FW-15-112C.- ".LDI
Milia m". Shore -s Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FX—IBUILDING 0 ELECTRIC -j ROOFING
JAN 20 2015
FEC 2010
Master Permit N
Sub Permit No.��Jl�
REVISION 17 EXTENSION RENEWAL
F—IPLUMBING 7 MECHANICAL C PUBLIC WORKS ;J CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 10433 N.E. 6 Ave.
City: Miami Shores County iviiami Dade zio: 33138
Folio/Parcel#: 11-2231-012-0180 is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Kiluan, Inc. Phone#:
Address: 10433 N.E. 6 Ave.
city: Miami Shores State: Florida zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Joseph S Robbin Inc Phone#: (954) 663-6743
Address: 9400 S. Meadows Circle
City: Miramar State: Florida zip: 33025
Qualifier Name: Joseph S. Robbio Phone#: (954) 663-6743
Stage Certification or Registration II: CBC 059462 certificate of Competent, #:
DESIGNER: Architect/Engineer : Phone#:
Address:
State:
Zip:
Value of Work for this Permit: $
6,000.00
Square/Linear Footage of Work: 175
OF
Type of Work: ❑ Addition
[2 Alteration
14evr Q Repair/Repiace
❑ Demolition
Description of Work: Instail 48" high White _ Fei
SpedPl colon of caiar thn? t'lle.
Submittal Fee $ Permit Fee $
CCF $,
Scanning Fee $ Radon Fee $ __,_ __ _.__. DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $ —
I P.gvis2D03i�4 J2o1-1
CO/cc
Notary
Double Fee $
Bond $ pp
TOTAL FEE NOW DUE $ U
Bonding Company's Name (If applicable)
Bonding Company's Address
a
State Zip
Mortgage Lender's Name (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, HEATERS, 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.
"rWARNING 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 COMMENCEMENTeD➢
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law 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 issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of JCI nIJGY e -�_ 20 15 by
CL)e-Z who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: 3ez�-
Print: LU(,I CJ C 16(le1
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
rr -7 day of J0r)uaYLJ . 20 15 by
�103a4n --P'000'i CD who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: LOCI CA Ina s,
Seal: r�"►•��``,� Seal: �;y LUCIA G ISASI
t I LUCIA G ISASI
`ice MY
COMMISSION #FF182628 ey MY COMMISSION #FF182828
?:
EXPIRES December 10, 2018 S
� EXPIRES December 10, 2018
APPROVED BY Z.j 1 Plans Examiner to
(Re„1sed02/24/2014)
Zoning
Structural Review Clerk
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M: FENCEHEIGHT N MOLLS M: PENCE HEIGHT IN RNCHM
I7 POOL AREAS 48• MBIMUM MSGHT SEE GENERAL NOTE 7
I") USE SOLID POST (1) OR POST + RSNP (2R) FOR 72•
HEIGHT F&NCE
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GENERAL NOTES:
I - THIS PRODUCT HAS BEEN DESIGNED AND SMALL BE FABRICATED AND INSTALLED IN ACCORDANCE WTTH THE WaAREMW5 OP
THE 201 O FLORIDA BUILDING CODE.
2 DESIGNED IS BAS® ON WIND LOADS PER ASCE 7-10 USING THE FOLLOWING DATA:
CATEGORY L V- I 15 MPH (FEC 161 5.2. I), EXPOSURE C, GROUND FLOOR
S. THIS MICE DESIGN TO BE USED AT GROUND SURFACE ONLY. THE USE 19 TO BE LIMITED TO DECORATIVE MUtIER PURPOSES
(My. TMS
FENCY IS NOT INTENDED TO MEET SAFETY GUARD REOUIR SCNTB. R SHALL NOT BE USED ON ELEVATED AREAS AS
GUARD RAIRG.
4- ALL EXTRUDED MEMBERS SMALL BE MADE
OP ALUMINUM AUOY TYPE GDG9-TG
S- CONOLETC SLABS WITH A MINIMUM CONW55M STRENGTH OP Wee PSI
G- SURROUNDING SOIL TO Be COMPACTED TO 9890 OPTIMUM DENSITY, 2000 PSP MINIMUM
7- INSTALLATION TO ENCLC5E A SWIMM@� POOL AREA MUST MEET THE RECLUM NTS OF THE FLMDA BUILDING CODE 2010
SECTION 424.2.17
7.1- TOP OF THE BARRIER SHALL MAT LEAST 48' ABWE GRADE MEASURED ON THE SIDE OP THE BARRIER WINCH PACES
AWAY FROM THE POOL
7.BARRIER
2 OPENINGS IN THE SMALL NOT ALLOWPASSAGEO• A4' OIAMEIPR SPIER
7.3- THE MAXIMUM VER IM CLEARANCE BETWEEN THE GRADE AND THE BOTTOM OF" BAW ER IS 2' OVER L405CAM
AREAS AND 4' OVER HARD SURFACM AREAS.
7.4- ACCEBB GATES SMALL BE SrUff-CUDBING AND SELF LATCHING Locr4w DEVICE LocATEO ON TILE FOOLSDG THE
DEVICE RELEASE SMALL BE Lawty No LESS THAN 94' FROM THE BOTTOM ON EITHER SIDE OP THE GATE.
6 ENGINEER IS NOT RESPONSIBLE FOR ANY MISUSE ON DESIGNING, PABRNC'ATIoN AND INSTALLATION OF THIS PRODUCT. ANY
OIIESTION.S OR CHANGES MUST BE ADDRESSED TO T199 ENG NM PRIOR ENGAGEMENT O' USE
9- ANY ('FLANGES TO THIS DRAWINGS ARE NOT ALLOWED WITHOUT WRITTEN AUTHORI7ATIoN FROM THE ENGINE!%
RAIL REIM
NECTION MOM ELEVATIONS CAN BE WITH AS MANY
COM ONS AS POSSIBLE USING TKE
TYPICAL ELEVATION OPTIONS I, 2 OR 3 COMPONENTS MERE IN SPECIFIED
MINIMUM POROSTM 75% OPEN
OPTION I
CORE DRILLED
CONCRETE SLAB
'0
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ORLON I
POST TO BE SETNBN. 9000 PSI
CONCRETE SLAB 4•' D AND ANA•
DEP CORP DRILL MOLE AND ANCHOR
WDH MIN. OUT. PSI NOI9HIUNK
CEM1iPF1T GROUT.
RTF CLOSING
TYPICAL BASE CONNECTION
OPTION 2
POST BASE ANCHOR
]/4.191 HOLT
V/ MIT
141 3/8x4
LIFTr
OPTION 2 «
POST SET ON CAST ALUMINUM POST
BASE ANCHOR VATM (4) 3U8' X4' L.E.
TAPOONS INTO 3000 PS CONCRETE
4• EDGE DISTANCE. LIMBED TO
OPTION 3
POST SET IN
ISOLATED FOOTING
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POST 9ETON 12'0X 24'OPS•3000
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=I. LATCH
POOL AREAS:
ACCE39 GATGSSHALLCESSF4MDSHG
AND SELF LATCHING LOCKING OVAa
LOCATED ON TME POO. STDG THE
DEVICE RELEASE SMALL CE LOCATED NO
LESS THAN 54• FROM THE BOTTOM 00
EITHER SIDE OF THE GATE.
J�
September 17, 2014
14-OSW
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