B09_-_CASA_324271_-_Drawings_-_Revision_1__2025-12-22_0003.pdf
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- Solicitation number
- 140P2026R0016
About this file
These architectural drawings are for a new fee station building at Castillo de San Marcos National Monument in Florida. The project involves constructing a single-story, approximately 1,000 square foot facility with multiple functional spaces including an entry area, tickets room, office, break area, and ticket windows. The building will feature a hip roof with composite shingles, heavy timber columns, fiber cement soffit and fascia, and will be painted white (STCO-1) and gray (STCO-2) to match existing National Park Service aesthetic. The site plan includes new ADA pathways, a fee station plaza, and is located adjacent to the existing historic Castillo de San Marcos structure near the Matanzas River. Specific design elements include hurricane-rated windows, roll-down hurricane shutters, aluminum downspouts, steel gates and fencing, and provisions for government-provided items like lockers, refrigerator, and signage.
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Text version
S
EXISTING CASTILLO
DE SAN MARCOS
MATANZAS RIVER
NEW FEE STATION
BUILDING
NEW ABAAS PATHWAY;
SEE CIVIL
EXISTING PATHWAY
EXISTING HISTORIC
SITE WALL
EXISTING HISTORIC
SITE WALL
EXISTING PATHWAY NEW ABAAS PATHWAY; SEE CIVIL
EXISTING CANNON
EXHIBIT
MOAT
MOAT
EXISTING EXHIBIT
SIGNAGE
NEW FEE STATION
PLAZA; SEE CIVIL
EXISTING CASTILLO
DE SAN MARCOS
GATE
GATE
GATE
GRASS
AREA
1. SITE PLAN IS PROVIDED FOR CONTEXT ONLY. THERE ARE NO
PLANNED UPGRADES TO UTILITY INFRASTRUCTURE SYSTEMS FOR
THIS PROJECT.
2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING
CONDITIONS TO REMAIN. DAMAGE SHALL BE RESTORED TO MATCH
EXISTING OR BETTER.
3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO
EXISTING LANDSCAPING ONCE PROJECT IS COMPLETE.
COORDINATE WITH PARK TO IDENTIFY LANDSCAPE CONDITIONS TO
BE RESTORED.
GENERAL SITE NOTES:
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/1
/2
:2
:2
A
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
ARCHITECTURAL SITE PLAN
AS101
12-16-2025
CC
CC
BB
51 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
A
R
189856
AS101
1 ARCHITECTURAL SITE PLAN
20 0 20 40
SCALE OF FEET
20 0 20 40
SCALE OF FEET
LCallura Cloud
LCallura Cloud
LCallura Text Box
LCallura Polygon
LCallura Text Box
LCallura Polygon
T
C
A
A201
A201
A201
A301
A301
A301
A301
B
TICKET
WINDOW #2
ABA TICKET
WINDOW #1
TICKETS
OFFICE
ENTRY
BREAK AREA
TICKET
WINDOW #3
13 13
E
D
2 4
W4
W4
A101
B
A101
B
B
C
A311
A311
A351T.O.W
4'-0", TYP.
A
A101
W4D
W4D
W6
W4
A351
A751
GROUP
TICKET
WINDOW
FEC
B
12' - 0"
6' - 1"4' - 4"1' - 8"11' - 1"
23' - 2"
10' - 5"12' - 9"
6' - 1"6' - 0"11' - 1"
1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS
AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. WORK IS
TO BE PLANNED SO THAT DISCREPANCIES ARE DISCOVERED WITH
ADEQUATE TIME FOR REVIEW BY THE CONTRACTING OFFICER
WITHOUT DELAY TO SCHEDULE.
3. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE
FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN
PERMISSION FROM THE CONTRACTING OFFICER.
4. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING
OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE
DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE
WORK.
5. HINGE FRAME OF DOORS SHALL BE LOCATED 4" FROM ADJACENT
STUD WALLS OR CENTERED BETWEEN WALLS, UNO.
6. DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE, UNO.
7. LOCATION OF ALL WALL MOUNTED DEVICES SHALL BE VERIFIED
WITH THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
GENERAL FLOOR PLAN NOTES:
A201
A201
A201
A301
A301
A301
A301
5"
1' -0
5" / 1'-0"
5" / 1'-0"
5"
1' -0
5" / 1'-0"
LINE OF FACE OF
EXTERIOR WALL BELOW
1' - 0"
1' - 0"
LEGEND:
6" WOOD STUD WALL
W/ GYP ON BOTH SIDES
X DOOR TYPE. SEE A601
WINDOW TYPE. SEE A601X
C
D
19 SF
BREAK AREA
4' - 8"
UNDER-COUNTER
REFRIGERATOR;
PROVIDED BY
GOVERNMENT
PL-2
C
D
2' - 1"2' - 6"
FILLER
1"
FIRST FLOOR
0'-0"
FILLER
1"2' - 6"2' - 1"
PL-1
PL-2
FILLER
1"
4' - 6"FILLER
1"
PL-1
UNDER-COUNTER
REFRIGERATOR;
PROVIDED BY
GOVERNMENT
C
A
B
E
D
2 4
9' - 11 1/2"7' - 7 1/2"5' - 7"
6' - 2 1/2"6' - 0"5' - 5 1/2"
/2
/2
/2
2' - 10 1/4"3' - 2 3/4"
2' - 9 3/4"
3' - 2 1/4"
2' - 9 3/4"8' - 3 1/4"
57 SF
OFFICE
TICKETS
BREAK AREA
ENTRY
2' - 11" 1' - 6" 1' - 8"
3' - 2"
EQEQ
2"
1' - 5"
1' - 10 1/4" 1' - 10 1/4"
1' - 1"
/2
/2
/2
1' - 1 1/4"
4' - 2"
5' - 2 1/2"
/2
E Q
E Q
FIRST FLOOR
0'-0"
/4
3' - 2 3/4" 2' - 0" 2' - 0"
PL-1
LOCKERS, PROVIDED BY GOVERNMENT
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/1
/2
:2
:2
A
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
FLOOR PLAN & ROOF PLAN
A101 12-16-2025
M.LAROSA
M.LAROSA
C.BAXTER
54 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
189856
SCALE AA101
2 FLOOR PLAN
SCALE
SCALE OF FEET
A
B L D
G
FLOOR PLAN SHEET NOTES
SEE ARCH MASTER KEY FOR COMPLETE LIST
TAG # TAG DESCRIPTION
1 (2) 2'-0" x 7'-0" STORAGE CABINETS
2 ELECTRICAL PANEL
3 COAT HOOKS OR SHELVING BY GOVERNMENT; BLOCKING AS
REQUIRED
4 8'-0" x 4'-0" STEEL GATE & FENCE
5 FURNITURE; PROVIDED BY GOVERNMENT
6 TICKETING COUNTER
7 COMPOSITE ROOF SHINGLES
8 8x8 HEAVY TIMBER COLUMN; TYP.
9 NPS ARROWHEAD, PROVIDED BY CONTRACTOR. PROVIDE
BLOCKING IN WALL TO SUPPORT; COORDINATE WITH PARK
10 TICKETING WINDOW
11 HEAVY TIMBER COUNTER
12 4'-0" STEEL FENCE
13 ALUMINUM DOWNSPOUT, GUTTER SYSTEM. AND CONCRETE
SPLASH BLOCK
14 CONDENSING UNIT
15 INTERIOR STOREFRONT
16 FIBER CEMENT SOFFIT AND FASCIA
19 ROLL DOWN HURRICANE SHUTTERS
20 (3) 12" x 6'-0" WIDE LOCKERS; PROVIDED BY GOVERNMENT
21 PARK FEE SIGN (PROVIDED BY PARK, N.I.C.). PROVIDE BLOCKING IN
WALL FRAMING FOR SIGN ATTACHMENT
22 FIXED BASE STAINLESS STEEL STANCHION AND CHAIN
SCALE AA101
1 ROOF PLAN
SCALE BA101
4 ENLARGED PLAN - BREAK AREA
SCALE
SCALE OF FEET
2 0 2 4 B
SCALE AA101
6 INTERIOR ELEVATION - BREAK AREA
SCALE AA101
3 FLOOR PLAN - DIMENSION PLAN
SCALE AA101
5 INTERIOR ELEVATION - STORAGE
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
STCO-1
STCO-2
A311
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
13 13
STCO-1
A
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
13 16
STCO-1
A311
B
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
STCO-2
A702
8 9 21 11 11 11 11
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/1
/2
:2
:2
A
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
EXTERIOR ELEVATIONS
A201 12-16-2025
M.LAROSA
M.LAROSA
C.BAXTER
56 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
189856
SCALE OF FEET
ELEVATION SHEET NOTES
SEE ARCH MASTER KEY FOR COMPLETE LIST
TAG # TAG DESCRIPTION
4 8'-0" x 4'-0" STEEL GATE & FENCE
7 COMPOSITE ROOF SHINGLES
8 8x8 HEAVY TIMBER COLUMN; TYP.
11 HEAVY TIMBER COUNTER
12 4'-0" STEEL FENCE
13 ALUMINUM DOWNSPOUT, GUTTER SYSTEM. AND CONCRETE
SPLASH BLOCK
14 CONDENSING UNIT
16 FIBER CEMENT SOFFIT AND FASCIA
18 HURRICANE RATED WINDOWS
19 ROLL DOWN HURRICANE SHUTTERS
A201
1 ELEVATION - WEST
A201
2 ELEVATION - NORTH (REAR)
A201
3 ELEVATION - EAST
EXTERIOR MATERIALS AND FINISH SCHEDULE
STCO-1
PPG1020-1 "ATRIUM WHITE", OR EQUAL. MATCH COLOR TO
EXISTING NPS HQ BUILDING
STCO-2
PPG 1023-3 "ASHEN", OR EQUAL
A201
4 ELEVATION - SOUTH (FRONT)
| Sheets |
| A101 - FLOOR PLAN & ROOF PLAN |
| A201 - EXTERIOR ELEVATIONS |
| AS101 - ARCHITECTURAL SITE PLAN |
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