BE INSTALLED IN ROOF AREAS
10,000 SQUARE FEET (929 M2) OR LESS AND NOT LESS THAN FOUR
ROOF DRAINS SHALL BE INSTALLED IN ROOFS OVER 10,000 SQUARE FEET
(929 M2) IN AREA.
2. STORM WATER SHALL FLOW AWAY FROM THE BUILDING. ANY GUTTER
DRAIN THAT SPILL TO THE GROUND NOT IN A DRAIN BY CIVIL SHALL HAVE
A SPLASH BLOCK FLOWING MIN 12" AWAY FROM THE STRUCTURAL. REFER
TO CIVIL DWGS.
3. FBC 1503.4 ROOF DRAINAGE.
UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, DESIGN AND INSTALLATION
OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE FLORIDA
BUILDING CODE, PLUMBING, CHAPTER 11.
4. FBC 1503.4.2.1 OVERFLOW SCUPPERS:
OVERFLOW SCUPPERS SHALL BE PLACED IN PARAPETS NOT LESS THAN 2"
NOOR MORE THAN 4" ABOVE THE FINISHED ROOF COVERING AND SHALL
BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL
DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW
SCUPPER SHALL BE SIZED ACCORDANCE W/ FBC-PLUMBING
5. REFER TO PLUMBING DRAWINGS, MECHANICAL AND ELECTRICAL
DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING ROOF
FLASHING WORK. ALL ROOF PENETRATIONS ITEMS MAY NOT BE INDICATED
ON THIS ROOF PLAN. HOWEVER, ALL ROOF FLASHING WORK SHALL BE
PROVIDED BY THE ROOFING SUBCONTRACTOR.
6. ROOF ACCESS PER FBC 1015.7:
GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN
10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND
SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE
FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO
PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
7. 3. FBC 1015.6 MECHANICAL EQUIPMENT, SYSTEMS AND DEVICES.
GUARDS SHALL BE PROVIDED WHERE VARIOUS COMPONENTS THAT REQUIRE SERVICE
ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A
WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES
(762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL EXTEND NOT
LESS THAN 30 INCHES (762 MM) BEYOND EACH END OF SUCH COMPONENTS. THE
GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21
INCHES (533 MM) IN DIAMETER.
EXCEPTION: GUARDS ARE NOT REQUIRED WHERE PERMANENT FALL ARREST/RESTRAINT
ANCHORAGE CONNECTOR DEVICES THAT COMPLY WITH ANSI/ASSE Z359.1 ARE AFFIXED
FOR USE DURING THE ENTIRE ROOF COVERING LIFETIME. THE DEVICES SHALL BE
REEVALUATED FOR POSSIBLE REPLACEMENT WHEN THE ENTIRE ROOF COVERING IS
REPLACED. THE DEVICES SHALL BE PLACED NOT MORE THAN 10 FEET (3048 MM) ON
CENTER ALONG HIP AND RIDGE LINES AND PLACED NOT LESS THAN 10 FEET (3048 MM)
FROM THE ROOF EDGE OR OPEN SIDE OF THE WALKING SURFACE.
8. FBC 1503.4 ROOF DRAINAGE.
UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, DESIGN AND
INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION
1503 AND THE FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11.
9. ALL GUTTER DOWN-SPOUTS CONNECT INTO DRAINAGE SYSTEM BY CIVIL'S
ENGINEER. REFER TO CIVIL DWGS. GC SHALL COORDINATE
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A3.1
AM
RCPLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
9'-0"
9'-0"
9'-0"9'-0"9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-0"
8'-0"
9'-0"9'-0"9'-0"
9'-0"
9'-0"
8'-0"
4
A5.1
4
A5.1
6
A5.1
6
A5.1
5
A5.1
5
A5.1
4
A6.1
4
A6.1
CEILING GRID
CEILING GRID CEILING GRID CEILING GRID
5/8" M.R.
GWB
5/8" M.R.
GWB
5/8" M.R.
GWB
CEILING GRID
5/8" M.R.
GWB
CEILING GRID
CEILING GRIDCEILING GRID
CEILING GRID
CEILING GRID
VINYL CEILING
TILES
5/8" M.R.
GWB
7'-0" HEADER HEIGHT7'-0" HEADER HEIGHT
7'-0" HEADER HEIGHT7'-0" HEADER HEIGHT
HOOD
11'-0"
9'-0"
9'-0"
9'-0"
12'-4"
13'-1"
9'-0"
13'-0"
10'-0"10'-0"
7'-2"
9'-0"
9'-6"
SOFFIT SIGNAGE ABOVE
THE DOOR. SEE DETAIL
5/8" GWB
5/8" M.R.
GWB
5/8" M.R.
GWB
5/8" M.R.
GWB
5/8" M.R.
GWB
PAINTED STUCCO
CEILING
5/8" GWB
5/8" GWB
5/8" GWB
B.O. SOFFIT
5/8" GWB 5/8" GWB
5/8" GWB
5/8" GWB SOFFIT
CEILING GRID
SCALE: 1/8" = 1'-0"
1st FLOOR REFLECTED CEILING PLAN
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A3.2
AM
RCPLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
4
A5.1
4
A5.1
6
A5.1
6
A5.1
5
A5.1
5
A5.1
4
A6.1
4
A6.1
2'-0"2'-0"2'-0"2'-0"
26'-2"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"9'-0"21'-4"8'-0"
8'-0"
8'-0"
VARIES
8'-0"
11'-0"
11'-2"
ROOF CRICKET
SPRAY CEILINGS DECKS W/
NEW SOUND FOAM (3" K-13
COLOR: BLACK)
SPRAY CEILINGS DECKS W/
NEW SOUND FOAM (3" K-13
COLOR: BLACK)
METAL JOIST SHALL BE
PAINTED BLACK
METAL JOIST SHALL BE
PAINTED BLACK
EXPOSED CEILING
CEILING GRID
CEILING GRID
CEILING GRID
CEILING GRID
CEILING GRID
CEILING GRIDEXPOSED CEILING5/8" M.R.
GWB
5/8" M.R.
GWB
5/8" M.R.
GWB
EXISTING
ROOF BELOW
EXISTING
ROOF BELOW
60 MIL TPO
ROOF BELOW
AREA OF
REFUGE
AREA OF
REFUGE
EXPOSED CEILING
5/8" M.R.
GWB
5/8" M.R.
GWB
CEILING GRID
7'-0" HEADER HEIGHT
EXPOSED CEILING
3
A5.1
9'-0"
10'-0"
9'-0"
8'-0"
8'-0"
9'-0"
9'-0"
CEILING GRID
5/8" GWB
CEILING GRID
CEILING GRID5/8" M.R. GWB
5/8" GWB
5/8" M.R.
GWB
7'-0"
HEADER
HEIGHT
7'-0"
HEADER
HEIGHT
SCALE: 1/8" = 1'-0"
2nd FLOOR
RCP/LIGHTING LEGEND
CEILING FAN
EXHAUST FAN (W/ LIGHT)
J-BOX
ELECTRICAL LEGEND
WALL J-BOX
FLOOR J-BOX
GFI RECEPTACLE
SINGLE REC., VERIFY NEMA PLUG REQ.
RECEPTACLE
QUAD RECEPTACLE
220V RECEPTACLE
RECEPTACLE W/ USB
RECEPTACLE ON SWITCH
FLOOR RECEPTACLE
PIG TAIL ELECTRICAL POKE
TV/CABLE
DATA
METER
CUT OFF SWITCH
TRANSFORMER
DATA PANEL
J
J
HT#
P
3
4
D
C/O
SD
OS
RH
RC
ELECTRICAL PANEL
SUPPLY AIR DEFUSER
RETURN AIR DEFUSER
WALL LIGHT
SCONCE LIGHT
DOWN LIGHT
RECESSED LIGHT
DIRECTIONAL RECESSED LIGHT
PENDANT LIGHT
FLUORESCENT LIGHTS
FLUORESCENT LIGHTS
LED (DIRECT/INDIRECT) LIGHTS
PARABOLIC LIGHTS
PARABOLIC LIGHTS
LED (DIRECT/INDIRECT) LIGHTS
(4' 6' 8') STRIP LIGHTS
TRACK LIGHTS
VANITY LIGHT
SPEAKER LIGHT
LED STRIP
SMOKE DETECTOR
CO/SMOKE COMBO DETECTOR
AIR SWITCH/PUSH BUTTON SWITCH
SINGLE SWITCH
3-WAY SWITCH
4-WAY SWITCH
DIMMER SWITCH
OCCUPANCY SENSOR SWITCH
SECURITY/FLOOD LIGHTS
RHEOSTAT FAN SPEED CONTROL
REMOTE CONTROL SWITCH
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A4.1
AM
ELEVATIONSLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
17'-2"0"
13'-4"
26'-2"
28'-6"
32'-8"7'-0"2'-6"4'-6" 8'-10" 4'-6" 7'-4"10"16'-8" 5'-4"13'-4" 12'-10"2'-4"4'-2"2'-11"11'-0"22'-0"
6
A5.1
6
A5.1
110
202 201 200
108109
203
106 105 EX EX EX EX108107
ALUMINUM LOUVER SCREEN, SHOP DWGS AND ENGINEERING TO
BE PROVIDED BY THE FABRICATOR AS A DEFERRED SUBMITTAL
FINISH SECOND
FLOOR
T.O. METAL JOIST
GROUND FLOOR (MATCH
W/ EXIST. FLOOR)
T.O. PARAPET
T.O. PARAPET
(CLOCK TOWER)
NEW ADDITIONAL EXISTING
T.O. CONC.
STRUCTRAL SLAB
A
A
A
A
A
A
A
A
A
1 A
1 A 1 A 1 A
2 A
1 A
A
A
A
1
AHU AHU
2
2
2
2
2
2
1
2
2
1
1
BLUE ALUMN. EMERGENCY SCUPPER (NO
DOWNSPOUT) REFER TO SCUPPER DETAIL.2'-6"4'-6" 8'-10" 4'-6" 7'-4"10"11'-0" 4'-4" 8'-0"9'-4"0"
13'-4"
26'-2"
28'-6"
32'-8"13'-4" 12'-10"2'-4"4'-2"32'-8"7'-0"6'-4"7'-0"2'-0"8'-0"1'-4"2"2'-8"7'-4"1'-0"20'-4"10'-0"1'-6"2'-11"5'-0"4
A5.1
4
A5.1
2"x5/8" REVEAL LINES @ 18" O/C
CONCRETE CAP
204
206207
103
209
104 102 101 100
1" STUCCO BANDING
208
ALUMINUM LOUVER SCREEN, SHOP DWGS AND
ENGINEERING TO BE PROVIDED BY THE
FABRICATOR AS A DEFERRED SUBMITTAL
CLOCK TOWER
FINISH SECOND
FLOOR
T.O. METAL JOIST
GROUND FLOOR (MATCH
W/ EXIST. FLOOR)
T.O. PARAPET
A
A
A
A
A
A
A
A
1 A
1 A
1 A
1
A
B
B B
B
A
1 A
1 A 2 A 2 A 2 A 2
A
B
AHU AHU
AHUAHU
T.O. PARAPET
CLOCK TOWER
CONCRETE CAP
2
1
2
2 2
2
2
21
3
3 3
3
2
3
CLOCK
LOGO
13'-4"
0"
29'-10"
32'-0"7'-0"2'-8"7'-4"1'-0"1
1
'
-
6
"
20'-0"8'-10"8'-6"45°
6
A5.1
6
A5.1
EX
ROOF CRICKET
104
101
205
210
ALUMINUM LOUVER SCREEN, SHOP DWGS AND ENGINEERING TO
BE PROVIDED BY THE FABRICATOR AS A DEFERRED SUBMITTAL
NEW ADDITIONALEXISTING
T.O. SECOND
FLOOR
T.O. PARAPET
T.O. PARAPET
T.O. PARAPET
GROUND FLOOR
(MATCH W/ EXIST. FLOOR)
A
A
A
A
A
A
A
A
1 A
B
1 A
2 A
B
B
1 A
1 A
1 A
28'-6"
AHU AHUAHU, REFER TO
MEP DWGS.
T.O. ROOF
32'-8"
STAIRWAY BEHIND WALL
CONCRETE CAP
CONCRETE CAP
1
2
2
1
1
2
1
2
3
3
3
CONCRETE CAP
WHITE ALUMN. SCUPPERS/DOWNSPOUT
SIGNAGE BY GC (DELATED PERMIT APP BY SIGNAGE
CONTRACTOR. BACK LITE BLUE CHANNEL LETTERS
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
REFER TO SCUPPER DETAIL.
SCALE: 1/8" = 1'-0"
WEST ELEVATION
SCALE: 1/8" = 1'-0"
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
EAST ELEVATION
NOTES:
REFER TO ROOF PLAN FOR RTU SCREENING LOCATIONS.
SCREENING HEIGHT TO BE SAME AS UNITS
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A4.2
AM
ELEVATIONLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
6'-0" 7'-0"2'-0"4'-0"13'-0"19'-0"4
A5.1
4
A5.1
103 102
107
106
105
211212213
WHITE ALUM. DOWNSPOUTS, REFER TO CIVIL DWGS.
EXIST. BUILDING
A
A A
A
A
A CONCRETE CAP
1
2 1
2
111
2
1
WHITE ALUMN. EMERGENCY SCUPPER (NO DOWNSPOUT)
REFER TO SCUPPER DETAIL.
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
M A T E R I A L S C H E D U L E
A
SYMBOL MATERIAL FINISH
PAINT
B
C
SMOOTH STUCCO FINISH
PAINT2"x5/8" REVEAL
P A I N T (S C H E D U L E) COLORS:
1
SYMBOL COLOR
2
3
SHERWIN-WILLIAMS
LOCATION
STUCCO BAND
BODY COLOR
GREEK VILLA - SW 7551
SHERWIN-WILLIAMS
POWERDER COAT BLACK
ALUMINUM
REVEAL
BLACK EMERALD- SW 2936
ALUMN. AWNINGS
POWDER COAT
D PAINT
4
SHERWIN-WILLIAMS
BLUEBLOOD- SW 6966
COLOR ACCENT
NOTES:
REFER TO ROOF PLAN FOR RTU SCREENING LOCATIONS.
SCREENING HEIGHT TO BE SAME AS UNITS
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A5.1
AM
BUILDING SECTIONSLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
4
A5.1
0"
13'-4"
26'-2"
27'-8"13'-4" 12'-10"
0"
2'-11"
VARIOUS
32'-0"7'-0"11'-0"11'-2"207
100
VALANCE CURTAIN
LEG CURTAIN
BACK CURTAIN
TPO ROOF MEMBRANE, REFER
TO ROOF PLAN
K-13(COLOR: BLACK), REFER TO
REFLECTIVE CEILING PLAN
RIGID INSULATION R-20, REFER TO MEP
ENERGY CALC. OVER METAL DECK
5/8" GWB OVER METAL FRAMING
PTD. STEEL BAR JOIST, REFER TO
STRUCTURAL DWGS.
133 134
132
CEILING GRID, REFER TO
REFLECTED CEILING PLAN
BRACING 48" O/C
PLATEFORM
CLASS ROOM
CLASS ROOM
LOBBY AUDITORIUM/
CAFETERA
FINISH SECOND
FLOOR
T.O. METAL JOIST
GROUND FLOOR
(MATCH W/ EXIST.
FLOOR)
T.O. PARAPET
T.O. PARAPET
GROUND FLOOR
(MATCH W/ EXIST.
FLOOR)
T.O. PLATEFORM
T.O. METAL JOIST
HALLWAY
HALLWAY
2
A5.1
12'-0"1'-8"PAINTED 5/8" GWB OVER 3/4"
MTL. FURRING OVER CMU WALL
6" CVB BASE
BOARD
2
A6.1
1
A6.1
9'-0" 4'-4" 9'-0" 3'-10"21'-4"2'-11"0"
13'-4"
26'-2"
28'-6"
0"
26'-2"
32'-0"3'-4"VALANCE CURTAIN
LEG CURTAIN
201
127124 130
134
PAINTED 5/8" GWB OVER 3/4" MTL.
FURRING OVER CMU WALL
6" CVB BASE
BOARD
FINISH SECOND
FLOOR
T.O. METAL JOIST
GROUND FLOOR
(MATCH W/ EXIST.
FLOOR)
CLASSROOM (797 SF)
AUDITORIUM
CLASSROOM (800 SF)
T.O. BAR JOIST
GROUND
FLOOR
T.O. CAST-IN-PLACE
PARAPET
T.O. CAST-IN-PLACE PARAPET
TPO ROOF MEMBRANE, REFER
TO ROOF PLANK-13(COLOR: BLACK), REFER TO
REFLECTIVE CEILING PLAN
RIGID INSULATION R-20, REFER TO MEP
ENERGY CALC. OVER METAL DECK
1/4":12"
SLOPE
26'-2"
28'-6"
3"10"PAINTED 5/8" SMOOTH STUCCO FINISH,
REFER TO 9.2.2 EXTERIOR STUCCO
WATERPROOFING ON SHEET G0.3
1/2:12"
SLOPE
T.O. PARAPET (BOND BEAM)
T.O. CONCRETE BEAM
1/4:12"
SLOPE
CAST-IN-PLACE BOND BEAM. REFER TO
STRUCUTRAL DWGS.
CAST-IN-PLACE CONCRETE. REFER TO
STRUCTURAL DWGS.
PROVIDE SHERWIN WILIAM CONFLEX XL
WATERPROOFER 2 COATS (SMOOTH) ON TOP &
8" DOWN THE SIDE OF PARAPET WALL
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
METAL BAR JOIST, REFER TO STRUCTURAL DWGS.
METAL DECK, REFER TO STRUCTRAL DWGS.
2" ISO BOARD
TPO ROOF MEMBRANE OVER
TAPERED POLYISO INSULATION,
REFER TO ROOF PLAN
5/8" GWB
1
A5.1
0"
13'-4"
26'-2"
29'-8"
32'-8"
100
207
SEE SOFFIT DETAIL ON SHEET A7.2
CONCRETE SLAB, REFER TO STRUCTURAL DWGS.
FINISH SECOND
FLOOR
T.O. METAL JOIST
GROUND FLOOR (MATCH
W/ EXIST. FLOOR)
T.O. PARAPET
BOARD
ROOM
COVERED
ENTRY
TPO ROOF MEMBRANE OVER TAPERED
POLYISO INSULATION, REFER TO ROOF PLAN
CEILING GRID, REFER TO
REFLECTED CEILING PLAN
METAL DECK OVER METAL BAR JOIST,
REFER TO STRUCTURAL DWGS.
CMU WALL, REFER TO
STRUCTURAL DWGS.
IMPACT STOREFRONT, REFER TO
WINDOW SCHEDULE
BEAM, REFER TO STRUCTURAL DWGS.
29'-8"
32'-8"
PAINTED 5/8" SMOOTH STUCCO FINISH,
REFER TO 9.2.2 EXTERIOR STUCCO
WATERPROOFING ON SHEET G0.3
1/2:12"
SLOPE
T.O. PARAPET (BOND BEAM)
T.O. CONCRETE BEAM
BOARD ROOM
3"10"CAST-IN-PLACE BOND BEAM. REFER TO
STRUCUTRAL DWGS.
CAST-IN-PLACE CONCRETE. REFER TO
STRUCTURAL DWGS.
PROVIDE SHERWIN WILIAM CONFLEX XL
WATERPROOFER 2 COATS (SMOOTH) ON TOP &
8" DOWN THE SIDE OF PARAPET WALL
METAL BAR JOIST, REFER TO STRUCTURAL DWGS.
METAL DECK, REFER TO STRUCTRAL DWGS.
2" ISO BOARD
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
TPO ROOF MEMBRANE OVER
TAPERED POLYISO INSULATION ,
REFER TO ROOF PLAN 5'-4"TREMCO VULKEM 350NF / 351NF FLUID
APPLIED WP ASSEMBLY (05-YEARS
WARRANTY).
5/8" PAINTED SMOOTH STUCCO FINISH
PROVIDE 1/4"W x 1/4"D
STUCCO RAIN STOP
1/4":12"
SLOPE
1'-8"
CONC. SLAB, REFER TO STRUCTURAL DWGS.
CMU WALL (SEE STRUCT DWG'S)
CAST-IN-PLACE CONCRETE. REFER TO
STRUCTURAL DWGS.
BRACING 48" O/C
BOTTOM OF PLATEFORM
OPENING
5/8" GWB ON EACH SIDE
SECURE TO STRUCUTURE
ABOVE
METAL STUD WALL, REFER TO
STRUCTURAL DWGS.1'-4"5'-4"1'-4"8"
CMU WALL (SEE STRUCT DWG'S)
5/8" GWB
PAINTED SMOOTH STUCCO FINISH, REFER TO
PROPOSED ELEVATIONS
1-1/2" DIA. PIPE HANDRAILING WALL
MOUNTED HANDRAIL @ 34" ABOVE
RAMP SURFACE. 2-1/4" OFF WALL
SCALE: 1/8" = 1'-0"6 SECTION
SCALE: 1/8" = 1'-0"4 BUILDING SECTION
SCALE: 3/4" = 1'-0"2 PARAPET DETAIL
SCALE: 1/8" = 1'-0"5 BUILDING SECTION
SCALE: 1/2" = 1'-0"1 DETAIL
SCALE: 1/4" = 1'-0"3 WEST ENTRYWAY PARAPET DTL.
SCALE: 1/4" = 1'-0"4 DETAIL
SCALE: 1/4" = 1'-0"1 EXT. WALL BUMP-OUT DTL.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A6.1
AM
WALL SECTIONSLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
26'-2"
0"
32'-0"
1/2":12"
SLOPE
1/4":12"
SLOPE
T.O. BAR JOIST
GROUND FLOOR
SIMILAR
AUDITORIUM
T.O. PARAPET
1
A5.1
10"3"
2" ISO BOARD INSULATION.
REFER TO MEP ENERGY CALC.
TPO ROOF MEMBRANE OVER
TAPERED POLYISO INSULATION,
REFER TO ROOF PLAN CONC. BEAM (SEE STRUCT DWG'S)
CMU WALL (SEE STRUCT DWG'S)
5/8" PAINTED SMOOTH
STUCCO FINISH
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
TERMINATION BAR, INSTALL PER
MANUFACTOR SPEC.
K-13, COLOR TO BE BLACK,
REFER TO SPEC. SHEET
PTD. BLACK STEEL BAR JOIST,
REFER TO STRUCTURAL DWGS.
WHITE ALUMN. SCUPPERS/DOWNSPOUT
ROOF CRICKET
IMPACT WINDOW, REFER TO
WINDOW SCHEDULE
IMPACT WINDOW, REFER TO
WINDOW SCHEDULE
5/8" GWB
CONCRETE SLAB & FOOTING,
REFER TO STRUCTURAL DWGS.
SEE FINISH SCHEDULE FOR
BASE SELECTION
SEE FINISH SCHEDULE FOR
FINSIH FLOOR SELECTION
FINISH GRADE SLOPE AWAY
FROM STRUCTURE- TYPICAL10"0"
13'-4"
26'-2"
32'-0"9'-0"13'-4" 12'-10"
134
AUDITORIUM
HALLWAY
HALLWAY
1/4":12"
SLOPE
FINISH SECOND FLOOR
T.O. METAL JOIST
T.O. PARAPET
30'-0"3"
TPO ROOF MEMBRANE OVER
TAPERED POLYISO INSULATION,
REFER TO ROOF PLAN
CMU WALL (SEE STRUCT DWG'S)
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
CONCRETE SLAB & FOOTING,
REFER TO STRUCTURAL DWGS.
SEE FINISH SCHEDULE FOR
BASE SELECTION
SEE FINISH SCHEDULE FOR
FINSIH FLOOR SELECTION
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
METAL FLASHING
TPO ROOF MEMBRANE OVER TAPERED
POLYISO INSULATION, REFER TO ROOF PLAN
CAST-IN-PLACE CONCRETE. REFER TO
STRUCTURAL DWGS.
METAL BAR JOIST, REFER TO STRUCTURAL DWGS.
METAL DECK, REFER TO STRUCTRAL DWGS.
2" ISO BOARD
5/8" GWB
PTD. BLACK STEEL BAR JOIST, REFER
TO STRUCTURAL DWGS.
K-13, COLOR TO BE BLACK,
REFER TO SPEC. SHEET
CEILING GRID, REFER TO REFLECTED CEILING PLAN
METAL DECK, REFER TO
STRUCTRAL DWGS.
METAL BAR JOIST, REFER TO STRUCTURAL DWGS.
METAL DECK, REFER TO STRUCTRAL DWGS.
CEILING GRID, REFER TO REFLECTED CEILING PLAN
1/4":12"
SLOPE
3'-0" 4'-0"9'-0"13'-0"
EXEX
COUNTERTOP W/ BASE CABINETS. GC SHALL COORDINATE W/
OWNER- TYPICAL. COUNTER TOP @ 36" AFF
107
213
KITCHEN OFFICE
EXIST.
ROOM
AUDITORIUM HALLWAY
1/4":12"
SLOPE
NEW ADDITIONAL EXISTING
TPO ROOF MEMBRANE OVER TAPERED
POLYISO INSULATION, REFER TO ROOF PLAN
EXIST. ROOF
EXISTING ROOF BUILT-UP CRICKET ROOF
TPO ROOF MEMBRANE OVER TAPERED
POLYISO INSULATION, REFER TO ROOF PLAN
CEILING GRID, REFER TO REFLECTED CEILING PLAN
MTL. STUDS BRACING
AS-REQUIRED. REFER
TO STRUCTURAL
DWGS.
METAL DECK OVER METAL BAR JOIST,
REFER TO STRUCTURAL DWGS.
CMU WALL, REFER TO
STRUCTURAL DWGS.
STUCCO STOP, INSTALL PER
MANUFACTOR SPEC.
PLATFORM
LIFT
HALLWAY
HALLWAY
WOMENS
BOYS
3-5/8" (22 GA) MTL.
FRAMING
3-5/8" (22 GA) MTL.
FRAMING
TPO ROOF MEMBRANE OVER TAPERED
POLYISO INSULATION, REFER TO ROOF PLANCMU WALL, REFER TO
STRUCTURAL DWGS.
STUDS BRACE 3-5/8" (20 GA.)
MTL. FRAMING, LENGTH OF ROOM
@ 4' O/C
CMU WALL, REFER TO
STRUCTURAL DWGS.
STUDS BRACE 3-5/8" (20 GA.)
MTL. FRAMING, LENGTH OF ROOM
@ 4' O/C
5/8" GWB
5/8" GWB
CEILING GRID, REFER TO
REFLECTED CEILING PLAN
CEILING GRID, REFER TO
REFLECTED CEILING PLAN
METAL BAR JOIST, REFER TO
STRUCTURAL DWGS.
METAL DECK, REFER TO
STRUCTRAL DWGS.
SCALE: 1/2" = 1'-0"2 DETAIL
SCALE: 1/2" = 1'-0"1 WALL SECTION
SCALE: 1/8" = 1'-0"4 BUILDING SECTION
SCALE: 1/4" = 1'-0"5 ELEVATOR DETAIL
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A9.1
AM
3D VIEWLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
CLOCK TOWER
3D RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY. REFER TO BUILDER'S SPECIFICATIONS, PROPOSED
FLOOR PLANS AND ELEVATIONS & PRODUCTS. FOR COLOR & MATERIAL SELECTIONS.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
GSPublisherVersion 1512.32.33.100
DELTA REV. # REVISION DATE
PROJECT NO: 25-671
DRAWN BY:
A9.2
AM
3D VIEWLAKEWORTH CHRISTIANSCHOOL7592 HIGH RIDGE RDBOYNTON BEACH, FLORIDA 33426/Volumes/SSA Projects/Active Projects/25-671 Lake Worth Christian School (Boynton Beach)/25-671 LWCS two story (SPA).plnTHE WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
THE CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON
THE JOB, AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM
THE DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE-UNAUTHORIZED
REPRODUCTION OR ANY OTHER USE
OF THIS DRAWING IS PROHIBITED.
DATE:
CHECKED BY:
04/13/26
CD
STEVE SIEBERT
ARCHITECTURE
1010 GATEWAY BLVD, SUIT 103
BOYNTON BEACH, FL 33426
PH. 561.880.7894
Steve@stevesiebert.com
www.stevesiebert.com LAST SAVED: 7/28/26 @ 9:37 AM LAST SAVED BY: Adam MillerSS
STEVEN W. SIEBERT
FLORIDA AR0017834
3D RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY. REFER TO BUILDER'S SPECIFICATIONS, PROPOSED
FLOOR PLANS AND ELEVATIONS & PRODUCTS. FOR COLOR & MATERIAL SELECTIONS.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662