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Parcel ID	00121980001600
Permit Number	20101551
Permit Type	54 - COMMERCIAL STORAGE
Property Address	13 CALLE TRES
Status	CLOSED

PERMIT INFORMATION

Application Date	07-06-2020	Operator	gonzalya
Issue Date	11-19-2020	Operator	manningm
Certificate Date	01-25-2022	Operator	manningm
Certificate Type	C.O.	Project Number
Applied Value	$6,945,723.00	Usage Class	COM
Contractor ID	10555	Sq Ft	39498

OWNER ON PERMIT

Name	BIG COPPITT STORAGE LTD
Address	3030 HARTLEY RD
City/State/Zip	JACKSONVILLE , FL 32257

PERMIT CONDITIONS

13 CALLE TRES ROCKLAND KEY
COMMERCIAL BUILDING
NOTICE OF COMMENCEMENT REQUIRED
**************************************************
All documentations, including but not limited to
corrections, revisions, clarifications, or
engineering letters, must be submitted to an
appropriate Building Department location.
PERMIT APPROVAL TO CONSTRUCT A 39,498 SQ FT
COMMERCIAL STORAGE BUILDING WITH ELEVATOR, RETAIL
AREA, CART STORAGE AREA, MECHANICAL ROOM, BATHROOM
AND STORAGE CLOSET AS PER APPROVED PLANS.
KEYS ENERGY APPROVAL 12/11/19.
ELECTRICAL, PLUMBING AND MECHANICAL WORK THIS
PERMIT.
MUST HAVE: SWALE BERM & MEET ALL CONDITIONS OF
ORDINANCE 30-1992, FINAL HEALTH DEPT/KEY LARGO
WASTEWATER TREATMENT DISTRICT INSPECTION,
INSTALLATION OF APPROVED HURRICANE SHUTTERS OR
IMPACT WINDOWS & CERTIFICATION OF TERMITE SOIL
TREATMENT PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY.
FLOODPLAIN MANAGEMENT APPROVA: Located in SFHA
zone AE 10 with a design flood elevation(DFE) of
11 feet NGVD
Floodplain approval for a new maintenance building
to be floodproofed
All electrical and mechanical machinery servicing
the building, including the electric meter, AC and
all duct work, must be located at or above DFE.
Finished grade to be elevated to 5.5 feet so the
bottom of all components must be at least 5.5 feet
above grade.
Construction must be anchored to resist flotation,
lateral movement and collapse during or as a
result of conditions of the base flood.
All materials, components and finishes below BFE
must be flood damage resistant per FEMA Technical
Bulletin 2.
Structure must be anchored to resist flotation,
permanent lateral movement and collapse during
conditions or as a result of the base flood.
An elevation certificate is required within 21
days of establishment of finished floor
Prior to a certificate of occupancy/certificate of
completion, the following must be provided.
1. Finished Construction Floodproofing certificate
must be completed and submitted by engineer of
record. Engineer has already provided a
construction drawing certificate including the
design load calculations for the structure and
flood panels
2. A flood proofing inspection must be completed,
including photos of all panels in place as well as
notation of the storage location of panels when
not in use
3. A flood emergency operation plan must be
submitted including all criteria located in the
FEMA TB-3 and ASCE24
4. A floodproofing maintenance and inspection plan
must be submitted including all criteria located
in FEMA TB-3 and ASCE 24
5. A finished construction elevation certificate
completed by a licensed land surveyor.
Approved-MW
*************************************************
FIRE MARSHAL - 08.06.2020 - CRM
I. Scope of Work.
A. Construction of new storage facility
II. Type of Construction.
A. Type III B Construction
1. Unprotected
2. Sprinklered
B. Three (3) stories
1. 1st Level
a. 7.0 ft. above grade
2. 2nd Level
a. 17 ft. 2 in. above grade
3. 3rd Level
a. 27 ft. 4 in. above grade
C. Square Feet
1. 13,166 sq. ft. per floor
2. 39,498 sq. ft. gross
D. Rated Assemblies
1. Exterior bearing wall
a. 2 – hour
2. Stairs
a. 1–hour
3. Elevator hoist way (shaft)
a. 1–hour
4. Penetrations
a. Provided at details
i. UL
III. Occupancy Classification. FFPC 6.1.13.1
A. Storage Occupancy / Group S-1
1. Occupancy Load
a. 13,166 / 500
i. 26 Occupants per floor
b. Total Occupant Load: 78
B. Occupant Load Sign
1. Required
a. Each floor
b. Aggregate at main entrance / exit
IV. Means of Egress.
A. Travel Distance
1. Maximum noted
a. First level
i. 154 ft.
b. Second Level
i. 162 ft.
c. Third level
i. 170 ft.
2. Egress width per person
a. Stairs
i. 2.7 in. per floor
b. Doors
i. 1.8 in. per floor
3. Clear opening / width
a. Door
i. 34 in.
b. Stairs
i. 44 in.
c. Corridors
i. 60 in.
d. Dead End
i. 7 ft.
B. Illuminated Exit Sign
1. At each change of direction
a. Direction indicating closest exit access
2. Tactic signage
a. Provided at each change of direction
C. Emergency Lights
1. Each exit light to provide minimum 111 lumens
V. Detection / Initiation / Notification.
A. Smoke Detector
1. At elevator lobby(ies)
2. Fire Alarm Control Panel (FACP)
B. Heat detector
1. At mechanical / electric rooms
C. Manual Pull Alarm
1. Main entrance / exit
2. At exit access – stairs
a. Each exit discharge
D. Audible / Visual Alarm
1. Decibel level to comply with NFPA 72: National
Fire Alarm and Signaling Code
E. Fire detection, notification, annunciation
plans are submitted by Florida state licensed fire
alarm contractor, receiving a separate permit
VI. Fire Protection.
A. Fire Protection.
1. Automatic fire sprinkler
a. Page G004 Notes
i. NFPA 13R: Standard for the Installation of
Sprinkler Systems in Low-Rise Residential
Occupancies
b. REQUIRED
i. NFPA 13: Standard for the Installation of
Sprinkler Systems
ii. Fire protection plans are submitted by Florida
state licensed fire protection contractor,
receiving a separate permit
VII. Site Plan.
A. Access for Emergency Services – Fire Apparatus
/ Rescue Vehicles
1. Controlled vehicle access to this proposed
project is not indicated
a. Access shall be by engaging electronic siren
“Yelp and / or Wail”
VIII. Water Supply
A. Water Supply
1. Fire Flow Requirements for Buildings: Chapter
18, Section 18.4
a. Determining fire flow requirements shall be in
compliance with this section.
i. NFPA 13: Standard for the Installation of
Sprinkler Systems, 2013 Edition
B. For additional fire flow requirements, ISO
(Insurance Services Office) “Guide for
Determination of Needed Fire Flow” is to be
consulted (https://www.isomitigation.com/downloads
/ppc3001.pdf)
1. Additional fire flow may be obtained through
the installation and maintenance of fire wells
a. Drawings are available upon request
NOTE:
1. Numerical address shall be provided on sign or
exterior of building visible from both lanes of
traffic
A. Minimum 6 in. in height on contrasting
background
2. Construction Materials
A. Access to site must be maintained “clear”
providing unencumber ingress and egress for
emergency responders
3. Fire Flow Requirements for Buildings: Chapter
18, Section 18.4
A. Determining fire flow requirements shall be in
compliance with this section.
i. NFPA 13: Standard for the Installation of
Sprinkler Systems, 2013 Edition
B. For additional fire flow requirements, ISO
(Insurance Services Office) “Guide for
Determination of Needed Fire Flow” is to be
consulted (https://www.isomitigation.com/downloads
/ppc3001.pdf)
i. Additional fire flow may be obtained through
the installation and maintenance of fire wells
1. Drawings are available upon request
4. Maintain established “Fire Lane(s)”
A. Minimum clear width 10 feet.
B. Turning radii
i. 25 ft. inside
ii. 50 ft. outside
5. Maintain emergency access to water supplies
A. Positive Pressure
i. Fire Hydrants
B. Static supplies
i. Fire Well(s)
ii. Drafting site(s)
6. Electric Service
A. Main Service Disconnect
i. NFPA 70, 110.22
1. Identification of Disconnecting Means
a. Sign indicating area(s) serviced
************** ************ *************
NOTES – CORRECTIONS: 13 November 2020
1) Site access, pages; C.4.00, C-4.01, C-402,
C-4.03
a. Storage facility
i. Closest access (±) 12 linear feet from
“stabilized emergency access, 20 ft. x 77 ft.
1. Surface between “emergency access” to sidewalk
required to be level for transfer of EMS response
and rolling equipment
ii. Curbing at “emergency access” and dumpster
area to provide adequate turning radii, mountable
curb is acceptable
1. Not a 90° corner
iii. Security gate
1. Emergency access provided by KnoxBox
b. Residential building #1
i. Ingress, 10 ft. from edge of roadway to
controlled ingress and egress
ii. Stabilized access, 20 ft x 72.7 ft.
1. Surface between “emergency access” and parking
area to be level for transfer of EMS response and
rolling equipment
i. Security gate
1. Emergency access provided by KnoxBox
c. Stabilized surfaces; page C-7.0
i. Stabilized Access Detail
2) Water supply
a. Fire hydrant # 1
1. To be positioned opposite southeast corner of
entrance to parking area (±) 75 ft.
b. Fire hydrant #2
i. Specific location to be determined in the field
1. To be positioned opposite north end of
“stabilized area” (±) 110 ft.
c. Fire Well # 1
i. Location is adequate
d. Fire Well # 2
i. 4 ½ in. steamer connection to be facing towards
the “stabilized area”
ii. Location is adequate
** *** ** *** ** *** ** *** ** *** ** ***
FINAL FIRE MARSHAL INSPECTION REQUIRED FOR FINAL
APPROVAL, AS PER CONDITIONS OF APPROVED PLAN.
1) SHALL NOT BE ANY STORAGE IN ATTIC.
2) SMOKE DETECTORS, EMERGENCY LIGHTS & EXIT SIGNS
REQUIRED.
***********************************
PLANNING APPROVAL FOR ALL WORK TO BE COMPLETED AS
PER PLANS FOR NEW CONSTRUCTION STORAGE FACILITY, 3
FLOORS CONSISTING OF 372 UNITS. 112 UNITS ON THE
FIRST FLOOR, 130 UNITS ON THE SECOND FLOOR AND 130
UNITS ON THE THIRD FLOOR, 1-WATER CLOSET,
1-LAVETORY, 1-DRINKING FOUNTAIN, 1-SERVICE SINK AT
3 CALLE TRES ROCKLAND KEY ACCORDING TO SUBMITTED
PLANS. SUBJECT TO THE FOLLOWING CONDITIONS:
1. ALL SITE WORK UNDER PERMIT # 20100056 – NO
CHANGES TO SITE WORK OR ACCESSS APPROVED IN THIS
PERMIT
2. PC RESOLUTION NO P09-20 IN FILE (FILE #
2019-205)
3. NO SIGNAGE ON THIS PERMIT
4. FINAL PLANNING INSPECTION REQUIRED
5. ANY DEVIATIONS SHALL REQUIRE PRIOR PLANNING
APPROVAL.
6. WORK NOT SPECIFIED IN THIS APPLICATION MAY NOT
BE CARRIED OUT WITHOUT ADDITIONAL PRIOR PLANNING
AND BUILDING DEPARTMENT APPROVAL(S).
SUCH APPROVAL IS BASED UPON THE INFORMATION,
REPRESENTATION(S), AND DOCUMENT(S) PROVIDED BY THE
APPLICANT(S). IF, AT SOME LATER DATE, THE COUNTY
DETERMINES THAT SUCH INFORMATION,
REPRESENTATION(S), AND/OR DOCUMENT(S) CONTAIN(ED)
FALSE OR MISLEADING INFORMATION MATERIAL TO THE
COUNTY’S CONSIDERATION AND ASSENT TO ISSUANCE OF
SUCH PERMIT, THE COUNTY RESERVES THE RIGHT, IN ITS
DISCRETION, TO REVOKE SUCH CONSIDERATION AND
ASSENT AND TO RESCIND THIS PERMIT AND TO PURSUE
ALL REMEDIES AT LAW AND EQUITY, INCLUDING, BUT NOT
LIMITED TO, PURSUANT TO FLORIDA STATUTES - CHAPTER
162, FOR VIOLATION(S) OF THE COUNTY CODE(S) AND/OR
INJURY(IES) TO THE COUNTY CAUSED BY THE SUBMISSION
OF SUCH FALSE OR MISLEADING INFORMATION,
REPRESENTATION(S), AND/OR DOCUMENT(S).
APPROVAL OF THIS PERMIT DOES NOT DEEM ALL
DEVELOPMENT AS CONFORMING OR DEEM UNLAWFUL
DEVELOPMENT AS LAWFUL. THE PLANNING AND
ENVIRONMENTAL RESOURCES DEPARTMENT RESERVES THE
RIGHT TO REQUIRE THAT SUCH DEVELOPMENT BE BROUGHT
INTO COMPLIANCE THROUGH THE PROPER APPROVAL
PROCESS OR TERMINATED UPON FUTURE DISCOVERY.
LL 9/25/20
*********************************************
BIOLOGIST APPROVAL 7/15/2020 BF WITH CONDITIONS:
1. PERMIT FOR BUILDING NUMBER 2 AS SHOWN ON
APPROVED PLANS ONLY. NO OTHER WORK. NO OTHER
STRUCTURES AUTHORIZED
2. NO LANDCLEAR OR FILL THIS PERMIT
3. STORMWATER TO BE RETAINED ON SITE AS SHOWN ON
SITE WORK PERMIT 20100056 AND SFWMD PERMIT #
44-103046-p
4. ALL SETBACKS AND OPEN SPACE TO BE MAINTAINED
5. THE CONSTRUCTION UNDER SITE WORK PERMIT
#18102691 MUST BE COMPLETED PRIOR TO C.O.
6. FINAL BIOLOGICAL INSPECTION REQUIRED.
PER THE FLORIDA BUILDING CODE: ALL WINDOWS & DOORS
MUST HAVE THE AFFIXED PERMANENT LABELS PROVIDED BY
THE PRODUCT APPROVAL HOLDER.
THE LABELS MUST NOT BE REMOVED PRIOR TO THE FINAL
INSPECTIONS OR A CERTIFICATE, IF APPLICABLE.
APPROVED SITE SPECIFIC DESIGN PRESSURES AND
MANUFACTURE SPECIFICATIONS MUST BE ON SITE FOR
INSPECTIONS.
IF LABELS ARE REMOVED, THE INSPECTION WILL FAIL.
Work in the right of way requires coordination
with the Monroe County Public Works & Engineering
Division. Work performed within the right of way
may require a separate permit or approval in
addition to a permit issued by the Monroe County
Building Department and /or the utilities. It is
the responsibility of the owner to obtain all
required permits before starting work. Failure to
obtain a right of way permit when required may
result in work stoppages or penalties.
For more information go to www.monroecounty-fl.gov
/723/Right-Of-Way-Use-Permits.
ALL DEBRIS TO BE REMOVED TO A PERMITTED DISPOSAL
FACILITY.
INSPECTIONS REQUIRED PER PERMIT CARD.
NO PLAN DEVIATION ALLOWED WITHOUT A REVISED
PERMIT.
NO OTHER WORK THIS PERMIT.
DEEMED NON-DEVELOPMENT. DEO EXEMPT.
************************************************
12-20-2021
MARINO CONSTRUCTION REQUESTED A CHANGE OF
OWNERSHIP AND RE NUMBER. MA

PLAN REVIEWS

Plan Review activity is sorted to display the most recent review activities completed; sorted descending by Sent Date. Therefore all pending or incomplete review activities will appear at the top of the list. You may also change the sort order, by any one column, by selecting the Up or Down arrow displayed next to the column title.

Select at the top of each section to see/print all notes

	Review Stop	Number	Status	Status Date	Received By	Received Date	Sent To	Sent Date

INSPECTIONS

Inspection activity is sorted to display the most recent completed inspection; sorted descending by Inspection Date. Therefore all pending or incomplete inspections will appear at the top of the list. You may also change the sort order, by any one column, by selecting the Up or Down arrow displayed next to the column title.

Select at the top of each section to see/print all notes

	Inspection Code - Description	Number	Result	Fail Code - Description	Inspector	Scheduled Date	Inspection Date

FEES

Fees subject to change during permit application or inspection processing. The Fee Amount displayed reflects applied credits noted in the Credit Amount column.

"*" indicates balance due on fee.

Fee ID - Description	Quantity	Fee Amount	Paid to date	Credit Amount	Credit Remark
0ABLD5PR - 50% DUE APP BLD>=$5K 5 BLD PR	$6,945,723.00	$26200.50	$26,200.50	$7,069.97	pp
0SBLD5PR - 50% DUE ISS BLD>=$5K 5 BLD PR	$6,945,723.00	$26200.50	$26,200.50	$7,069.97	pp
0SENVEG5 - 100% DUE ISS ENV>=$5K	$6,945,723.00	$7814.12	$7,814.12	$0.00
0SFIREG5 - 100% DUE ISS FIRE>=$5K	$6,945,723.00	$36612.19	$36,612.19	$0.00
0SPLNEG5 - 100% DUE ISS PLN>=$5K	$6,945,723.00	$19254.08	$19,254.08	$0.00
1A-I F COM- FIRE/EMS IMP COMMERCIAL	$39,498.00	$2527.87	$2,527.87	$0.00
1A-I R COM- ROADS COMMERCIAL	$39,498.00	$10980.44	$10,980.44	$0.00
CONT-INVES- CONTRACTOR INVESTIGATO	$1.00	$11.00	$11.00	$0.00
DBPR - SURCHARGE DBPR(1.35%)BLDG FEE	$66,540.94	$898.30	$898.30	$0.00
DBPR RE ED- RETAINED DBPR ED(.15%)BLDG FEE	$66,540.94	$99.81	$99.81	$0.00
DCA - SURCHARGE DCA(.90%)BLDG FEE	$66,540.94	$598.87	$598.87	$0.00
DCA RE ED - SURCHARGE DCA(.10%)BLDG FEE	$66,540.94	$66.54	$66.54	$0.00
EDUCATION - NEW RES OR NEW COMM	$1.00	$25.00	$25.00	$0.00
REVCORPG - XXXNUM OF CORRECTION PLAN PGS	$24.00	$240.00	$240.00	$0.00
WW- BC - WW CAPACITY FEE BIG COPPITT	$1.00	$5507.08	$5,507.08	$0.00
TOTAL

CONTRACTORS

GENERAL CONTRACTOR

General Contractor	MARINO CONSTRUCTION GROUP INC	Contractor ID	10555
Address	P.O. BOX 411706	Status	A
City / State / Zip	KEY WEST FL, 33041-1706
Phone	(305) 359-5269
Bus Tax Receipts Exp	09-30-2023	COC Expires
State Expires	08-31-2024
Workers Comp Expires	05-01-2023	Liability Ins Expires	05-01-2023

SUBCONTRACTORS / PROFESSIONALS

Category	ID	Company/DBA	Owner/Qualifier
ACC	01525	SUB ZERO INC	PROTOPSALTIS, PETER W.
EC	11359	CHECK ELECTRIC LLC	BUBLAK, KAREL
EL	09180	ACCURATE ELEVATOR INSPECTION SERV	BABBE, JOHN J
PC	16255	C L PLUMBING LLC	AGUIAR, FELIX III
PP	13797	REYNOLDS, JAMES C	REYNOLDS, JAMES C
ROOF	14482	PERFECTION ROOFING & CONSTR FL INC	WATTNER, MICHAEL W

Monroe County Florida

Permit Information