1221 MAYPORT ROAD COMM20-0008 REVISIONS 8-11-20 Reve-bath changes (1)REVE BREWERY
1237 MAYPORT ROAD,
ATLANTIC BEACH, FL 32233
INDEX OF DRAWINGS:
SHEET A1 PROJECT INFO.
SHEET A2 FLOOR PLANS
SHEET A3 DETAILS
SHEET A4 ELECTRICAL
SHEET A5 LIFE SAFETY
SHEET A6 PLUMBING
CODE REVIEW
PROJECT
NAME:REVE BREWERY EXPANSION
PROJECT
ADDRESS:
1237 MAYPORT ROAD,
ATLANTIC BEACH, FL 32233
LOCAL
JURISDICTION:
ATLANTIC BEACH
ZONING:PUD
BUILDING
CODES:
2017 FLORIDA BUILDING CODE
(6th EDITION)
2017 FIRE PREVENTION CODE
(6th EDITION)
-NFPA 1
-NFPA 101
OCCUPANCY TYPE:GROUP A-2 (ASSEMBLY)
FIRE RESISTANCE:UNPROTECTED, UNSPRINKLED
SQUARE FOOTAGE:± 2,896 S.F.
CONSTRUCTION TYPE:ALTERATION AND REPAIR
LEVEL 1 AND 2
CHAPTER 3
CHAPTER 4&7
CHAPTER 5
CHAPTER 6
-STORIES 1
OCCUPANT LOAD/EGRESS:
CHAPTER 10, TABLE 1004.1.2
-EGRESS WIDTH
-DOORS
-STAIRS
-MAX. TRAVELED DIST.
-MIN. EGRESS WIDTH
-TOTAL EXISTS
87 OCCUPANTS
SEE BREAKDOWN ON SHEET L1
3
N/A
68 FEET
17.4 IN
5
2012 FLORIDA ACCESSIBILITY:
CHAPTER 10
100% ADA COMPLIANT
VERTICAL ACCESSIBILITY
IDENTIFY 20% HANDICAP UPGRADES
ACCSESSIBLE ENTRANCE
ACCESSIBLE ROUTE TO ALTERED AREA
ACCESSIBLE RESTROOM
ACCESSIBLE FOUNTAIN
N/A
YES
N/A
YES
YES
YES
N/A
ADITIONAL ACCESSIBLE ELEMENTS
216 IN
DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S
KNOWLEDGE, THE PLANS AND SPECIFICATION COMPLY WITH THE APLICABLE
MINIMUM BUILDING CODES AND THE APLICABLE FIRE-SAFETY AS DETERMINED BY
LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6TH EDITION 110.8.4.4 AND
CHAPTER 633, FLORIDA STATUTES
1. All construction must comply with all governing codes.
2. All contractors and sub-contractors will thoroughly familiarize themselves with these construction documents, and will verify existing site and building conditions prior to
submitting a bid.
3. Sub-contractors before starting their work will check and verify their particular related requirements for compliance along with measurements, surface levels, & surface
conditions near and about their work. It will be concluded that each bidder understands and knows what will be required.
4. The Architect, E.O.R., and professional consultants will not have control of & will not be responsible for construction means, methods, sequences, or safety precautions in
connection with the work on the project or for the acts or ommisions of the contractor, sub-contractor, or any other persons performing any of the work on this site.
5. All contractors will provide adequate bracing and/or shoring to insure structural stability of the building and all related building components, (i.e.) Structural Walls, Interior Wall
Assemblies etc., during the construction phase of this project.
6. All work will be coordinated with other trades in order to avoid interference & preserve maximum headroom & avoid omissions. Each contractor will include all miscellaneous
items required by Code and needs to complete this work.
7. All material used will be new & bear UL labels where required & meet NEMA standards.
8. Layout all partitions before beginning construction to prevent errors by discrepancy. All drywall partitions will be installed as noted on the drawings.
DO NOT SCALE THE DRAWINGS.
9. Verify all dimensions in the field prior to ordering, cutting, and/or installing material, product or equipment. In the event of any discrepancies,
contractor shall notify the Architect and/or E.O.R in writing prior to the commencement of work.
10. All sub-contractors will provide a certificate of insurance to the owner prior to starting any work on this project. Certificate of insurance cannot
be terminated or canceled without 10 days prior written notice to the owner.
11. No substitutions of any kind for materials specified on these construction documents is allowed. No "Equivalent" substitutions will be made,
unless approved in writing by the Architect & approved by the owner due to the lack of availability of original, U.O.N. in these documents.
12. Each contractor is responsible for the first class workmanship & will assume all responsibity for the care and protections of his own work &
material from damage. He will make good any damage to his own or other workcaused by himself or workman employed by him.
13. Each contractor will abide by local area standards & related OSHA standards for the safety of their employees on site. This Architect and his
professional consultants will be held harmless by the owner, GC, and related awarded trades, on this project for accidents or injuries caused or
accrued on this property during construction phases of this project.
14. Should Fire Alarm & sprinkler drawings become a requirement, it will be the responsibility of the sub-contractor and to be submitted as
separate permit issue.
GENERAL NOTES:
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A1TITLE
SHEET
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
CRP
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
BB
BUILD OUT EXPANSION FOR REVE BREWING.
SCOPE OF WORK.
PROJECT LOCATION
COUNTY MAP
COUNTY MAP
PROJECT
LOCATION
PARCEL MAP
BOOST MOBILE
THOMPSON PERFORMANCE
EXISTING REVE
REVE EXPANSION
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020
42 SF OFFICE
(1 OCCUPANT)
2 5 9 S F (1 )
2 '-0 W I D E P R E P T A B L E
1,187 SF-15SF/PERSON (79 OCCUPANTS)
R O T A T E D H O O D
FOOD PREPARATION
AREA
( FPR WASHABLE
WALLS AND CEILING)
EXISTING COOLER
TO STAY INTACT
4 " F L O O R D R A I N
4 " F L O O R D R A I N
1 5 ' - 5 "
4 4 ' - 9 "
6 0 ' - 2 "
BARREL STORAGE
18" X 30" SPACES
10' - 0"20' - 0"
1 3 ' - 2 "
3 ' - 0 "
0 ' - 6 "
7 ' - 1 1 1 /1 6 "
4' - 6"
4 ' - 0 "
5 ' - 0 "
4' - 10"6' - 0"17' - 4"3' - 0"
7' - 1 1/2"11' - 7 1/2"
GLASS WALL
4' - 0"4' - 0"4' - 7 7/8"
3' - 6"
PASS THROUGH
WINDOW
F R I D G E
P R E P . T A B L E
S A N D W I C H
C O O L E R
2 ' - 0 "
2 ' - 0 "
2 ' - 0 "
HAND SINK
94" X 30" (3
COMP SINK)
SHUFFLE
BOARD
UNDER SINK
GREASE TRAP
H 2 O F I L T E R
B R E W E R Y
P A N E L
1,211 SF-KITCHEN -200SF /PERSON
(6) OCCUPANTS
MALT
STORAGE
MALT
STORAGE
FPR WASHABLE
WALL
H2O
VALVE
(2) TWO 3'-0" DOOR
(2) TWO 3'-0" STORE
FRONT DOORS
(1) 3' -0" GLASS
DOOR
3 ' - 5 1 /1 6 "
E X I S T I N G R E V E B R E W E R Y
T H O M P S O N P E R F O R M A N C E
B O O S T M O B I L E
E X P A N S I O N F O R
R E V E B R E W E R Y
7' - 3"
7 ' - 1 0 "
NEW ADA RESTROOM
4 ' - 2 "
3 ' - 0 "
0 ' - 8 "
4' - 0"
1
2HR FIRE RESISTANT
DEMISING WALL
2HR FIRE RESISTANT
DEMISING WALL
4 ' - 0 "
6 ' - 0 "
2 DOOR FRIDGE
SANDWICH COOLER
PREP TABLE
3 COMP SINK
PREP SINK
HAND SINK
GREASE TRAP
EQUIPMENT SCHEDULE
WIDTH DEPTH HEIGHT
54 In 32 1/4 In 82 1/2 In
47 In 34 In 46 In
DIMENSIONSITEM
72 In 30 In 34 In
88 In 25 1/2 In 44 3/4 In
28 In 28 13/16 In 44 3/4 In
17 In 15 In 13 1/2 In
37 In 25 In 19 In CAPACITY 100 lb / FLOW RATE 50 GPM
DESCRIPTION
CAPACITY 41.3 cu. ft.
1/6 SIZE PAN CAPACITY: 18 PANS
TOP CAPACITY: 640 LB., UNDERSHELF CAPACITY: 410 LB
WORK SURFACE HEIGHT: 36 1/2 INCHES
BACKSPLASH HEIGHT:10 INCHES
3' - 0"0' - 6"
3 ' - 0 "
1 ' - 6 "
3' - 1"
1 ' - 6 "
1 ' - 6 "3 ' - 0 "
1' - 0"3' - 6"
1 ' - 3 "2 ' - 1 0 "
24X36
6' - 7 1/2"
7 ' - 2 1 /2 "
3' - 1 1/2"3' - 0"0' - 6"
1 ' - 0 "
3 ' - 6 "
1 ' - 6 "
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A2FLOOR
PLANS
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
CRP
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
BB
1/4" = 1'-0"1 FIRST FLOOR PLAN
BUILD OUT EXPANSION FOR REVE BREWING.
SCOPE OF WORK.
1/2" = 1'-0"3 RESTROOM ELEVATION
1/2" = 1'-0"4 RESTROOM ELEVATION
1/2" = 1'-0"5 RESTROOM PLAN
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020
P.T. 2X6 BOTTOM PLATE
ANCHORED @ 32" O.C.
FLOOR SLAB
2 x 6 STUDS @ 16" O.C.
1/2" GYPSUM BOARD
3 ' - 0 "
4 ' - 0 "
2 ' - 6 "
2 ' - 0 "
1 1 ' - 6 "
TEMPERED GLASS
1/2" GYPSUM BOARD
PASS THROUGH WINDOW
4 ' - 0 "
2 ' - 0 "
3 ' - 6 "
2 ' - 0 "
1 1 ' - 6 "
3' - 0"
COUNTER TOP
P.T. 2X6 BOTTOM PLATE
ANCHORED @ 32" O.C.
FLOOR SLAB
2 x 6 STUDS @ 16" O.C.
FRP OVER 1/2" PLYWOOD MIN.
2 ' - 0 "
9 ' - 6 "
1 1 ' - 6 "
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A3DETAILS
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
Author
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
Checker
1" = 1'-0"1 WALL -HALF TEMPER GLASS
1" = 1'-0"2 WINDOW PASS
1" = 1'-0"3 WALL-WHASHABLE WALL
BUILD OUT EXPANSION FOR REVE BREWING.
SCOPE OF WORK.
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020
EXISTING
COOLER
TO STAY
6' - 6 1/16"6' - 0"6' - 0"6' - 0"5' - 6"
6 ' - 0 "
6 ' - 0 "
6 ' - 0 "
6 ' - 0 "
6 ' - 0 "
6 ' - 0 "
4' - 0"4' - 0"
4 ' - 6 "
4 ' - 6 "
5 ' - 1 0 "
6 ' - 0 "
4 ' - 1 0 "
E X P A N S I O N F O R
R E V E B R E W E R Y
ELECTRICAL STOP/ DISCONECT ELECTRICAL LEGEND
INTERRUPTER -110 VOLT
SINGLE-POLE SWITCH
WALL MOUNTED LIGHT
GFI
DUPLEX WALL OUTLET -110 VOLT
LIGHT FIXTURE
LIGHT FAN COMBO
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A4ELECTRICAL
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
CRP
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
BB
1/4" = 1'-0"1 ELECTRICAL PLAN
BUILD OUT EXPANSION FOR REVE BREWING.
SCOPE OF WORK.
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020
TOTAL OCCUPANTS ALLOWED = 87 OCCUPANTS
MINIMUM EGRESS WIDTH REQ. PER OCCUPANT -0.2 IN
87 OCCUPANTS X 0.2 IN/OCCUPANT = 17.4 IN REQUIRED
OCCUPANT LOAD BREAKDWOWN
KITCHEN REQ.200 SFT PER PERSON
KITCHEN AREA - 1211 SF / 200 SFT PER PERSON = 6 OCCUPANTS
FLORIDA BUILDING CODE, BUILDING 6th EDITION
-CHAPTER 10 -MEANS OF EGRESS
-TABLE 1004.1.2 -MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
TOTAL EGRESS WIDTH PROVIDED = 216 IN.
AWAITING AREA REQ. 15 SFT PER PERSON
WAITING AREA - 1187 SF / 15 SF PERSON = 79 OCCUPANTS
OFFICE/BUSINESS AREA REQ.200 SFT PER PERSON
OFFICE AREA - 42 SF / 200 SFT PER PERSON = 1 OCCUPANTS
BAR / KITCHEN REQ.200 SFT PER PERSON
BAR AREA - 256 SF / 200 SFT PER PERSON = 1 OCCUPANTS
KEY NOTES
1. PANIC TYPE HARDWARE. SEE DETAIL
2. NEW EMERGENCY LIGHT w/BATTERY BACK UP
3. EXISTING EMERGENY LIGHT w/BATTERY BACK UP
4. PROVIDE AND INSTALL EXIT SIGNS AS DRAWN
HERE IN (TYP OF 5)
UNLESS NOTED OTHERWISE, ALL EMERGENCY EXIT
AND EMERGENCY LIGHTS ARE EXISTING AND SHALL
REMAIN AS IS.
X
LIFE SAFETY NOTES
FURTHEST TRAVEL DISTANCE TO EXIT = 58' (299' ALLOWED)
EXIT DOORS SHALL HAVE TACTILE SIGNAGE TO COMPLY
WITH NFPA
ALL EMERGENCY EXIT DOORS SHALL HAVE PANIC
HARDWARE TO COMPLY WITH NFPA
FIRE EXTINGUISHERS SHALL BE MOUNTED @ 5'-0"
A.F.F. FROM TOP OF EXTINGUISHER.
LIGHWEIGHT TRUSS FRAME SYMBOL TO BE CLEARLY
POSTED AT FRONT ENTRY (ROOF ONLY)
TACTILE SIGNAGE:
TACTILE SIGNAGE SHALL BE PROVIDED AS REQUIRED
BY NPA
TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT
DOOR REQUIRING AN EXIT SIGN
ALL EMERGENCY EXIT DOORS SHALL HAVE PANIC
HARDWARE TO COMPLY WITH NFPA
TACTILE SIGNAGE SHALL READ AS FOLOWS: EXIT
TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI
A117.1 AMERIAN NATIONAL STANDARD FOR
ACSESSIBLE AND USABLE BUILDING AND FACILITIES
"AMEREX" MODEL 500 / B500T HAND
HELD TYPE A,B, C #5 OR EQUAL AS
INDICATED ON PLAN. (MOUN NOT
MORE THAN 5'-0" A.F.F. FROM TOP OF
EXTINGUISHER TO FLOOR) PROVIDE
TYPE 'K' @ KITCHEN AREAS
FIRE EXTINGUISHER
MOUNTING HEIGHT
LIFE SAFETY SYMBOL LEGEND
CEILING OR WALL MOUNTED
ILLUMINATED EXIT SIGN
w/BATTERY BACK-UP
WALL MOUNTED ILLUMINATED
EXIT SIGN & LIGHT COMBO W/
BATTERYBACK-UP
NEW EMERGENCY LIGHT w/
BATTERY BACK-UP
FIRE EXTINGUISHER (5LB 2A-10BC)
(TYPE 'K' @ KITCHEN)
FIRE EXTINGUISHER SHALL BE
LOCATED SO THAT NO POINT ON
THEFLOOR IS MORE THA 75' FROM
AN EXTINGUISHER.
POINT OF BEGINNING
POINT OF DECISION
TOTAL DISTANCE OF
TRAVEL
DIRECTION OF EGRESS
TRAVEL ROUTE
(PRIMARY)
TRAVEL ROUT
(SECONDARY)
001'
5 ' - 0 "
SCOPE OF WORK
BUILD OUT EXPANSION FOR REVE BREWING
PANIC TYPE
HARDWARE
CLOSER
EXIT
5 ' - 0 "
0' - 8"
0 ' - 6 "
TACTILE EXIT w/
RAISED BRIAL
EGRESS w / PANIC HARDWARE
EXIT
3' - 6"
1,187 SF-15SF/PERSON (89
OCCUPANTS)
8 2 S F (1 )
R O T A T E D H O O D
1,211 SF-KITCHEN
200SF/PERSON
(6)
4 " F L O O R D R A I N
4 " F L O O R D R A I N
68'
54'
42 SF OFFICE
(1 OCCUPANT)
4' - 0"4' - 0"4' - 7 7/8"
3' - 6"
EXISTING
COOLER
TO STAY
17' - 4"
TYPE K
EXTIN.
TYPE K
EXTIN.
4 ' - 0 "
E X P A N S I O N F O R
R E V E B R E W E R Y
T H O M P S O N P E R F O R M A N C E
B O O S T M O B I L E
3' - 6"
3' - 6"
3 ' - 6 "
3' - 6"
3 ' - 6 "
3' - 6"
84'
2HR FIRE RESISTANT
DEMISING WALL
2HR FIRE RESISTANT
DEMISING WALL
7 ' - 0 "
3 ' - 6 "
3 ' - 6 "
2 ' - 5 3 /4 "
4 '-0 " M I N . H E I G H T O F S I G N
0' - 8"
0 ' - 8 "
2' - 0"
R
6 '-0 " M A X H E I G H T O F S I G N DECAL MUST BE WITHIN 24
INCHES TO THE LEFT OF THE
MAIN STOREFRONT DOOOR, NOT
HIGHTER THAN 6' AND NOT
LOWER THAN 4'.
FIREFITGHTER SAFETY WARNING SIGN FOR STRUCTURES w/
LIGHT-FRAME TRUSS-TYPE CONSTRUCTION IN
ACCORDANCE w/ FLORIDA ADMINISTRATIVE CODE
69A-3.012
R
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A5LIFE
SAFETY
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
CRP
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
BB
1/4" = 1'-0"2 Level 1 Life Safety
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020
3"
3"
3"
2"
2"
2"
3"
2 " V T R
WC
HAND SINK
TRENCH
DRAIN
TRENCH
DRAIN
HAND
SINK
FLOOR DRAIN
FOR GREASE
TRAP
2"
HAND SINKHAND SINK
2"
3"
2"
2"
3"
3"
3"
2"
2"
VTR
42 SF OFFICE
(1 OCCUPANT)
EXISTING
COOLER
TO STAY
2"
CLEAN OUT
DOMESTIC COLD WATER
VENT THRU ROOF
GATE VALVE
1-1/2" P-TRAP
SANITARY SEWER PIPING
SANITARY SEWER PIPING (EXISTING)
VENT PIPING
DOMESTIC COLD WATER PIPING
DOMESTIC HOT WATER PIPING
CO
CW
VTR
PLUMBING LEGEND
This item has been electronically signed and
sealed by Gerard Vermey, Architect, AR#4630
using a digital signature. Printed copies of this
document are not considered signed and the
signature must be verified on any electronic
copies, FAC 61G15-23.005(d) & 61G1-16.005.
B E N B R O A D F O O T D E S I G N
V E R M E Y A R C H I T E C T
4 2 0 S . T H I R D S T . 2 4 6 -1 1 5 0
J A C K S O N V I L L E B E A C H , F L O R I D A
1 2 6 1 M A Y P O R T R O A D (9 0 4 )
2 4 2 -8 8 0 0
A T L A N T I C B e a c h , F L 3 2 2 3 3
A R 4 6 3 0
SHEET #SHEET TITLE
REVISION DATE
PROJECT #
DATE:
DRAWN BY:
CHECKED BY:
A6PLUMBING
B U I L D O U T E X P A N S I O N F O R R E V E B R E W E R Y
R E V E B R E W E R Y
01/03/2020
CRP
1 2 3 7 M A Y P O R T R O A D
A T L A N T I C B E A C H , F L 3 2 2 3 3
BB
1/4" = 1'-0"3 FIRST FLOOR PLAN
BUILD OUT EXPANSION FOR REVE BREWING.
SCOPE OF WORK.
DocuSign Envelope ID: 620A449E-4D5D-481F-8E26-192694F797D4
8/5/2020