FW-19-35 (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
1080 NE 104TH ST, Miami Shores, FL 33138
Cnntncts
Permit NO.: FW-01-19-36
Permit Type: Fence/Wall
Work Classification: Ornamental/Metal
Permit status: Approved
Issue Date:01/23/2019 1 Expiration: 07/08/2019
Parcel Number
1122320290200
GREGORY GREER Owner
1080 NE 104 ST, MIAMI SHORES, FL 331382656
CAIBAI CONSTRUCTION LLC Contractor
JOSE LOSA
Business: 7862292770
Other:7864704207
Inspection Requests:
Description: 75' of 5 ' high aluminum railing with one 10' Valuation: $ 1,800.00 Inspec ion Re
49
double gate TO REPLACE PERMIT#FW 17-2292
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
Wire and Wood Fence Fee
$50.00
Total:
$100.00
Payments
Date Paid Amt Paid
Total Fees
$100.00
Check # 6701
01/23/2019 $50.00
Credit Card
01/07/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In conside ation of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. I accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits a required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
^^ ^^'' ^^n°^g. Fthermore, Iauthorize the above named contractor to do the work stated.
dr
-
Authorized S nature: Owner / Ap icant / Contractor / Agent Date
January 23, 2019 Page 2 of 2
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
Miami Shores Village RECEIVED
Building Department JA 07 2019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 Y'
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
Master Permit No. - _G
Sub Permit No. 1 W a I i` 3
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: /O06D X f 7
ID�%�T 4S7'
Folio/Parcel#: / /-010f-4,,6'7 (t;AU(1 Is the Building Historically Designated: Yes NO _
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Phone#:
Address: (49J 41t-- It I r ' U /
City: n4 tip}-M I S`!- r)17.ES State: /nt::: Zip: 33 I e
Tenant/Lessee Name: Phone#:
Email: /� /�/f ` 1�^✓� [' �� ]ry�'�
CONTRACTOR: Company Name: 0,41 FF (��7�c� �l/�� / Phone#: ,5c?c P/ u o-;L
Address: U U 1K/ cSf�(% r� 7' "� 7 ?"fl _
City: ! r t ITIM State: Zip: 33
Qualifier Name: 91E LM Phone#: U 6,_P- v
State Certification or Registration #:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: A City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: 7�
Type of Work: ❑ Addition ❑ Alteration ❑ _New ❑ Repair/Replace ❑ Demolition
Description of Work:
Submittal Fee $ J U'' u�` '" 1,P&mit Fee $
Scanning Fee $
Radon Fee $
CCF $ CO/CC $
DBPR $
Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $ _ 7�
TOTAL FEE NOW DUE $ �y
(Revised02/24/2014)
r '
f
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
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.
"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 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. %l
04
Signature V 1A JXkt4—ZVPU- Sign
WOR or AGENT
The foregoing instrument was acknowledged before me this The foregoVg instru ent was acknowledged before me this
day of 120 by day of �tlw -J 20 , by
C!5)f7,F1 cQ
�� ho is personally knno�w-nn to DOS whoispersonally known to
me or who has produced � I(�o ' Z—C& Gas me or who has produced � 7'o���(s7 a �� as
identification and who did take an oath. fl identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
NOTARY PUBLIC:
Print:
Seal: ST T OF FLORIDA Seal: s NOTAR�PUSLIC
CoMO 90026296 '`'� -ESTATE OF FLORIDA
�xplr6i 8/�1/�A�Q Con m# GG026296
APPROVED BY v l / Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
P p O� Z>V 1 U N^ L V V K v L 1 U K S, ' A 1(� G. FILE 0 1108
f1 V v � V V REF:061-1080
7744 TAFT ST., PEMBROKE PINES, FL. 33024 PHONE (954) 2 41 - 3 0 0 0 LICENSED BUSINESS # 7326 FOR: GREER
ADDRESS: 1080 NE 104TH STREET, MIAMI. FLORIDA 33138 DATE 09/26/2006
LEGAL DESCRIPTION:
BOUNDARY SURVEY
LOT 6, BLOCK 2, OF-EVENSIOE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, PAGE 53, OF THE PUBLIC RECORDS OF MIAMI-DADE
COUNTY, FLORIOA
FLOOD ZONE: AE 8.V - COMMUNITY NUMBER 120652 - FIRM INDEX NUMBER 12025CO093J 4
CERTIFIED TO:
• GREGORY T. GREER AND JANAINA D. GREET, HUSBAND AND WIFE
• ROTHMAN & TOBIN, PJL
ATTORNEYS TITLE INSURANCE FUND, INC.
• HSBC MORTGAGE CORPORATION (USA). ITS SUCCESSORS AND/OR ASSIGNS, ' P. 436.69 (R)(M)
AS THEIR INTERESTS MAY APPEAR _
LEGEND & ABBREVIATIONS:
,,�
A/C.. -._-_.AIR CONDITIONER �,� � FN&D'
BM_...._.._.BENCHMARK j tJ
(C)..-.-..-CALCULATED
C.G......
..._..CONCRETE GUTTER OR VALLEYED GUTTER FEB 201
C & G_..._..CURB & GUTTER -
CH..............CHORD
C.M.E ........CANAL MAINTENANCE EASEMENT
CNA . ........... CORNER NOT ACCESSIBLE �' __- Fences Good Side Out. The vertic
CONCRETE g members -' — fl
D................ DELTA (CENTRAL ANGLE) sUPPOrtin alan{f-heri2iTta
0 E.............DRAINAGE EASEMENT L
rior of the Plot on whichtthe fence unce list loe the
EDP ........... EDGE OF PAVEMENT the finished side shall face the adjoining
-
FC...............FENCE CORNER
OUND DRILL
FE........... FFENCE ENDS HOLE r any abutting right of -way. Iolning
F.F..............FlNISHED FLOOR
FIP/FIR......FOUND IRON PIPE/ROD
FN........... ...
FOUND NAIL
FN&D..........FOUND NAIL AND DISC'
F.Pk.N... ......FOUND PARKER KALON NAIL
LD...............SURVEYOR'S IDENTIFICATION 1 `
L.............. ..LENGTH
L.A.E........... LIMITED ACCESS EASEMENT
LM.E.......... LAKE MAINTENANCE EASEMENT
(M)..............MEASURE n F
O/5..............OFFSET �. •`' V V I —339
P.0..............POIIdT OF CURVATURE
P.C.0 .POINT OF COMPOUND CURVATURE
P.O.E......_..POINT OF BEGINNING P
P.O.0.......... POINT OF COMMENCEMENT �� " 1
P.RC..........POINTOFREVERSECURVATURE Miami Shires Villa e
P.R M.........PERMANENT REFERENCE MONUMENT
P.T..............POINT OF TANGENCY DATE
RADIUS
',R
(R).... ....... RECORD
RNV.._.___-RIGHT-OF-WAY
RE.E...._..ROOFENCROACHMENT EASEMENT ZONING DEPT
SIR....... „...SEET U2- RON ROD
SND._...._..SET NAIL AND DISC
(TYP.)....._...TYPICAL BLDG DEi'T
U.E.-.__...LMUTY EASEMENT
w.E.._..._...WATERS EDGE SUBJECT 1'0 CCm"14CE WITH ALL FEDERAL
OVERHEAD CABLES(OH)
M —. —
POL �owDE FENCE (PvcF) STATE ANO CCUK y Mlls�MID REGULATIONS
WIRE OR CHAIN LINK FENCE (CLF)
z—z—
WOOD FENCE (WF)
(MD�ONOR CONCRETE BLOCK WALL CONCRETE 7s"I
(��
( j��f�t
.... r. �.a.a.Y
-_: OVERHANG(O/H) OR ROOF
Q /_f 'P' I
COMMUNICATIONS BOX q CENTER LINE
® CATCH BASIN (CB) It PROPERTY LINE
0 SEWER MANHOLE WATER VALVE RISER/ /
SEWER CLEANOUT
UTILITY PD;_E (LIP)
CABLE BOX (CA.TV.)
LIGHT POLE (LP) _
WATER METER (WM)
ELECTRIC METER (EM)
ELECTRIC BOX (FPL)
UTILITY ANCHOR.-_
_
%X FIRE HTION YDRANT (FH)
_HANDICAP PARKING (HCP)
PLANTER OR PLANTED
�
pT ELEVA
-
NOT A VALID SURVEY WITHOUT THE SIGNATURE AND ORIGINAL
NOTE:
RAISD SEAL OF A FLOWDA LICENSED SURVEYOR 3 MAPPER
THIS IS A COPYI + DC CUME T COWAM40 PRDPRErARY INF is NOT WARRANTED
D
-
BY PROFESSIONAL SURVEYORS. NC. OR THE SIDING SURVEYOR WHEN COPED BY OTHERS.
_
- --_ - _
UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING NOTES APPLY:
-
• RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT AND POINTS ARE WITHIN 0.10' POSITDNAL TOLERANCE.
-
• THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER QED ENCUMBRANCES NOT
- - -
SHOWN ON THE PLAT AND THE SAME F ANY MAY NOT BE SHOWN ON THIS SIETCK
• UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER BLPROVOdENTS WERE NOT LOCATED.
• ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.
• FENCE TIES ARE TO THE CENTERLINE OF THE FENCE
LOUIE P. JOHNSTON
• WALL TIES ARE TO THE FACE OF THE WAIL.
' BASIS OF BEARINGS, F ANY, ARE ASSUMED PER PLAT AND/OR LEGAL DESORPTION.
PROFE$$101'W. SURVEYOF,- YAREit
Na 2173
'? THE SURVEY HAS BEEN PREPARED FOR THE EXCI I IVE PURPOSE FOR USE AS AN AD IN OSTAaNPNG TITLE INSURANCE
STATE OF FLORA
ON THE HEREON OESCREED PROPERTY. NO ADDITIONAL WARRANTIES ARE HEREBY EXTENOEU.----�
_
K V
Q"
90•
FIR
1 /2"
IN 32-52-42
15' PARKWAY
75.00
90*
10.01'
14.82'
-
19.85'
Q�
ONE STORY
N. 1080
N
Cn
0
16.25' 9.95'
21.70' 01
LOT 6,
BLOCK 2
75.00'
FC
ONLINE'
0.92'W '
oh
____ _--------------�
FIP 1 /2"
DECORA77VE ....
-STONE WALLX_X•
_ •
•••• •••• •••••
I • •
I � �
I
I FC
I 28.20'N
oNuNE
1 �
I � �
F �
ONLINE
0.33E—_----- J
FIP 3/47
�A,,AM! SHORES UOLF & COUNTRY CLUB
FIB 40-PIS 9
2008 PRUrE1
Welded Aluminum Rail
2.625"
075" 1.50"
Dixie Cap Detail
2.830"
.075" 1.705"
C:7— 1
Outside Sleeve Detail
125"
µ 2"
Post Detail
I
125" t 2"
P i
1" x 2" Rail Detail
075"
3" 0 Top Cap
2„
1"
.090"
Channel Detail
3/" or 1"
062" 1
;oI ' 3/" or 1„
2 ....
os0
Picket Detail
Pickets punch Top Ca
through mid rail p 48" Max. —�
3000 PSI Conc.
Structure < 4" w _ k r., }
I I I Optional Decorative_
1" x 2" x .125" < 4" Rings or scrolls
Tube Mid Rail I I
(optional)
I .. 5„
Tube Posts
Fences Good Side Out. The vertical and h� a� Rail
supporting members of a fence shall face the
interior of the plot on which the fence is located
and the finished side shall face the adjoining
lot or any abutting right-of-way.
------------
4000 PSI Conc.
(minimum 5" thickness)
weld clip angle to bottom rail,
attach bottom rail to post using
(2) #12 SMS screws
Bottom Rail Attachment
2" x 2" x .125"
Tube Post
Oil 1'/<" x `/ ' x .125"
aluminum angle
Notes:
1. Design: 2014 FBC, & ASCE 7-10, wind speed 175 MPH, exposure D & all sections of the code related to elevated balconies & structural rail.
2. All components are fillet welded 1/8" all around using 5356 filler wire. Use certified welder. UON
3. Rail panel shall be powder coated or factory finished for corrosion resistance. No aluminum shall be in direct contact with concrete.
4. All concrete shall be uncracked with a minimun strength of 4000 psi and shall be a minimum of 1 % greater thickness than depth of embedment.
5. Electrical grounding, if req'd, shall be designed and installed by others.
6. Core drilling must be a minimum of 3%2" from any concrete edge (to edge of core bolo)
7. Materials: 6061-T6 or 6005-T5 alumiinum, structural quality molded polymers or zinc coated cast fittings.
8. Contractor shall insulate all components from direct contact with concretes.::
9. No inspection was made at this jobsite and the design depicted.: heieiri based upon data supplied by the contractor. This engineer is not to be held
liable or in any way responsible for the use of any inaccurate: information. The contractor shall field verify all measurements and information used in this
design before any changes are made to field conditions,- �6"Ad'the fabrication and the installation of the materials.
10. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the
opportunity to make any necessary adjustments to the design prior to construction.
11. No changes to this drawing are allowed without written authorization from the engineer.
12. Copies of this drawing without an original signature and seal of the engineer are invalid.
13. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, quality of workmanship, etc.
3/" x .062" or 1 " x
.060" Tube Pickets
11 11 11
2" x 1 " Bottom
Channel I
Cast Aluminum
2"
Shoe
— 3"0 x 3%" Core
(Fill with Sikadure 32 hi mod
epoxy with sand aggregate)
(see detail below)
Bottom Rail
5" x 5" x'/,"
MOUNTING —�
SHOE
(4) V wedge
anchors @ 21,
embed
f \
0 (3
(2)'/." x I%" Tapcons (2) #12 x'/." SMS
42"
4000 PSI Conc.
Structure
M m
W
Wall Castings
(Attach to walls w/(2) %" x 13/4"
embed Tapcon screws, insure 3"
edge distance, & 2" spacing)
•,,,
Alternate Att.10'u lent • • • • •
Post (2" x 2" x 0166 angle fVaci; to walls
w/(2)'/.:x,IV; embed 1a0VrScrewsJ �.
#14 x'/+" SMS 2 sides of
casting
set into''/<" epoxy bed
Min. 6" 4000
~ psi Conc.
[-- 4„
Cast Aluminum Shoe Detail
(4)'/," x 13/," embed tapcons, Min. 3" edge distance.
Top cap inside
outer sleeve
OL ier sleeve Past *'—weld
Top cap splice* i
Post/picket attachment
'Top cap is spliced every 48', weld
outer sleeve to the post allowing 3/16"
space between caps.
•,••
2" x 1-x t425"
Tulye Pest
Bottom C,hVMIN
2"xill x3129":
1An.
3'min- 4
I,t'r -Irl
3W
Core Mounting Detail
1�J%J11111111,1
f
>> � F, i=L rit,ri
' No 25221 '
STATE OF
"0N Al.lt:%%k%�
fitlllttt
FLAHWIRTY
ASS C TES
axyc.
William F. Flaherty, P.E. 25221
1351 SE 4th Avenue
Pompano Beach, Florida 33060
Certificate of Authorization #26223
954-562-9300
a InIr