FW-12-809Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 173194
Permit Number: FW -5 -12 -809
Scheduled Inspection Date: September 06, 2012
Inspector: Bruhn, Norman
Owner: BYNDLOSS, KEVIN & SARAH
Job Address: 87 NE 92 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: GOLD COAST INDUSTRIES
Permit Type: Fence/WaII
Inspection Type:
Work Classification: Iron/Ornamental
Phone Number
h),, lig---
Parcel Number 1132060130290
Phone: (786)301 -1057
Building Department Comments
INSTALL 116LF OF ALUMINUM FENCE 5' HIGH AND 4
SWING GATES
Passed
Failed
Inspector Comments
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
September 05, 2012
For Inspections please call: (305)762 -4949
Page 8 of 26
•a
Jill lL Ples5civ
S to Z-
BUIL ING
PERMIT APPLICATION
FBC 20
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER (305) 762.4949
mzEcmgwm5-011
la MAY 072012 U
Yeoovemmevo...........
Permit No. r 6
Master Permit No.
Permit Type: BUILDING ���� ROOFING
OWNER: Name (Fee Simple Titleholder): �.EV i P ,I %f AIb Sc j Phone#:
Address: p��
City: ! i h`R: sv-tcvaI State: ' L Zip: 3 -313S
Tenant/Lessee Name: Phone#:
Email:
"?`1 c sr-
JOB ADDRESS: SI /OE 9 a s -i.
City: Miami Shores County: Miami Dade
Folio/Parcel #: 1 7 520k t9/3 0290
Is the Building Historically Designated: Yes NO Flood Zone:
Zip: 3-), 3
CONTRACTOR: Company Name: CSO1t CI 0 ts.st +YI Phone#: ig& 301 I 0
Address:
City:
Qualifier Name:
1.00 97 4.4J so sr
v n e'r`s State: d` Zip: 3335 J
1'`\ Amy C 01114 ( Phone#:
State Certification or Registration #: C.6 S to Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ i, 000 Square/Linear Footage of Work:
Type of Work: OAddition DAlteration ONew ORepair/Replace
Description of Work: S 4__ l 1 t {.e L-F (j pAimtrt ,n U n i n W C2,1
Ana % SL,,Zrts . '1ts`�1.
DDemolition
* * ***** * * ** **** * * *** * ***** **** **s*** **F s *****ese **s**** * * **** *:rte *x *e ********** * * ***
Submittal Fee $ Permit Fee $ / CCF $
Scanning Fee $ Radon Fee $ DBPR $
Notary $ Training%Education Fee $ Technology Fee $
Double Fee $ Structural Review $
COICC$
Bond $
TOTAL FEE NOW DUE $ gt0.2)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Tip
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 FJ PCTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 properly 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 1
day of , 201Z by let byvi 6Loss
Oho is personally known to mkor who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
My Commission Exp.'
** * * * ** ***:were* * ***
APPROVED BY
Signature
Contractor
The foregoing instrument was acknowledged before me this 1
u AI
day of 20 , by 11 Kb{ C o C.:
w o is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC.
inamosisr
MY COMMISSION # EE114152
EXPIRES July 20, 2015
'asw n,rsa stem
CINTHYA COPLIN
MY COMMISSION # EE114152
EXPIRES July 20, 2015
J`lie./ f —. j Plans Examiner
Structural Review
(Revised 07 /10/07)(Revised O6/10/2009)(Revised 3/15/09)
Clerk
1
1
Planning and Zoning Criteria
Miami Shores Village
10050 ME. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Folio Number:1132060130290
Owner's Name: KEVIN & SARAH BYNDLOSS
Job Address: 87 92 Street
Miami Shores, FL 33138-
Owner's Phone:
Total Square Feet:
Total Job Valuation:
0
$ 7,000.00
Contractor(s)
GOLD COAST INDUSTRIES
Phone
(786)301 -1057
Primary Contractor
Yes
Planning and Zoning Criteria and Comments
Approved: No
Comments: FENCE CAN NOT BE LOCATED IN FRONT OF THE HOUSE
Date Denied: 5/8/2012
Permit No: 12 -809
Job Name:
May 9, 2012
Miami Shores Village
Building Department
Building Critique Sheet
1) Fence may not be located in front yard.
2) Provide zoning approval.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
Miami Shores
Viiiage
Building Department
RECEIPT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
PERMIT #: f tv 5 as UJ 4j DATE: 5 — ate— t
6 -2 ( Co
ontractor
o Owner
o Architect
Picked up 2 sets of plans and (other) Imo cLrd2 Cc.
Address: �? 64a
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL: I�
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
W.U.P.
60.00' TOTAL R/W
O.U.L.
W.U.P.
C1
R= 25.00'
L= 39.33'
T= 25.06'
A =90 °08'43"
CH= 35.40'
CHB =N44 °5538 "E
f LC)
s%
LOT -21
BLOCK - 2
aft;
I ifillEZEraili
5' WIRE
FENCE
V
00
Co
a Q°
CBS BLOCK
ELECTRIC METER
SUPPORT
4.75')(0.75'
3.5X7' CONC.
6.74'
COLUMN
1.4X1.0'
G_ _ O.
•411 �):St:4 •44•�
4i`M�McCOM.. Jf
BS UT /CITY
L., SHED 'kV
5.65 X3';54:
Q
1.50' // 13.05'
,lt"..,//CHIMNEY
155',TWO STORY 4
RESIDENCE /(';
00'/A1713 75'
1.5' DIAMETER
UNDERGROUND
PROPANE TANK
FND. DRILL
HOLE
:5' CONC. WALK
•,: { L-S90 °00'00 "W !•106.60'(M) 106 65'(R) _ a
CERTIFIED TO:
KEVIN BYNDLOSS AND SARAH G. BYNDLOSS.
Miami Shores Village
APPROVED
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
RECERTIFIED, CERTIFIED TO AND NAME REVISED: 12 -15 -2008
RECERTIFIED, CERTIFIED TO AND NAME REVISED AND ELEVATIONS ADDED: 04-09 -2009
RECERTIFIED, (FIELD WORK COMPLETED), CERTIFIED TO & FLOOD INFORMATION REVISED, ELEVATIONS DELETED: 04-16 -2012
LOCATION SKETCH
NOT TO SCALE
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, J "AN AMENDED PLAT OF MIAMI SHORES SECTION NO.
Pl4T THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE
• DS OF MIAMI -DADE COUNTY; FLORIDA.
STREET
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SU ' YOR'S-NOT
1) Ni T(VA' UN SIIGN EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL.
2) L G.1L C I O PRO a: Y OTHERS.
3) P' O €€R � IN HEREO RE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED
ENCUMBRANCES OT OWN O E PROPERTY PLAT OF RECORD.
4) MEASUREMENTS TWOOD F CES ARE TO OUTSIDE OF WOOD.
5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT
LOCATED.
6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929.
7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED.
8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE.
9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL
10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY LINES MAYBE
EXAGGERATED FOR CLARITY.
11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD INFORMATION RATE MAPS
12) BEARINGS IF ANY SHOWN ARE BASED ON PLAT MERIDIAN AT. NORTH R/W LINE NE 92nd STREET =
N90°00'00 "E
LEGEND
POB:
POC:
(R)
D.U.E.:
U.E:
PRM:
PCP:
FND:
CL.
INDICATES CONCRETE
INDICATES OVERHEAD LINES
INDICATES WIRE FENCE
INDICATES WOOD FENCE
INDICATES PROPERTY CORNER
INDICATES POINT OF BEGINNING
INDICATES POINT OF COMMENCEMENT
INDICATES PROPERTY LINE
INDICATES RECORD MEASUREMENT
INDICATES DRAINAGE& UTILITY EASEMENT
INDICATES UTILITY EASEMENT
INDICATES PERMANENT REFERENCE MONUMENT
INDICATES PERMANENT CONTROL POINT
INDICATES FOUND
INDICATES CLEAR
L.M. INDICATES LAKE MAINTENANCE
CL: INDICATES CLEAR
ENCR: INDICATES ENCROACHMENT
FIP INDICATES FOUND IRON PIPE
FRB: INDICATES FOUND REBAR
SRB: INDICATES SET 12 m DIAMETER REBAR
TYP.: INDICATES TYPICAL
RAN: INDICATES RIGHT -OF -WAY
ORB: INDICATES OFFICIAL RECORD BOOK
INDICATES MORE OR LESS
F.F. ELEV.: INDICATES FINISHED FLOOR ELEVATION
N.T.S.: INDICATES NOT TO SCALE
N INDICATES NORTH
S INDICATES SOUTH
INDICATES CENTERLINE
(M) INDICATES FIELD MEASUREMENTS
CONC.: INDICATES CONCRETE
ON/PL: INDICATES ON PROPERTY LINE
FLOOD ZONE: x
MAP & PANEL= 12086C0302
COMMUNITY No.: 120652
SUFFIX: L
DATE OF FIRM: 9 -11 -09
BASE ELEV.= N/A
PROPERTY OF: KEVIN BYNDLOSS AND
SARAH G. ' BYNDLOSS
87 NORTHEAST 92nd STREET
MIAMI SHORES, FLORIDA 33138
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
A BOUNDARY SURVEY
WE HEREBY CERTIFY THAT THIS SURVEY CONFORMS
TO THE MINIMUM TECHNICAL STANDARDS LAND
SURVEYING IN THE STATE OF FLORIDA, AS OUTLINED
IN RULES 5J -17, (FLORIDA ADMINISTRATIVE CODE), AS
ADOPTED BY THE DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES, BOARD OF
PROFESSIONAL SURVEYORS AND MAPPERS IN
SEPTEMBER, 1981, AS AMENDED, PURSUANT TO
CHAPTER 472.027 OF THE FLORIDA STATUTES, AND IS
TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.
FRANCISCO F. FAJARDO #4767
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
REG. NO. 4767.
PROFESSIONAL SURVEYING AND MAPPING
LANNES & GARCIA, INC.
LB # 2098
FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER)
385 ALHAMBRA CIRCLE - SUITE C,
CORAL GABLES, FLORIDA 33134
PH (305) 666 -7909 FAX (305) 559 -3002
222778
FIELD DATE 10 -02 -20081 SCALE: 1" = 30' I DRAWN BY: M. PIO I DWG. No.: 213310
Fencing Notes:
1. All fencing designs have been designed with a minimum of a top horizontal rail and a bottom horizontal rail. Additional intermediate rails may be added without
affectin tire a gineering design Batton is typically located 2" above grade but may also be located up to a maximum of 6" above grade. All picket thru rail
conditions e ful nically fastened to top rail or bottom rails.
2. Fencing
as mea
(HR)
centerline. (PI )
(LP)
Two Rail Style
ight from grade
fence cent
72° max center to center
Three Rail Style
with bottom thru picket
iii
\ / \ / \/\ \X
//� ..\ ,
\ \ \ j \``/\ \/
Drawing # Fencing Installation Details
6
Scale: 3/8" =1'-0"
(Typical)
Gate Notes:
1. All hardware used for pool fencing enclosures shall be automatically,
self - closing and self - latching. Magna Latch and Lokk bolt shall be used in a
pool fencing application with latch location 54" aff minimum PC)
(HR
(PC
PI
HI
Leaf Varies
(6' -0" Maximum Width)
4" (Typical)
E
2
N
KB)
LA)
GP)
E
E
T
0
0
0
/\ jyj\`� jays / \ //.. / ; / /</,,('/ \• ' n \j • /\ / /\//
° Gate Details
Scale: 3/8" = 1'-0"
All Fencing & Repair
10052 NW 50th Street
Sunrise, Florida 33351
(HI)
Hinge Detail
(LA)
Latch Detail
(DR)
Drop Rod Detail
Adjustable
self - closing hinge
with (4) #12 Tek
screws per
manufacturer
requirements
Automatic latch
with #12 x 3/4"
Tek screws
per manufacturer
requirements
3/8 "0 center drop
rod & guide
with (4) #12 x 3/8"
Tek screws
Magna
Latch
0
0_
Drawing # Hardware Details
(Typical) Scale: 1" =1' -0"
(Typical)
General Notes (Design):
1. This design is for at grade railing installations ONLY!! Installations above
grade shall be designed for specific conditions for the location.
2. Design complies with the requirements of the Florida Building Code 2010
Sec. 1615.2 & ASCE 7 -10, 175 MPH (Category II, 3 second gust),
Exposure C.
3. Installation may be either mechanically (screw) connected or fully welded.
4. Gate leaf (single or double) widths can be installed up to the allowable size
as shown in Detail 5 / AL1.0. Should a double leaf gate be installed then
the Latch and Drop Bolt shall be installed (per the local requirements).
5. All openings shall be less than 3- 11/16" and shall be able to reject a 4"
sphere.
6. No changes are allowed without written authorization from the Architect or
Engineer.
7. All exposed visible ends shall be provided with caps or covers.
Connection Notes (Installation):
1. POST CONNECTIONS:
POST @ GRADE: Anchored in 10" x 24" (2,500 psi) concrete.
POST @ CONCRETE DECK: Pre - Manufactured Aluminum Post Shoe
Anchored with (2) 1/4 "0 x 3 -1/2" tapcons (min. 3" embed).
2. WALL CLIP CONNECTION: (Pre- Manufactured or 2 "x2 "x1/8" aluminum
bent plate) Aluminum to concrete connections shall be 1/4 "0 x 2 1/4"
(min. 1 3/4" embed). Aluminum to aluminum connections shall be
tapcons ( 3/ )
made using (1) #8 x 1" Tek screw per receiver.
3. RAIL / POST CONNECTION: (1) # 8 x 1" Tek screw.
4. RAIL / PICKET CONNECTION: (1) # 8 x 1" Tek screw.
Drawing Fencing Design Information
2
0
U
Scale: Not to Scale
LLDrawing Details.
Scale: Not to Scale
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AL1.0
ID
DESCRIPTION
SIZE
THICKNESS
REMARKS
( CF)
Concrete Footing
10 °0 x 24°
NIA
2,500 psi (Minimum)
( CP)
Concrete Post Mount
Fit to Post
NIA
Alternate installation to Concrete Deck
(D1 )
Drop Rod
3I8 "0 x 24"
NIA
Standard Drop Bolt
(GF)
Gate Frame
2 -112° x 2 -112°
0.100"
All corners fully welded
( HI )
Hinge
NIA
NIA
Standard 4° Hinges
( HR)
Horizontal Rail
1 -518" x 1 -518°°
0.062°
-
( KB)
Knox Box
TBD
NIA
Coordinate with Local Fire Department
( LA)
Latch
WA
N/A
Standard Self- Locking Latch
( Lp)
Line Post
2 -112" x 2 -112°
0.080°
-
(GP)
Gate Post
2 -112" x 2 -112°
0.100°
-
(PC)
Post Cap
2 -112" x 2 -1/2"
NIA
-
( PI)
Picket
1 °x1°
0.062°
-
(WC)
WaII Clip
1 -318" x 1 -1/4°
WA
-
General Notes (Materials):
1. All aluminum extrusions shall be made of alloy 6005 - T -5 Alloy (35,000 psi yield) unless
noted otherwise.
2. All hardware used for pool fencing enclosures shall be automatically, self - closing and
self - latching. Magna Latch and Lokk bolt shall be used In a pool fencing application.
See Component Items / Manufacturers List
Item: D &D Technologies Part #
Hinges: True Close TCA1 WTL2 -Mk2
Latches: Lokk Latch MGHDD1019
Magna Latch MLTPS2BGA
Drop Rods: 24" Metal Drop Bolt NW38305N -24SSW
24" Lokk Bolt MGHDR1061 WT
LLDrawing Details.
Scale: Not to Scale
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