BPP-12-19-2980, 830 NE 92 StMiami Shores Village 0 8 2020
Building Department
100SO N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: f305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20-4 (_V�
BUILDING Master Permit No. BPP-12-19-2980
PERMIT APPLICATION Sub Permit No. VC-V-Q'1 -2(_--)4449
BUILDING r__j ELECTRIC ROOFING ME REVISION EXTENSION _] F MRENEWAL
E]PLUMBING M MECHANICAL MPUBLIC WORKS M CHANGE OF M CANCELLATION M SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS, 830 NE 92 ST
City: Miami Shores Countw Miami Dade Zip:
Folio/Parcel#: is the Building Historically Designated: Yes _ NO
Occupancy Type: R Load: — Construction Type: Flood Zone: — 8FE: — FFE:
OWNER: Name (Fee Simple Titleholder): Capital International Financial Fund LLC Phone#:
Address: 170 SE 14 ST # 1002
City: Miami State: FL Zip: 33131
Tenant/Lessee Name- Phone$$:
Email:
CONTRACTOR; Company Name: SELENIS TECHNOLOGIES LLC Phonew (305)562-5691
Address: 30310 SW 152 AVE
City: HOMESTEAD State: FL Zip: 33033.
Qualifier Name: VALERIO CERRON Phoneu:(305)562-5691
State Certification or Registration #: CGC1 524512 Certificate of Competency It:
DESIGNER: Architect/Engineer:
Phoned:
Address: --City; —state: _ Zip:
Value of Work for this Permit:$ $3,500.00 Square/Linear Footage of Work:
Type of Work: M Addition n Alteration E]New Repair/Replace Demolition
Description of Work: New swimminq pool location:
21 *10" from left side / 38-10" from right side / 15'from back side and 1 O'from the pLoperty.
Specify color of color thru tile.,
Submittal Fee $ ____ Permit Fee $ CCF CO/Cc $
Scanning Fee $ Radon Fee $ DBPR Notary
Technology Fee $ Training/Education Fee $ Double fee
Structural Reviews $ bond $
TOTAL FEE NOW DUE $
Bonding Company's Dame (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's blame (if applicable)
Mortgage Lender's Address
city
State Zip
Application is hereby, made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, BEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT:,
Notice to Applicant; As a condition to the issuance of a building permit • with on estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven .(7) days after the building permit is issuer!. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
10� -_
day of 20_, by day of / 20 L � , by
!CZ w is ersonallyy k o r °ti f� i f`who i ersonall k own -to
_.
me or who has produced as me or who has produced ._..._ as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: l ---
Print w i Print.
NotaryPukrlic Slate of P4M.44 ,�
Seal: . • cor�rs;ol f GG 10 S64 Seal: ° ` n °t :y Public c State of Florida
1#{ttsn Fxare�Mapta.ial Raul Navarro
r a Y ctsmm6s7 GG 962853
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240
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revise z "z ital'
YARD GRADING DETAIL
OUTDOOR b\1.NG AIRIER
COMPLYING N9TH eTH EDITKN (20t TX R46R1.t1.T1 THRpHM RISDTI>.t.14
I. INDIVIDUAL COMPONENT VERTICAL SUPPORT POSTS SHALL BE CAPABLE OF RESISTING A
MINIMUM OF 52 POUNDS (229 N) OF HORIZONTAL FMCE PRIOR TO BREAKAGE WHEN MEASURED
AT A 36-INCH (914 MM) HEIGHT ABOVE GRADE TIL VERN & POSTS OF E CHILD MESH SAFETY
BARRIER SHALL EXTEND A INM.1 M 3 INCES (76 W) BELOW DEC( LEVEL AND SHAL BE
SPACED NO GREATER THAN W INCHES (914 W) APMT.
2, THE MESH UTIUZED IN THE BARRIER SHALL HAVE A MNNUM TENSILE STRENGTH ACCORDING
TO ASTM D 5034 OF 100 POUNDS PER FOOT (149 KG/M). AND A MINIMUM BALL 9URST
STRENGTH, ACCORDING TO ASIM D 3757 OF IW POURS PER FOOT (223 KG/U). THE MESH
SHALL NOT BE CAPABLE OF DEFORMATION SUCH THAT A 1/ 4 -NCI (6.4 W) RO ND OB.ECT
COULD
PASS THROUGH THE MM.
THE MESH SHN.L RECEIVE A DES06PTIVE PERFORMANCE RATING OF NO LESS THAN 'MACE
Of ORATIWOR SUOIT pSCOLORATM'WHEN TESTED ACCORDING TO ASTM
G 53 (WEATIERANUT/. 1.200 HOURS).
3. WHEN USING A MOLDING STRIP TO ATTACH THE MESH TO THE WRTCA POSTS, THIS STRIP
SHALL CONTAIN. AT A MMWLAL R BY 1/2-INN (12-7 W) SCREWS ON A MINIMUM OF TAO
SM MS AT THE TOP AND TM) AT THE BOTTOM WTH THE REMAINING SCRIMS SPACED A
MAXIMUM OF 6 INCHES (152 W) APART ON CENTER.
4. PAINT DECK SLEEVES (VERTICAL POST RECEPTACLES) PLACED INSIDE THE PAM1 SURFACE
SHAL BE OF A NONCONOUCDVE MATEMAL
S. A LA NG DEVICE SHALL ATTACH EACH BARRIER SECTION AT A HEIGHT NO LOWER THAN 45
INCHES (11 613 W) MOVE GRADE. COMMON LATC,ING DEVICES MAT INCLUDE. BUT ARE NOT
UMHED TO. DEVICES THAT PROVIDE THE SECURITY EWAL TO OR GREATER MAN MAT OF A
HOOK AND ENE TYRE LATCH NOWPORATNG A SPRING ACTUATED RETAINING LEVER (COMMONLY
REFERRED TO AS A SAFETY GATE HOOD.
6. THE BOTTOM OF THE CHILD MESH SAFEtt BARRIER SHALL NOT BE MORE TNAN 1 INCH (25
W) ABOVE THE DECK OR NSTALm SURFACE (MADE).
7. THE HEIGHT OF POOL BARRIER (46' MINIMUM ABOVE GRADE DR DECK) - FBCR 4" 17.
B. THE POOL MESH BARRIER SHALL BE LOCATED MINIMUM 20' AWAY FROM WATERS
EDGE (AND 36' FROM EGRESS WINDOWS M DOMS)
9 OPENINGS N BARRIER SHALL NOT ALLOW THE PASSAG OF A 4' DIAMETER
SPHERE - FBC R4501 1TIZ
10. GATES AND BARRIER SHALL HAVE NO WEARINGR G EATER THAN 1/2' MTNN
tB' M THE RELEASE MECHANISM - FBC R4501.17.1.6
11. DIE END OF A REMOVABLE OQ.G BARRIER S,A- NOT BE REMOVABLE
WTHWT THE AID OF TOOLS -FTC R4501.17A.2.
PROVIDE REMOVABLE BABY FENCE COMPLYING IM
R4501.17.1.12 THROUGH R4501.17.15
REFER TD POOL BARRIER CODE NOTES IN THIS PAGE
TOTAL PERIMETER: 129.50'
fj
jvE
EXISTING 4FT CHAR! LINK FENCE
EXISTING 4 FT HIGH CBS FENCE B METAL
SINGLE GATE 1MTH SELF CLOSING AND
SELF LATCHING DEVICE. W/I.00K DEVICE O
54' FROM GRADE LEVEL (TO BE USED AS
PART OF POOL BARRIER)
GOLDEN GATE PARK ADDN PB 6-130
LOTS 6 h 7 Bit 2 LOT SIZE 14000 SO FT
74R-19304
�___-_-_-_--_--i
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EAST. DRA114 F[LD I
--(Ij
.- -_—-
-.— — — — —__--
L EXISTING WATER LINE—
— — — —
— — — — — — —
95.76
EASING
WATER 1E7FA
AND SUPPLY UK
N.E. 92 STREET
SITE PLAN scAl 1/a _T'0
SGALE:1/8'-T'-O'
i
1
1
1 I
1
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STING 4FT CHAIN LINK FENCE
s
EXISTING 4 FT HIGH CBS FENCE h;AL • •
SINGLE GATE WATH SELF CLOSING AND •
SELF LATCHING DEVICE. VIAOCK DEVICE O
54- FROM GRADE LEVEL (TO BE USED AS I
PART OF POOL BARRIER) • • •
. • .
EXISTING U.G ELFCT6GL SERVOS
DRAW BY
VNIA
305.741.3442
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SHEET NO:
1 OF: 3
DIGITAL SALT SYSTEM POOL
AIR RELIEF,'
iI
CARTIB
POOL FILTER WITH 1BODBE
SOFT. OF SURFACE AREA010
NOTE: BALL VALVES
MAY RE SURSTTUTED
POOL
FOR MIILTIPORT VALVES .�, RECIRCULATION PUMP
��
,IT^ 1.5 HP WITH 70 GPM AT 60' TON
VARIABLE SPEED OR TWO SPEED
SELF PRIMING
ISOMETRIC SWMOUT 2D' MAX BELOW WATER 1.11.E
POOL
SURFACE AREA SOFT. 525
VOLUME GALLONS 11 200
TURNOVER HOURS 3,14
PERIMETER FEE 100
DECK AREA(SOFT) 1 730
PLUMBING NOTES:
1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40. PVC-PW,
NON-THREAOEO. NSF APPROVED SUPPORTED CONTINUOUSLY ON
GROUND
OR ON MAXIMUM 4'-0' CENTERS GRWITH CLEVIS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING
1-1/2' DIAMETER UNLESS OTHERWISE NOTED,
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAIN GRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WTH TAMPERPROOF SCREWS.
5. POOL WIN SHALL HAVE SPRING LOADED CAP ACCORDANCE
WTH THE FLORIDA BULGING CODE.
6. ALL PIPING SHALL BE INSTALLED N ACCORDANCE WTH THE FLORIDA
BUILDING CODE -PLUMBING SECTION 309 AS IT PERTAINS TO BUOYANCY.
7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS
THAN 8 FEET PER SECOND.
8. THE WATER VELOCITY THROUGH ALL PRESSURE PIPING SHALL BE LESS
THAN 10 FEET PER SECOND,
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET
RADIATION AND NORMAL OPERATING TEMPERATURES.
SAYE SIZE
AS PUMP
sxnoN
Y HYOROSunc IiE1F5
` TUK . ONLY ONE REQUIRED
MAINDRAIN DETAIL
W_
POOL CAA
POOL OR SPA
AODUSTABE LO
WATER LEVELCONCIFRETE
CERAMIC
1ET
(—Z'
THROAT.75
SMIN.)
POOL WUCTION
LIME
PLUG
SKIMMER
DETAIL
NO SCALE
} IMPERVIOUS, SLIP
Ji ti RESISTANT PAVER DECK
ON WELL COMPACTED SAND
!
COPED i/8'X FT SLOPE �J
4Y-Y 1 AWAY FRq/ POOL
IF
,I�
IlLT 20W 12V LED20W 12V LED INLET
NICHELESS LIINSHELESS LIGHT
-•
- — - — - — - — - — - — - — - — - — - — -
OPTIONAL PROVIDE
-
!
---
CONTRASTING TILE OR BULLNOSE
_
MAINDRAIN TILE ON STEPS k BENCH EDGE
'',''.1•
Y
S'-0' DEEP
1'
NOTE: CONTRACTOR SMALL VERIFY ALL SETBACKS FROM
PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION.
SHOULD ANY SETBACKS BE LESS THAN THE
MINIMUM
REQUIREMENTS.
EITHER BY OWNER OR BU JXNG OFFICIAL. THE
ENGINEER SHALL BE NOTIFIED.
INLET
20W 12V LED 1 V D
NICHELESS UHT_RING
I
SKIMMER
25 0
♦ I
8
POOL PLAN
SCALE:1/4'- 1'-0'
LR
DRA W BY
305.741.3442
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-REFER TO ISOMETRIC • • • • • •
J • • • •
•
�� • •
FOR PIPE SIZE
• •
• • • •
• • • • •
•
NOTE: THE %PING SHONN IS A CR
REPRESENTATION OF %PE ROUTE, AL • • •
•
ROUTING OF %PING AROUND POOL D TO•
POOL EQUIPMENT YAY DIFFER THIS
PLANWT
• • . • • •
\
-WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED N ELIMINATING UPLIFT PRESSURES
SHEET NO:
2 OF: 3