1221 Mayport Rd COMM20-0008 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
SHOPPES OF A1A NORTH
LLC 4237 SALISBURY RD N STE 212 JACKSONVILLE FL 32216
COMPANY:ADDRESS:CITY:STATE:ZIP:
SONSHINE
CONSTRUCTION,INC.447 Atlantic Boulevard Atlantic Beach FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171090 0100 ROYAL PALMS UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1221 MAYPORT RD COMMERCIAL ALTERATION
COMMERCIAL
INTERIOR BUILDOUT - UNIT
1237 $30000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
FIRE DEPARTMENT FEE 45500002080800 0 $125.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 9/17/2020
PERMIT NUMBER
COMM20-0008
ISSUED: 9/17/2020
EXPIRES: 3/16/2021
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL: $440.19
2 of 2Issued Date: 9/17/2020
PERMIT NUMBER
COMM20-0008
ISSUED: 9/17/2020
EXPIRES: 3/16/2021
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $440.19
COMM20-0008 Address: 1221 MAYPORT RD APN: 171090 0100 $440.19
BUILDING $205.00
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN REVIEW $102.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
FIRE DEPARTMENT FEE $125.00
FIRE DEPARTMENT FEE 45500002080800 0 $125.00
STATE SURCHARGES $7.69
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL FEES PAID BY RECEIPT: R13301 $440.19
Printed: Thursday, September 17, 2020 2:08 PM
Date Paid: Thursday, September 17, 2020
Paid By: SONSHINE CONSTRUCTION,INC.
Pay Method: CREDIT CARD 362861653
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R13301
1
IMPORTANT
PERMIT AND INSPECTION NOTES
BUILDING.
1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the
Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits.
2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68.
3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68
and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade.
Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE).
4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit
compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof.
5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch)
will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly.
6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC-
R401.
7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection.
8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is
required for slab inspection.
9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and
R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar.
10. Inspections:
a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and
should be scheduled for the first day of work.
b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown-
coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection.
c. All roofing projects require an In-Progress Inspection, Residential and Commercial.
d. The roof must be complete and the building dried in before scheduling rough trades inspections.
11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be
inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be
sealed.
12. Please post the building permit documents in a conspicuous location, before start of construction,
including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The
Police Department may review the management plan for compliance and parking.
13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City
Manager.
2
14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan
review and approved before it can be inspected. Building inspectors are not authorized to approve changes to
the approved plans in the field. (See Mechanical)
15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply,
including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where
the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR)
and installed during or immediately after excavation.
EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY.
1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC-
EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that
information on the plans, with the Design Criteria and Code Analysis.
2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter.
3. When it is discovered during construction that the Compliance Method is not correct, or the project
has expanded into another Compliance Method, revised plans will be required to update the Permit.
No inspections will be conducted until the approved revisions are on site.
4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current
provisions for Energy Conservation, including weatherproofing and insulation will apply.
5. Building inspectors are not authorized to approve changes to the approved plans in the field.
ROOFING.
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing
Inspection is approved.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
ELECTRICAL.
1. Electrical work must comply with the provisions of the 2014 NEC.
2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing
Approval Documents for the conductors and the termination points, at each end, specifically allow
connection without the compound. (Three documents will be required)
PLUMBING.
1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5.
2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer
3
must be internally examined to verify proper size and slope and that piping is not broken or obstructed,
per FBC-R, P2502.1.
3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection.
4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per
FBC-R, P2604.3.
MECHANICAL.
1. All equipment and duct work must match the approved plans and Energy Sheets.
The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or
a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and
trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the
Mechanical Contractor with State License Number.
FUEL GAS.
1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas.
2. LP gas storage systems and outside piping must comply with NFPA 58.
3. All underground gas piping and tubing must be buried with 12-inches of cover.
4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval.
4
01/23/20, 02/13/20, 7/20/20
01A0-
4 City of Atlantic Beach APPLICATION NUMBER
r Building Department To be igned by the Building Department.)
M
800 Seminole Road 7 8rAtlanticBeach, Florida 32233-5445 m ZO-000
Phone(904)247-5826 Fax(904)247-5845
o' E-mail: building-dept@coab.us Date routed: 3/G O
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
1\) (- -f 1Z37
Property Address: t ZZ tIfY\ (--(PO,( RD D ment review required Yes No
c—N Building)
Applicant: >01l3S C-{(f)(-•j K.D,ST Planning &Zoning
Tree Administrator
Project: 1 2,1.Ore-, e"_)(DC LOO() Public Works
Public Utilities
I Eve. 6 R
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required
Review or Receipt
Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: I !Approved. enied. Not applicable
Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: 4 A9,ate: 2"'
TREE ADMIN.
Second Review: A roved as revised. /pp Denie• Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by:Date:
FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable
Comments:
Reviewed by:Date:
Revised 05/19/2017
Printing :: CR549649 Page 1 of 1
Duval County, City Of Jacksonville
Jim Overton , Tax Collector
231 E.Forsyth Street
Jacksonville,FL 32202
General Collection Receipt
Account No:CR549649 Date:3/9/2020
User:Dipierri,Miguel Email:DiPierri@coj.net
FIRE MARSHALL FEE FOR SERVICES PROVIDED
Name:REVE BREWERY
Address: 1221 MAYPORT Rd
Description:Fee for Plan Review Comm 20-0008 Atlantic Bch
TranCode j IndexCode I SubObject I GLAcct SubsidNo I UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo I Amount
701 FRFP 159FI I 34222 I I I I I I I I I 150.00
Total Due:$150.00
Jim Overton ,Tax Collector
General Collections Receipt
City of Jacksonville,Duval County
Account No:CR549649FIRE MARSHALL FEE FOR SERVICES PROVIDED Date:3/9/2020
Name:REVE BREWERY
Address:1221 MAYPORT Rd
Description:Fee for Plan Review Comm 20-0008 Atlantic Bch
Total Due: $150.00
https://tccr.coj.net/printing.aspx?cr=CR549649 3/9/2020
Dipierri, Miguel
NOT APPROVELED
COMM 20-0008
Returned for Corrections:
The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested information to obtain plans approval.
When resubmitting corrected sheets, provide a type written itemized narrative letter responding to our comments and directing the plans reviewer to the sheets the
changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised
sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets
removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along
with a"complete set" (not just the revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file
containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion.
1. Fire Code specific code summary
The building code and fire code differ on occupancy types, uses, and occupant loads and can make the proper application of the code difficult. For example the
building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please
provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the
following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and
clarifications.
Provide required Fire Code specific code summary: Please Reference 6th Edition Florida Fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition &
NFPA 101 Life Safety Code 2015 Edition.
Occupancy type sub-classification (per NFPA 101 6.1)
Building construction type (per NFPA 101 8.2.1)
Gross square footage
Number of stories
Building height
Interior wall and ceiling finish requirements (per NFPA 101 10.2
Allowable dead end limits
Allowable Common path of travel limits
Allowable travel distance limits
Any fire protection systems (sprinkler, fire alarm, etc.)
Statement from architect or engineers that their design to the best of their knowledge complies with the 6th Edition Florida Fire Prevention Code (FFPC).
Also all existing building must provide classification of rehabilitation work categories per NFPA 101 43.1 Provide classification of rehabilitation work categories
per NFPA 101 43.1
1
This information is important because the level of rehabilitation work determines how the code will be applied. The 6 rehabilitation work categories are as follows:
1) Repair
2) Renovation
3) Modification
4) Reconstruction
5) Change of use or occupancy classification
6) Addition
2. Life Safety Floor Plan:
The City of Jacksonville's Fire Marshal's Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building
alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life
Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the
required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation.
Required Occupant Load Calculation:
Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be shown with graphic seating configurations or fixtures in
order to substantiate occupant load chosen.
Exit Locations:
Designate main entrance and all secondary exits. All required exits shall terminate at a"public way". Access to the public way shall be accessible and must be via
a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5'x5' landing and 44" walkway. Multi story buildings should designate area of
rescue with required communication means. Separation of exits using the one half (non-sprinkled) or one third (sprinkled) the diagonal distance rule should be
shown on plans.
Required Egress Capacity:
Egress inches for means of egress components (doors, stairs, etc.)
Required measurements: (Worst case only need be shown.)
Dead end corridors measurements.
Common path of travel measurements.
Total travel distance to exits.
Required separation:
Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from building official wall detail needs to include UL listing and needs
to confirm by architect or engineer as being accurate.
Required Lock Latch details:
Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage.
Required Electrical Stop/Disconnect Details:
Any required Emergency stops or Shunt trips.
2
Main Electrical disconnects access/location.
Required markings of means of egress:
Exit signs to include tactile exits signage.
Required fire extinguisher Locations:
Locations per NFPA 10.
Required Emergency lighting:
Show emergency illumination.
Required Lightweight Truss Signage:
Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for clarification to requirement.
http://www.coi.net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f-01-09-light-weight-truss-rule.aspx
Also if occupancy is to have any permanent open flame devices such as fire pits, gas grills, patio heaters, gas lamps etc. they should be shown on life
safety plan for approval.
See NFPA 1 10.11 (separate fire permits will be required for installation of these features).
3. MOE:
Doors shall swing in the direction of egress travel when serving a room with an occupant load of 50 or more per NFPA 101 7.2.1.4.2
Means of egress are required to terminate at a "public way" for all required exits. Provide access to a public way that is stable, firm, and slip resistant (example is a
code compliant sidewalk with a minimum of 5 foot of width) per NFPA 101 7.1.6
Provide illumination and emergency lighting of means of egress to a "public way" per NFPA 7.8
Example is outside lighting with battery back-up).
4. Emergency Egress lighting & Marking of MOA:
7.8 Illumination of Means of Egress.
7.8.1.1* Illumination of means of egress shall be provided in accordance with Section 7.8 for every building and structure where required in Chapters 11 through
43. For the purposes of this requirement, exit access shall include only designated stairs, aisles, corridors, ramps, escalators, and passageways leading to an exit.
For the purposes of this requirement, exit discharge shall include only designated stairs, aisles, corridors, ramps, escalators,
Walkways, and exit passageways leading to a public way.
Provide emergency egress lighting per NFPA 101 7.9.1 in all stairs, aisles, corridors, ramps, escalators & passageways leading to an exit providing not less than
1.5 hours of backup lighting and an average of 1ft. candle at any point and not less than 1/2 ft. candle along the path of egress. For the purposes of this
requirement, exit discharge shall include only designated stairs, aisles, corridors, ramps, escalators, walkways, and exit passageways leading to a public way.
Provide Marking of Means of Egress (Exit Signs) to include all exits and exit access when exit or way to reach the exit is not readily apparent per NFPA 101
7.10.1.2
3
Provide Exit Door Tactile signage (Raised Characters in Braille) per NFPA 101 7.10.1.3
5. Key Plan:
Provide key plan of building showing adjacent occupancy type with required separation of occupancies per 6th Edition FFPC, NFPA 101 Table 6.1.14.1.4.
6. A) NFPA 101-12.3.2 TYPE , BTU FOR BOILER IN BREWING AREA MAY NEED SEPARATION
B) NFPA 101-7.6 EXISTING AREA COMMON PATH OF TRAVEL.
C) NFPA 101-7.5.1.3.2 SEPARATE OF EXITS
D) NFPA 101-12.2.10 EXIT SIGNS
E) NFPA 101-12.2.9 EMERGENCY LIGHTS
F) NFPA 101-6.1.14.4.1 RATE WALL SEPARATEION
tw
Sc4J E Dti`,
MIGUEL Di PIERRI
Fire Safety Inspector/Plan Reviewer
Hispanic Advocate, MHAAB
JFRD PREVENTION OFFICE
214 HOGAN UNIT 281 St.,Jacksonville, Florida 32202
Office: 904-255-8561 cell: 904-763-1290—Email: DIPIERRI@COJ.NET
4
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
x Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
x Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
1
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 4/13/2020, 7/07/2020
Permit #: COMM20-0008
Site Address: 1221 Mayport Rd.
Review: 1, 2
RE#:
Applicant: Sonshine Construction
Address: 442 Atlantic Beach #5
Phone: 838-7563
Email: sonshinebrian@gmail.com
THIS BUILDING DEPARTMENT REVIEW IS ONE OF 2 DEPARTMENT REVIEWS.
PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS.
Correction Comments:
Application is disapproved for the following issues:
1. Outside seating to be reviewed by Zoning.
Complete.
2. Code Analysis must include alteration method, per FBC-EB, Section 301.1. The alteration method will
correspond to a FBC-EB Chapter. Provisions of that chapter will apply to this project.
2nd Submittal: Architect’s letter indicates new Page A1; Page A1 was not submitted/received.
The original plans set was submitted as printed on paper. Since that time, paper cannot be accepted, due to the
COVID19 guidelines. Please submit (upload) a complete plans package electronically to have all pages in same
format.
3. Three rest rooms are now required for the increased occupant load. Two out of three rest rooms must be ADA,
(At least 50%) per FAC 213.2.4.
2nd Submittal: the door to the existing rest room in brewing area cannot open into brewing area (beer is considered
food), and access to the rest room cannot pass through kitchens or storage areas. This rest room must be
accessible to the public. Please reconfigure the restroom to above requirements.
4. Please indicate all cooking equipment and boilers, and their locations.
Complete.
5. Tenant separation walls must be 2-hour fire-resistance rated walls, per FBC, Table 508.4.
Complete.
6. See Fire Marshal’s comments, attached.
2nd Submittal not yet reviewed, 7/07/2020.
7. Resubmittals or revisions may generate additional comments.
Dan Arlington, CBO
darlington@coab.us
(904) 247-5813
1
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 4/13/2020
Permit #: COMM20-0008
Site Address: 1221 Mayport Rd.
Review: 1
RE#:
Applicant: Sonshine Construction
Address: 442 Atlantic Beach #5
Phone: 838-7563
Email: sonshinebrian@gmail.com
THIS BUILDING DEPARTMENT REVIEW IS ONE OF 3 DEPARTMENT REVIEWS.
PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS.
Correction Comments:
Application is disapproved for the following issues:
1. Outside seating to be reviewed by Zoning.
2. Code Analysis must include alteration method, per FBC-EB, Section 301.1. The alteration method will
correspond to a FBC-EB Chapter. Provisions of that chapter will apply to this project.
3. Three rest rooms are now required for the increased occupant load. Two out of three rest rooms must be
ADA, (At least 50%) per FAC 213.2.4.
4. Please indicate all cooking equipment and boilers, and their locations.
5. Tenant separation walls must be 2-hour fire-resistance rated walls, per FBC, Table 508.4.
6. See Fire Marshal’s comments, attached.
7. Resubmittals or revisions may generate additional comments.
Dan Arlington, CBO
darlington@coab.us
(904) 247-5813
comm20-0008
COMM20-0008
COMM20-0008
comm20-0008
comm20-0008
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 m eans, 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 relat ed 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 inst alled 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 ev ent 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 i nsurance 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" substitu tions 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 th ese 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. Th is 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