CARVER_RFP_SET_(12-1-2024).pdf
PDF 3 MB Posted
- Solicitation number
- PD 24-25.108
- Issued by
- Escambia County, Florida
About this file
The provided file is a Request for Proposal (RFP) set of architectural and engineering design documents for the Carver Park Community Center project located at 208 Webb Street in Cantonment, Florida. The documents include comprehensive design plans for a new 6,000 square foot modular structure, with detailed drawings covering foundation, floor plan, exterior elevations, power, and lighting schemes. The project is designed as a single-story, Group A-3 (Assembly) occupancy building with a construction type of 5B (non-sprinkled), featuring spaces for a classroom, office, conference room, storage, restrooms, and a prep and serving area.
The design meets the 2023 Florida Building Code requirements across multiple disciplines, including building, mechanical, plumbing, electrical, and accessibility codes. The facility is designed to accommodate a maximum occupancy of 112 people, with specific occupancy calculations for different areas such as unconcentrated spaces, classrooms, business areas, and storage. The site plans include detailed electrical and lighting layouts, with a 400-amp main distribution panel, various receptacle types, and comprehensive lighting fixtures. The modular structure will be built on a suggested foundation with specific ventilation requirements for the crawl space, and the design emphasizes flexibility and compliance with local building and safety standards.
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Text version
G001
DRAWING INDEX:
PROJECT TITLE PAGE
A101 FLOOR PLAN
SITE
SITE SCHEMATIC POWER & DATA PLANE101
SCHEMATIC LIGHTING PLANE102
EXTERIOR ELEVATIONSA201
DESIGN CRITERIA:
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
GENERAL HEIGHTS & AREAS
Area:
Height:
Stories:
6,000sf
40'
GROUP A-3 (ASSEMBLY)
5B (NON SPRINKLED)
OCCUPANCY COUNT
EGRESS
Max. allowed travel distance: 200lf Actual max. travel distance: 113lf
EXITS
Required exits: 2 Exits provided: 2
ALLOWED
4,000sf 20'-6"
DESIGN
CARVER PARK COMMUNITY CENTER
NEW MODULAR STRUCTURE & SITE
for
208 Webb Street Cantonment, FL 32533
DWG. NO.
G001
RFP
2023 FBC-B (8th ed.)BUILDING CODE:
MECHANICAL CODE:
PLUMBING CODE:
LIFE SAFETY:
CODE SUMMARY:
ENERGY EFFICIENCY CODE
2023 FBC-P (8th ed.)
2023 FBC-EC (8th ed.)
2023 FFPC (8th ed.)
ELECTRICAL CODE: 2020 NFPA 70 NEC
2023 FBC-M (8th ed.)
ACCESSIBILITY CODE: 2023 FBC-A (8th ed.)
2021 NFPA 1 & 101
SH
EE
T S
IZE
: 2 2x
12/1/2024
S101 SCHEMATIC FOUNDATION PLAN
UNCONCENTRATED (1,500sf/15net) 100 Max. Occ.
CLASSROOM (160sf/20net) 8 Max. Occ.
BUSINESS (350sf/150gross) 3 Max. Occ.
STORAGE (125sf/300gross) 1 Max. Occ.
(112 Total Occ.)
8 LANDSCAPE PLAN
7 GRADING PLAN
6 SITE AND UTILITY PLAN
5 DEMO PLAN
4 EXISTING CONDITIONS
3 STORMWATER POLLUTION PREVENTION PLAN
2 GENERAL NOTES
1 CE TITLE PAGE
65'-0"
7'-258" 7'-258" 7'-258" 7'-258" 7'-258" 7'-258" 7'-258" 7'-258" 7'-258"
'-0
'-0
'-0
'-0
'-0
2'- 0"
2'- 0"
2'- 0"
2'- 0"
2'- 0"
2'-0"
C
AR
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PA
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C O
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UN
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C
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W eb b St
, C an to nm en t, FL
N ew
M od ul ar
: 8 5 0 - 7 1 2 - 6 5 7 1 :
scott@deandesignbuild.com b u i l d d e s i g n d e a n i n c 2301 tobie dean road Cantonment, FL 32533
FOUNDATION PLAN1
CRAWL SPACE SKIRTING VENTILATION REQUIREMENTS
CONTRACTORS OPTION TO VENT VIA NATURAL OR MECHANICAL MEANS. ESCO
FACILITIES DEPARTMENT SHALL REVIEW METHOD PRIOR A TO INSTALLATION.
FOR NATURAL VENTILATION: THE MINIMUM COMBINED OPEN AREA IS 1SF PER 150SF OF
CRAWL SPACE AREA (VENTS MUST BE LOUVERED WITH WIRE SCREENS. SCREEN HOLES
SHALL BE NO LARGER THAN ¼”)
FOR MECHANICAL VENTILATION: THE MINIMUM VENTILATION RATE IS 0.02CFM PER 1SF
OF CRAWL SPACE AREA. (I.E.. 20CFM PER 1000SF AREA) FANS MUST BE WIRED TO
ACTIVATE WHEN HUMIDITY REACHES 60% IN THE CRAWL SPACE. PASSIVE INTAKE
LOUVERS MATCHING THE REQUIRED CFM SHALL BE INSTALLED OPPOSITE THE FANS TO
PROVIDE FOR CROSS VENTILATION. (LOUVERS SHALL HAVE WIRE SCREENS. SCREEN
HOLES SHALL BE NO LARGER THAN ¼”)
NOTES:
· THIS FOOTING DESIGN IS PRELIMINARY AND PIER LOCATIONS ARE A SUGGESTION
ONLY. FINAL DESIGN SHALL BE PROVIDED BY THE MODULAR MANUFACTURER
STRUCTURAL ENGINEER AND SUBMITTED FOR REVIEW AND ACCEPTANCE BY
ESCO FACILITIES DEPARTMENT.
· A CONTINUOUS FOOTING DESIGN IS REQUIRED.
· FOOTING WIDTHS SHALL BASED ON SITE SPECIFIC LOCATION FORCES AND A
MAX. ALLOWABLE SOIL BEARING PRESSURE OF 1,800 PSF
· NO GEOTECHNICAL REPORT HAS BEEN PROVIDED. 1,800 PSF HAS BEEN
CONSERVATIVELY ASSUMED.
S101
SU
G
G
ES
TE
D
F O
UN
D
A
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12/1/2024
RFP
dean
A CB
65'-0"
'-0
'-0
'-0
'-0
'-0
14'-0" 7'-0" 13'-0" 31'-0"
20'-4" 10'-0" 3'-5" 16'-3" 15'-0"
2'-6" 3'-0" 7'-11 8"7'-51
4" 3'-0" 3'-0" 5' -6
32'-6" 32'-6"
5'-0" 4'-111 8"
5' -6
'-0
6'
-0
6' -0
4' -0
8'
-0
9'-6"
6' -0
3'-0"
1'-6"
3'-51 2"
'-0
REF.
PREP &
SERVING
AREAMENSWOMENS
CLASSROOM OFFICE CONFERENCE
STORAGEAC
JAN
DISCS
(B/O)
BOOKS
(B/O)
BOOK SHELVES
B/O
AC
ICE
(B/O)
FURNITURE
(B/O)
FURNITURE
(B/O)
REF
(B/O)
REF
(B/O)
DN
DN
RANGE
& HOOD
20'-0"
'-0
"45 '-0
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C O
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N ew
M od ul ar
: 8 5 0 - 7 1 2 - 6 5 7 1 :
scott@deandesignbuild.com b u i l d d e s i g n d e a n i n c 2301 tobie dean road Cantonment, FL 32533
A101
SC
HE
M A
TIC
/C
HA
RR
ET
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FLOOR PLAN1
12/1/2024
FLOOR PLAN
0' - 0"
TOP PLATE
9' - 0"
12345
APPROX. GROUND
-2' - 6"
FLOOR PLAN
0' - 0"
TOP PLATE
9' - 0"
1 2 3 4 5
APPROX. GROUND
-2' - 6"
FLOOR PLAN
0' - 0"
TOP PLATE
9' - 0"
APPROX. GROUND
-2' - 6"
FLOOR PLAN
0' - 0"
TOP PLATE
9' - 0"
APPROX. GROUND
-2' - 6"
C
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: 8 5 0 - 7 1 2 - 6 5 7 1 :
scott@deandesignbuild.com b u i l d d e s i g n d e a n i n c 2301 tobie dean road Cantonment, FL 32533
A201
EX
TE
RI
O
R
EL
EV
A
TIO
N
S
NORTH ELEVATION1
SOUTH ELEVATION2
EAST ELEVATION1
WEST ELEVATION1
12/1/2024
A CB
DN
DN
C
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C O
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UN
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W eb b St
, C an to nm en t, FL
N ew
M od ul ar
: 8 5 0 - 7 1 2 - 6 5 7 1 :
scott@deandesignbuild.com b u i l d d e s i g n d e a n i n c 2301 tobie dean road Cantonment, FL 32533
E101
12/1/2024
SC
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P
O W
ER
/D
A
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POWER PLAN1
RFP
dean
NON-FUSIBLE DISCONNECT SWITCH RATED FOR 240VAC IN NEMA 1
EN-CLOSURE (UON). SIZE AS REQUIRED BY EQUIPT. NAMEPLATE RATING.
400amp MAIN DISTRIBUTION PANEL
20 AMP, 125V, GROUNDED TYPE DUPLEX RECEPTACLE MOUNTED 18" A.F.F.,
UNLESS NOTED
20 AMP, 125V, GROUNDED DUPLEX RECEPTACLE, W/TYPE A & C USB,
MOUNTED 18" A.F.F., UNLESS NOTED
GROUND FAULT INTERUPTING 20 AMP, 125V, GROUNDED DUPLEX
RECEPTACLE MOUNTED 48" A.F.F. AND READILY ACCESSIBLE.
DATA OUTLET - 4 1/2" SQ. X 2 1/8" DEEP BOX WITH 1" SMURF PIPE STUBBED FOR
ACCESS BY COMMUNICATIONS CONTRACTOR, MOUNTED 18" A.F.F. UNLESS NOTED
OTHERWISE
JUNCTION BOX FOR EQUIPMENT AS NOTED, SIZE AS REQUIRED BY N.E.C. AND
MOUNTED AS REQUIRED BY EQUIPMENT BEING SERVED.J
NOTE: ALL SYMBOLS MAY NOT BE USED
DEDICATED 20 AMP, 125V, GROUNDED DUPLEX RECEPTACLE, MOUNTED 18"
A.F.F., UNLESS NOTED
A CB
DN
DN
J
C
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C O
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UN
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W eb b St
, C an to nm en t, FL
N ew
M od ul ar
: 8 5 0 - 7 1 2 - 6 5 7 1 :
scott@deandesignbuild.com b u i l d d e s i g n d e a n i n c 2301 tobie dean road Cantonment, FL 32533
E102
12/1/2024
SC
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L
IG
HT
IN
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LIGHTING PLAN1
RFP
dean
GENERAL ELECTRICAL NOTES:
1. ALL WIRE SHALL BE COPPER CONDUCTOR AND INSTALLED IN MC CABLE OR CONDUIT AS REQUIRED BY
LOCAL CODE.
2. ALL WIRE SHALL HAVE THWN INSULATION MINIMUM UNLESS NOTED OTHERWISE.
3. ALL WORK AND WIRING SHALL MEET OR EXCEED THE CURRENT ADOPTED VERSION OF THE NATIONAL
ELECTRICAL CODE AND ALL STATE AND LOCAL CODES.
4. THE ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXTENT OF WORK
REQUIRED TO COMPLETE JOB PRIOR TO BIDDING.
5. ALL WORK THAT INVOLVES MECHANICAL EQUIPMENT (INCLUDING POWER REQUIREMENTS AND LOCATION)
SHALL BE CONFIRMED AND COORDINATED BETWEEN THE MECHANICAL AND ELECTRICAL CONTRACTORS
PRIOR TO ROUGH-IN AND PURCHASE OF EQUIPMENT.
6. CIRCUIT ROUTING IS THE OPTION OF THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL COORDINATE EXACT ROUTING IN FIELD AND SHALL MATCH THE CIRCUITS TO THE PANEL SCHEDULE LABELING. MAXIMUM LOAD PER CIRCUIT SHALL NOT EXCEED THE LOAD AS LABELED ON
THE PANEL SCHEDULE.
7. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF NEW ELECTRICAL WORK WITH ARCHITECTURAL, CIVIL, MECHANICAL AND STRUCTURAL SYSTEMS PRIOR TO START OF WORK.
8. EXIT/EMERGENCY LIGHTING SHALL BE TIED AHEAD OF LOCAL SWITCHING ON THE LIGHTING CIRCUIT FOR
THE AREA THEY SERVE.
9. COORDINATE ALL POWER REQUIREMENTS, LOCATIONS AND MOUNTING HEIGHTS WITH SPECIALTY EQUIPMENT
SUPPLIER/INSTALLER.
10. PER NEC - RESTROOMS, KITCHENS/BREAKROOMS, ROOFTOPS & OUTSIDE RECEPTICALS SHALL HAVE GFCI PROTECTION
AND THE CIRCUIT INTERUPTOR SHALL BE PLACED IN A READILY ACCESSIBLE LOCATION.
20 AMP, 125 VOLT, SINGLE POLE TOGGLE SWITCH, MOUNT 48" AFF
EXHAUST FAN, INSTALLED BY HVAC CONTRACTOR WIRED BY ELECTRICAL
CONTRACTOR
COMBINATION EMERGENCY EXIT & LIGHT FIXTURE WITH BATTERY BACKUP
20 AMP, 125 VOLT, SINGLE POLE OCCUPANT SENSING SWITCH, MOUNT 48" AFF
EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP
360° OCCUPANT SENSOR
6" RECESSED LED DOWN LIGHT - (HALO HC620D010REM7-HM60525835-61MDC OR EQUAL)
COORDINATE WITH FURNITURE AS SHOWN
48" LED SURFACE MOUNT (FINISH TO MATCH IMAGE DOCS) - 80 CRI, 3500K, 4000 LUMENS
(LITHONIA: CLX SERIES OR APPROVED EQUAL)
PANEL / CIRCUIT NUMBER
INDICATES FIXTURES ON SAME CIRCUIT WITH SEPARATE SWITCHING
2x2 TROFFER - 27w LED, 4563 LUMENS, 40K CCT (LITHONIA: STAKS 2X2 ALO3 SWW7 OR
EQUAL)
ILLUMINATED EXIT SIGN WITH DIRECTION INDICATOR
NOTE: ALL SYMBOLS MAY NOT BE USED
ABOVE FINISHED FLOORAFF
UNO
WH
AHU
HPU
GND
TYP
HEAT PUMP UNIT
TYPICAL
GROUND
AIR HANDLING UNIT
UNLESS NOTED OTHERWISE
ELECTRIC WATER HEATER
(ABREVIATIONS)
EM EMERGENCY BATTERY BACKUP
WP WATER PROOF
USB UNIVERSAL SERIAL BUSS
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