HomeMy WebLinkAboutAPPROVED REVISION CV-1 Cover Sheet REVISION 1 - Maverick Boats Plant Expansion 04-08-21MAVER
ABBREVIATIONS
AB ANCHOR BOLT MATL MATERIAL
A/C AIR CONDITIONING MECH MECHANICAL
AFF ABOVE FINISH FLOOR MEMB MEMBRANE
ALUM ALUMINUM MTL MEAN TIDE LEVEL
APPROX APPROXIMATELY MFC METAL FURRING CHANNEL
ARCH ARCHITECTURAL / ARCHITECT MFR MANUFACTURER
BD BOARD MIN MINIMUM
BLDG BUILDING MIR MIRROR
BLK BLOCK MISC MISCELLANEOUS
BOT / BOTT BOTTOM MO MASONRY OPENING
BRG BEARING MR MOISTURE RESISTANT
BTWN BETWEEN MT METAL THRESHOLD
CAB CABINET NAT NATURAL
CLG / CEIL CEILING NIC NOT IN CONTRACT
CEM CEMENT # NUMBER
CL CLOSET NOM NOMINAL
CLR CLEAR NTS NOT TO SCALE
COL COLUMN OA OVERALL / OUTSIDE AIR
CONC CONCRETE OC ON CENTER
CONST CONSTRUCTION OPNG OPENING
CONT CONTINUOUS OPP OPPOSITE
CONTR CONTRACTOR ORIG ORIGINAL
CT CERAMIC TILE PART PARTITION
CTR CENTER PL PLATE
DEG (°) DEGREE PLAS PLASTER
DEPT DEPARTMENT PLWD PLYWOOD
DTL DETAIL PNL PANEL
DF DRINKING FOUNTAIN PNT/ PTD PAINT/ PAINTED
DIA DIAMETER POL POLISHED
DIM DIMENSION PREFAB PREFABRICATED
DIN DOWN PROJ PROJECT
DR DOOR PSF POUNDS PER SQUARE FOOT
DWG DRAWING PSI POUNDS PER SQUARE INCH
EA EACH PT PRESSURE TREATED
EL/ELEV ELEVATION PVMT PAVEMENT
ELEC ELECTRIC / ELECTRICAL QTY QUANTITY
EQ EQUAL REF REFRIGERATOR
EQUIV EQUIVALENT READ REQUIRED
EQUIP EQUIPMENT REINF REINFORCED / REINFORCING
EW EACH WAY RET RETURN
EXH EXHAUST REV REVERSE / REVISION
EXIST EXISTING RGD RIGID
EXT EXTERIOR RM ROOM
FD FLOOR DRAIN RO ROUGH OPENING
FIN FINISH SCHED SCHEDULE
FIX FIXTURE SD SOAP DISPENSER
FL FLOOR SEP SEPARATE
FLUOR FLUORESCENT SECT SECTION
FTG FOOTING SHLF SHELF
FURR FURRING SHT SHEET
GA GAGE/GAUGE SIM SIMILAR
GALV GALVANIZED SPEC SPECIFICATION
GL GLASS / GLAZING SPKR SPEAKER
GR GRADE SQ SQUARE
GYP GYPSUM STD STANDARD
HB HOSE BIBB STL STEEL
HCP HANDICAP STOR STORAGE
HDWR HARDWARE SUB SUBSTITUTE / SUBSTRATE
HDWD HARDWOOD SURF SURFACE
HGT HEIGHT SUSP SUSPEND/SUSPENDED
HM HOLLOW METAL SYS SYSTEM
HR HOUR T&G TONGUE & GROOVE
HVAC HEATING / VENTILATING TEL TELEPHONE
HW HOT WATER THK THICK / THICKNESS
IN INCH TPH TOILET PAPER HOLDER
INCAND INCANDESCENT TRANS TRANSFORMER
INCL INCLUDE TYP TYPICAL
INFO INFORMATION UGND UNDERGROUND
INSUL INSULATE / INSULATION UL UNDERWRITERS LAB.
INT INTERIOR VERT VERTICAL
KIT KITCHEN W/ WITH
LAM LAMINATED WC WATER CLOSET
LAV LAVATORY WH WATER HEATER
LB / LBS POUND / POUNDS WM WIRE MESH
LIN LINEAR W/O WITHOUT
LL LIVE LOAD WP WATERPROOF
LT LIGHT WS WEATHER STRIPPING
LVR LOUVER WWF WELDED WIRE FABRIC
SYMBOLS LEGEN D
rF��
�D NORTH ARROW PARTITION TYPE TAG
NORTH
OX WINDOW TYPE TAG
X ELEVATION
XXX XXX DOOR TYPE TAG
CEILING HT. VERTICAL ELEVATION
X XXX BUILDING /WALL @ EL. # TAG
SECTIONS
Ai REVISION TAG
X
XXX DETAIL XX.XX MATERIAL OR TILT
PANEL KEYNOTE
ROOM
X/� INTERIOR ELEVATIONS NAME
XXX I
ROOM TAG
DRAWING TITLE -__� TITLE 1 SHEET NUMBER
SCALE: A-1.01
CK BOAT
GROUP,
PHASE II - FOUNDATION ADDITION
3207 Industrial 29th Street
Fort Pierce, FL 34946
GENERAL NOTES
1. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSION NOT GIVEN OR MISLABELED SHALL BE
CONFIRMED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.
2. ANY DISCREPANCIES WITH THE DRAWINGS DIMENSIONS OR OTHERWISE SHALL BE BROUGHTTO THE
ARCHITECT'S ATTENTION PRIOR TO PURCHASING OF MATERIALS, PROJECT COMPONENTS AND
COMMENCEMENT OF CONSTRUCTION.
3. ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE CURRENT BUILDING CODE
AS STATED ON THE BUILDING CODE SUMMARY IN THESE DOCUMENTS, AS WELL AS ALL CITY ORDINANCES,
RULES AND REGULATIONS. ALL WORK SHALL CONFORM TO FLORIDA STATE STATUTES.
4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CONTRACT DOCUMENTS, AND CONTRACT
SUPPLEMENTS RELATIVE TO THE SCOPE OF THE WORK RELATING TO THIS PROJECT.
5. GENERAL CONTRACTOR SHALL CALL 1-800-432-4770 (CALL BEFORE YOU DIG), TWO FULL BUSINESS DAYS
BEFORE DIGGING, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISRUPTION TO ANY UTILITY SERVICES
DAMAGED.
6. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO PROVIDE THE NECESSARY PROTECTION OF THE
GENERAL PUBLIC AND PREVENT ACCESS TO THE PROJECT SITE. THE CONTRACTOR IS TO SECURE THE SITE
WITH ADEQUATE SAFETY MEASURES TO PREVENT ACCESS TO THE PUBLIC OF AREAS UNDER
CONSTRUCTION.
7. IT IS RECOGNIZED THAT THE CONTRACT DOCUMENTS DO NOT COVER SOME CONDITIONS OR MODIFICATIONS
WHICH MAY BE REQUIRED AND WHICH MAY NOT ACCURATELY REFLECT THE EXISTING CONDITIONS, IT IS
HOWEVER, INTENDED THAT THE CONDITIONS NOT DETAILED OR NOT SHOWN ACCURATELY SHALL BE
DEVELOPED THOUGH THE TRADE CONTRACTORS VIA SHOP DRAWINGS, REPORTS OR SPECIFICATIONS TO
THE SAME LEVEL OR AESTHETICS AND IN COMPLIANCE WITH THE PERFORMANCE CRITERIA AS INDICATED
FOR DETAILED AREAS AND STIPULATED IN THESE DOCUMENTS. THE CONTRACTOR, IN THEIR PREPARATION
OF THEIR BID, IS TO VISIT THE SITE AND DETERMINE THE EXISTING CONDITIONS FOR THEMSELVES. THE
TRADE CONTRACTORS BY ACCEPTING A CONTRACT FOR THE WORK ACKNOWLEDGES THIS AND AGREES
THAT THE OWNER AND ARCHITECT SHALL HAVE THE FINAL APPROVAL.
8, ANY SUBSTITUTIONS, REVISIONS, 0RADDITIONS PROPOSED BY THE CONTRACTOR OR THEIR
SUB -CONTRACTORS SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION. THE
ARCHITECT IS NOT RESPONSIBLE FOR THE TECHNIQUES, MEANS, AND METHODS EMPLOYED BY THE
CONTRACTOR OR THEIR SUBCONTRACTORS FOR THE FABRICATION OR INSTALLATION OF ANY SPECIFIED
ITEM OR MATERIAL. IT IS THE RESPONSIBILITY OF THE PARTY SUBMITTING THE SUBSTITUTION REQUESTTO
RESEARCH AND QUALIFY THAT PERFORMANCE AND CONSTRUCTION SPECIFICATIONS MEET THOSE OF THE
ORIGINALLY SPECIFIED ITEM OR MATERIAL PRIORTO SUBMISSION OF SUBSTITUTIONS TO THE DESIGNER.
9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY CONDITIONS WHICH ARE IN
CONFLICT WITH THE DRAWINGS AND SPECIFICATIONS TO ARCHITECT IMMEDIATELY. DO NOT PROCEED WITH
CONSTRUCTION UNTIL ALL DISCREPANCIES ARE RESOLVED. ALL CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF ALL GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODES,
10. DIMENSIONS INDICATED ON THE DIMENSION PLAN ARE TO THE FACE OF STUD OR CONCRETE SUBSTRATE.
11. GENERAL CONTRACTOR SHALL NOTIFY THE ELECTRICAL CONTRACTOR AND/OR OWNER IF CONFLICTS
OCCUR BETWEEN LIGHTING AND OTHER TRADES OR BUILDING STRUCTURE. DO NOT PROCEED WITH
INSTALLATION IN THAT AREA UNTIL CONFLICT HAS BEEN RESOLVED TO THE SATISFACTION OF THE OWNER
AND CONTRACTOR.
12. NOTIFY THE OWNER IMMEDIATELY IF THE REMOVAL OR INSTALLATI ON OF LIGHTING, PLUMBING,
MECHANICAL, ELECTRICAL SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECTTHE OPERATION OF
EXISTING SITE ELECTRICAL OR MEP SYSTEMS OUTSIDE THE SCOPE OF WORK.
13. CONTRACTOR TO COORDINATE AND SUPPLY, LOCATION, & REMOVAL OF DUMPSTERS FOR DEMOLITION &
CONSTRUCTION.
14. FINISHES, EQUIPMENT, HARDWARE, FURNISHINGS, APPLIANCES AND LIGHTING NOTSPECIFIEDARE TO BE
APPROVED BY OWNER PRIOR TO PURCHASING MATERIALS. CONTRACTOR SHALL SUBMIT SAMPLES AND
MANUFACTURER'S PRODUCT INFORMATION TO OWNER FOR APPROVAL,
15. BUILDING ADDRESS NUMBERS SHALL BE PLACED ON IN A VIS IBLE LOCATION ON THE PRIMARY FACADE.
LETTERS SHALL BE A MINIMUM OF 6" IN HEIGHT AND SHALL CONTRAST WITH THE WALL FINISH WHERE THEY
ARE AFFIXED.
16. ALL CONSTRUCTION, DEMOLITION AND RENOVATION SHALL COMPLY WITH REQUIREMENTS OF NFPA 241.
STANDARDS FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2013
EDITION.
17. TRASH AND CONSTRUCTION DEBRIS SHALL BE COLLECTED AND PLACED IN AN ON -SITE CONSTRUCTION
DUMPSTER AT THE END OF EACH WORK DAY.
18. A KNOX-BOX SHALL BE MOUNTED TO EXTERIOR WALL ADJACENT TO FRONT ENTRY DOORS - COORDINATE
TYPE AND FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. COORDINATE
MOUNTING WITH MANUFACTURER SPECIFICATIONS.
PRE-MAUNUFACTURED METAL BUILDING NOTE
PLANS AND DETAILS IN THIS DRAWING SET HAVE BEEN DEVELOPED INDEPENDENT OF BUILDING MANUFACTURER'S
FINAL ENGINEERING, DESIGN AND SHOP DRAWINGS, DESIGN / DRAWINGS MAY REQUIRE SUBSTANTIAL REVISION TO
COMPLY WITH MANUFACTURERS FINAL DESIGN & ENGINEERING.
DIVISION 1 -GENERAL REQUIREMENTS
1.01 ARCHITECT'S STATUS :
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEEDURES; OR FORTHE SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, THE CONTRACTOR IS SOLELY
RESPONSIBLE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND SHALL
HAVE CONTROL OR CHARGE OVER THE ACTS OF THEIR SUBCONTRACTORS AND ANY OF THEIR AGENTS OR
EMPLOYEES RELATED TO THE WORK. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR PERFORMING ANY
OF THE WORK.
1.02. CODES.
A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE
PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL,
MECHANICAL, PLUMBING, LIFE SAFETY & FIRE CODES. CONTRACTORSHALL VERIFY ALL CODE
REQUIREMENTS IN THE COSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.
B. CONSTRUCTION DOCUMENTS SHALL COMPLY WITH.
+ ST. LUCIE COUNTY LAND DEVELOPMENT CODE
• FLORIDA BUILDING CODE, 2020
• FLORIDA FIRE PREVENTION CODE, 2020
• NFPA 101 2020
• AMERICANS WITH DISABILITIES ACT(ADA)
1.03 PERMITS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE
PERMITS AND THEIR RESPECTIVE COSTS.
1.04. JOB CONDITIONS.
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRI OR TO SUBMITTAL OF BID AND/OR CONTRACT
NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS.
DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS (AND THEIR INTENT) SHALL BE BROUGHTTO
THE ARCHITECT'S ATTENTION FOR CLARIFICATION IN WRITING. BIDS SHALL NOT BE NOT BE SUBMITTED
OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO THE CLARIFICATION OF
THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT.
B. DIMENSI ONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS.
1.05 WORK NECESSARY TO COMPLETE CONSTRUCTION
IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT
OTHER THAN ITEMS MARKED "N. I. C," (NOT I N CONTRACT.
1.06 CLEAN UP/ REPAIR :
A. THE CONTRACTOR SHALL MAINTAIN THE PREMISED CLEAD AND FREE OF ALL TRASH, DEBRIS AND SHALL
PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT 0VERSPRAY, ETC. ALL FIXTURES,
EQUIPEMENT, GLAZING FLOOR, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON
COMPLETION OF THE PROJECT.
B. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING ITEMS DAMAGED BY THE PROCESS OF
NEW CONSTRUCTION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT
AREAS AND SURFACES,
1.07 SHOP DRAWINGS.
THE CONTRACTOR SHALL SUBMIT ELECTRONIC SETS OF SHOP DRAWINGS OF ALL FABRICATED ITEMS AND
EQUIPMENT FOR OWNER'S / ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT WITH THE
WORK,
1.08 ALLOWANCES.
FIXTURES, EQUIPMENT, HARDWARE AND FINISHES NOT SPECIFIED SHALL BE PROVIDED FOR IN THE
CONTRACTOR'S BID AS LINE ITEM ALLOWANCES ON A SCHEDULE OF VALUES,
1.09 SCHEDULE.
THE CONTRACTOR SHALL DELIVER TO THE OWNER, AS PART OF THE BID DOCUMENTS, THEIR PROPOSED
SCHEDULE FOR CONSTRUCTION, INCLUDING COMMENCEMENT OF WORK THROUGH CERTIFICATE OF
OCCUPANCY AND SHALL INCLUDE PRODUCT AM WORKMANSHIP WARRANTY PERIODS.
EXISTING BUILDING & ADDITION AREA SUMMARY
INTERIOR BUILDING AREA CALCULATIONS.
SPACE DESCRIPTION
AREA
EXISTING GROUND FLOOR AREAS (PHASE 1)
EXISTING GROUND FLOOR CONDITIONED SPACE AREA TOTAL
4,590 S.F.
EXISTING GROUND FLOOR UNCONDITIONED SPACE AREA TOTAL
106,250 S.F.
EXISTING GROUND FLOOR -EXTERIOR COVERED WORK AREA TOTAL
20,910 S.F.
EXISTING GROUND FLOOR FOOTPRINT (PHASE 1) -GROSS AREA TOTAL
131,750 S.F.
GROUND FLOOR ADDITION AREA (PHASE 11) :
ADDITION GROUND FLOOR - UNCONDITIONED MANUFACTURING SPACE AREA TOTAL
106,250 S.F.
EXISTING GROUND FLOOR FOOTPRINT - GROSS AREA TOTAL
131,750 S.F.
ADDITION GROUND FLOOR FOOTPRINT - GROSS AREA TOTAL
106,250 S.F.
TOTAL AREA UNDER ROOF
238,000 S.F.
BUILDING OCCUPANCY
ANALYSIS
SECTION 1004 -OCCUPANT LOAD:
TABLE 1004.1.2 MAXIMUM FLOORAREA ALLOWANCES PER OCCUPANT
FUNCTION OF SPACE
AREA PER USE
NO. OF OCCUPANTS
GROUND FLOOR ADDITION AREA (PHASE 11): (OCCUPANT LOAD FACTOR)
MANUFACTURING AREAS (1 Occupant per 200 sq. ft.)
106,250 sq. ft.
532 OCCUPANTS
EXISTING FACILITY GROUND FLOOR (PHASE 1) :
MANUFACTURING AREAS (1 Occupant per 200 sq. ft.)
106,250 sq. ft.
532 OCCUPANTS
OUTDOOR COVERED MANUFACTURING AREAS (1 Occupant per 200 sq. ft.)
20,910 sq. ft.
105 OCCUPANTS
BUSINESS AREAS (1 Occupant per 100 sq. ft.)
2,240 sq. ft.
23 OCCUPANTS
ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT
ROOMS WAREHOUSE AREAS (1 Occupant per 300 sq. ft.)
644 sq. ft.
3 OCCUPANTS
EXISTING BUILDING OCCUPANT LOAD (PHASE 1):
663 OCCUPANTS
TOTAL BUILDING OCCUPANT LOAD (BOTH PHASES COMBINED)
1,195 OCCUPANTS
DRAWING INDEX
SHEET#
SHEET TITLE
FIRST
ISSUED
REVISION
NUMBER
LATEST
REVISION
ARCHITECTURAL
CV-1
COVER SHEET, CONSULTANT INFORMATION & LOCATION MAP, DRAWING INDEX,
ABBREVIATIONS, GENERAL NOTES & BUILDING CODE ANALISYS
03.09.2021
1
04.08.2021
A-1,00
PHASE II FOUNDATION SITE PLAN
03.09.2021
1
04.08.2021
CIVIL / SURVEY
C-2
PHASE 1-B MASTER SITE PLAN
03.09.2021
STRUCTURAL
S-1.01
FOUNDATION PLAN
03.09.2021
1
04.08.2021
S-2,01
NOTES & SCHEDULES
03.09.2021
1
04.08.2021
S-3.01
SECTIONS & DETAILS
03.09.2021
1
04.08.2021
S-4.01
SECTIONS & DETAILS
03.09.2021
1
04.08.2021
S-5.01
SECTIONS & DETAILS
03.09.2021
1
04.08.2021
S-6.01
LOADING DOCK FOUNDATI ONS PLAN {NEW SHEET TO SE7)
04.08.2021
1
04.08.2021
S-6.02
LOADING DOCK SECTIONS & DETAILS (NEW SHEET TO SET)
04.08.2021
1
1 04.08.2021
E LE CTRI CAL
E0.1
ELECTRICAL NOTES
03.09.2021
-
-
E3.1
POWER PLAN
03.09.2021
E3.1.1
POWER PLAN
03.09.2021
E5.1
RISER DIAGRAM
03.09.2021
PLUMBING
P0,1
PLUMBING NOTES
03.09.2021
P3.1
DOMESTIC WATER PLAN
03.09.2021
P3.1.1
DOMESTIC WATER PLAN
03.09.2021
PROJECT DATA
SITE DATA
PROJECTADDRESS:
MAVERICK BOAT GROUP, INC.
3207 Industrial 29th Street,
Fort Pierce, FL 34946
ZONING DESIGNATION.
IL - Industrial Light
FUTURE LAND USE:
I ND
MUNICIPALITY:
ST. LUCIE COUNTY
PROPOSED CONSTRUCTION TYPE.
TYPE I-B (UNPROTECTED) FULLY SPRINKLERED
OCCUPANCY CLASSIFICATION.
FACTORY GROUP F-1 - MODERATE HAZARD FACTORY INDUSTRIAL
PRIMARY USE.
LIGHT INDUSTRIAL FACTORY & WAREHOUSE ADDITION
PROPOSED BUILDING HEIGHT
38'-6" A.F.F.
BUILDING CODE SUMMARY
SCOPE OF WORK:
+ ALTERATION -LEVEL 3: FOUNDATION FOR SINGLE STORY OFFICE & PRE-MANUFACTURERD METAL BUILDING / WAREHOUSE
ADDITION TO EXISTING PRE-MANUFACTURERD METAL BUILDING / LIGHT MANUFACTURING FACILITY
DESIGN CRITERIA.
FLORIDA BUILDING CODE 2020
- EXISTING BUILDING
FLORIDA BUILDING CODE 2020
- BUILDING
FLORIDA BUILDING CODE 2020
- ACCESSIBILITY
FLORIDA BUILDING CODE 2020
-MECHANICAL
FLORIDA BUILDING CODE 2020
- PLUMBING
FLORIDA BUILDING CODE 2020
- ENERGY CONSERVATION
SAINT LUCIE COUNTY LAND DEVELOPMENT CODE
FLORIDA FIRE PREVENTION CODE
2020
LIFE SAFETY CODE, NFPA 101 -
2020
PROJECT CONSULTANTS:
CIVIL / SURVEY
GEOTECHNICAL ENGINEER
STRUCTURAL ENGINEER
ARCHITECT
MECHANICAL / ELECTRICAL /
KMA ENGINEERING &
ANDERSEN ANDRE
WIEDER ENGINEERING, INC.
BRENT A. WOOD
PLUMBING ENGINEER
SURVEYING, LLC.
CONSULTING ENGINEERS, INC.
11718 SE FEDERAL HWY#373
ARCHITECTURE, LLC.
KAMM CONSULTING, INC.
80 ROYAL PALM POINTE,
834 SW SWAN AVENUE
HOBE SOUND, FL 33455
20 SE OCEAN BLVD.
1408 ORANGE AVE
VERO BEACH, FL 32960
PORT ST. LUCIE, FL 34983
STUART, FL. 34996
FT. PIERCE, FL. 34950
T 772-546-5823
T 772-569-5505
T 772-807-9191
F 772-545-3737
T 772-220-1217
T 954-949-2200
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Digitally signed by Brent
Brent
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DN: cn=Brent A. Wood,
o=Brent A. Wood
Architecture, LLC.,
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email=erick@bawoodarc
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Wood
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Date: 2021.04.08
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