FW-12-493Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171357 Permit Number: FW- 3- 12-493
Scheduled Inspection Date: September 25, 2012
Inspector: Bruhn, Norman
Owner: BURNSIDE, JEFFREY
Job Address: 290 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: GRIFFITHS METAL PRODUCTS INC
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Iron/Ornamental
Phone Number (305)757 -4955
Parcel Number 1132060134150
Phone: (305)233 -6916
Building Department Comments
ALUMINUM FENCE 54 "' HIGH WITH GATES
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
September 24, 2012
For Inspections please call: (305)762 -4949
Page 4 of 30
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. (I -3 °- 613-q[
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1 11111111111 11111 11111 1111111111 11111 1111 1111
+CFN 2012R0202296
OR Bk 28042 F•9 3508.; (1Ps)
RECORDED 03/21/2012 13 :54:28
HARVEY RUVIM, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
1. Legal description of property and street/address: 2- tO 1\1e- q6 sr
WT5 1 i 2-1 73 LIB' 3 l '` NS AIMENtiq0 ALA r , rt(rA -fiur -3(-4ce- � s '. 7C too. 1-4 A-Cca2o --
t TO •i6 uqr1-- 5 gE t✓ IN'PLAT OD c. o .,/ Zf t'YI(Aml DA-re - y.0 f C2 OS
2. Description of improvement L U('t ( U Y CE AND 6,Q S
3. Owner(s) name and address: C % L KO VA C_
DA/1\1M
N1= ) / Mr.4mLS ) F1_ -3 318
Interest in property: O 1\1M
Name and address of fee simple titleholder:
4. Contractor's name and address: 6.
(04(0 ( SW 04 1 0 ,9C,r✓
5. Surety: (Payment bond required by owner
Name and address:
Amount of bond $
6. Lender's name and address:
FP(' META A200<eis
Fi, 3 ' 4-
from contractor, if anyPTATE OF FLORIDA, COUNTY
I HEREBY IMRTIFY Th tthisisatvecopy of 03
7. Persons within the state of Florida designated by Owner upon whom notic or ther documents may be se ed as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration dat
Print Owner's Name 6 f S L-, KOVJ e— Prepared by / A41-C
Sworn to and subscribed before me this 01 day of r a vey/ , 20 �l
of Commencement: (the expiration date is 1 year from the date of recording unless a
Notary Public
Print Notary's Name
My commission expires:
113_01-39 3/10 PAGE 3
--
f / 1 •s ,„ ,.N, AUNA E. FUNDOM Address:
�i /lam ' r i�.'d! -.
•_ My Cow. Expires May 4, 2013
a:r. 1 i
144 :1 j J`' Bonded Thl4tgh National tinfistjAter
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
SE/U3P111102—.1N—G "51 t Permi t t No. 2:- � INSPECTION'S PHONE NUMBER: (305) 762.4949
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): 6/se //e, ko VAC,
Address: ago Ai 98 S7ree�'
Phone #:
City: //9/ l/79/ Shores State: zip: 33138
Tenant/Lessee Name: Phone#:
Email:
JOB ADDRESS: ago l arih East 98 stree±
City: Miami Shores County: Miami Dade Zip: 33/3 a
Folio/Parcel #: //-32O o /3 - 1//$O
Is the Building Historically Designated: Yes NO Flood Zone: AO
CONTRACTOR: Company Name: r/ �- d77ZS M.etr Ptvd Phone #: 308 s 33 - Coq /�o
Address: /04(o l SW / S4- /-e&rrace
City: eatier aay State: FL Zip: 3g/S7
Qualifier Name: OS 1 lLf O RJNJ) 02.f} Phone #:.365 .97,33 -Co 9/(0
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: 305 9.33-641 ‘, ' Email Address: aroptmel fd1 / e hiethmi1.C'C 9
DESIGNER: Architect/Engineer: 'e'n 15 Sc) f !GI') O ✓ Phone #:
Value of Work for this Permit: $ q /$O. 00 Square/Linear Footage of Work: 0l00
Type of Work: ❑Addition ❑Alteration
Description of Work:
4.n� eve'
❑Repair/Replace ❑Demolition
/' /u/Winwin ,nee s9- " h�� with Ga4e
*** #** k** ****** h**************** k***d ol.Eiesgv;k; yl !p; *4!**H! gl?kGIs***,) 4,,,sk44**************
Submittal Fee $ Permit Fee $ dc) O CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
.1a0
Bonding Company's Name (if applicable)
Bonding,Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address w'
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 ELECTRICAL 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 w '- oc rs s, ':n (7) days after the building permit is issued he absence of such posted notice, the
inspection not ,.' as 'v an ection fee will be charged.
Si gnat du / Signature
g g
or Agent
The foregoing instrument was acknowledged b�f .2--9 foore me this
day of i'e� , 20 ��-by a1 l I�b vac
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
APPROVED BY
( ussy IiaeioN ieuopeN U6naiUi PePUO8 ..r ".
1S1988 co # uolsslwwoO ,,os- •�r�!�6,,
eloz 'b Atm seJldx3 •ww*O dlp i.
RPM 10 aids - ollaod AnloN ° %i) 'o?F
Contractor
The foregoing instrument was acknowledged before me this /5^11
day of e, , 20 L Z by ®€ 4 4 �� •
who is personally known to me or who has produced
#ey PC as identification and who did take an oath.
NOTARY PUBLIC:
I VHOONr H '3 VNI1V ;�;0 ,„ 1
e� 1' 11/ 5 {° Zoning
Sign:
Print:
My Commission Expire
CAMILO J. PEREZ
Commission # EE 056118
Expires May 16, 2015
e'
Bonded Thru Troy Fain Insurance 8043657019
Plans Examiner
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
STRUCTURAL CALCULATIONS
PROJECT: 290 NORTHEAST 98TH STREET
MIAMI SHORES, FL. 33138
By: Denis k. Solano. P. E.
P.E. #: 56902
S.I. #: 2046
C.O.A. 00009095
DENIS K. SOLARO, P.E. ASSUMES RESPONSIBILITY FOR BOTH MANUAL
AND COMPUTER GENERATED CALCULATIONS.
SolVer Structural Partnership, Inc.
7500 N.W. 25th Street Suite 205
MIAMI, FLORIDA 33122
(305) 592 -9396 Phone
(305) 599 -9347 Fax
www.soiversp.com
MECAWind Version 2.1.0.5 per ASCE 7 -05
Developed by MCA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com
Date : 2/25/2012
Company Name :
Address
City •
State •
File °Location: X: \SOLVER \O- SOLVERPROJECTS \2012
Detailed Wind L
Basic Wind Speed(V)
Structural Category
Natural Frequency =
Importance Factor =
Damping Ratio (beta) _
Alpha
At
Am =
Cc =
Epsilon =
Ht: Ht above Grade =
L: Width Parallel to Wind
W: Width Perpendicular to
Project No.
Designed By
Description .
Customer Name :
Prbj Location :
PROJECTS \MISCELLANEUS \Ozzie Railings \gate wind calcs.wnd
N/A
1.00
0.01
9.50
0.11
0.15
0.20
(Method 2) per ASCE 7 -05
Structure Type = Other
Exposure Category
Flexible Structure =
Kd Directional Factor = 0.85
Zg = 900.00 ft
Bt = 1.00
Bm = 0.65
1 = 500.00 ft
Zmin = 15.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6 *Ht
lzm: Cc *(33 /Zm) ^0.167
Lzm: 1 *(Zm /33) ^Epsilon
Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5
Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm))
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
0.20 ft
= 24.00 ft
= 0.85
= 15.00 ft
= 0.23
= 427.06 ft
= 0.95
= 0.90
- 0.85
Design Wind Pressure - Other Structures
Elev Kz Kzt qz W Pres Cf( 2.00) W Pres Cf( 1.20) W Pres Cf(
0.80) - - -
ft
psf psf psf psf
4.70 0.85 1.00 39.374
Note: W Pres Cf is Wind Pressure
40.16 26.77
n Cf(Force Coefficient)
Figure 6 -22: Force Coefficients for Open Signs & Lattice
Description
e- Solidity Ratio
Cf -Force Coeff.
Kz
Kzt
Qz (psf)
Elevation(ft)
Wind Pres.(psf)
Flat -Side
Force Coeff.
0.002
2.000
0.849
1.000
39.374
4.700
66. 936
D< =4.78 D >4.78
0.002
1.200
0.849
1.000
39.374
4.700
40.162
0.002
0.800
0.849
1.000
39.374
4.700
26.775
ir
SofVer Structural Partnership, Inc.
Consulting Structural Engineers
Design • Inspections • Investigation • Reports
Partnership, in
Project
Sheet # :
Date _
Rev:
-Me‘ity1 VA'CLA. WIetM,o X Wit It n
cba
(t.Se.. 104.41
61A)
q, 6:4 Of.
111„ 11/15
X3.4 tt-
®.Qllw' <d, .jx rovti •
i-:
'- k i it (2.0003 1-5)
T. LOI . 66,q+ c G%- 101, ¢4 (1)
1 S.6" �4.6Gr�
_ ' 1.01.4.1 �v tt (iii.)]
ii - 53i. 444' + 61.1:41..% b.;-Iii 2 a-4.
` •75 0.w6 x 1i Doo>11 v,< l af-5 2�2r 0.OR3
25th .uite�L05 • Miami,•Florida 33122. Phone: ( 592-9396 • Fax: (305) 599 -9347 •
• E-Maih info@solverstructural.com •
PROJECT:
SHEET # :
DATE:
REV:
CHECK BOTTO RAf1Lf JNG:
DATA: n
1k I 0.043 C2X1.O7 ALUMINUM CHANNEL s r Uriu d F464"6(4-67-. AL ` " cekW
P := 107.5LB `PP D +. G x 6y,;) x 2�2
10.01.
Sx :=
0.546 1N ^3 P
L:= 4 ft
aw
M P -L•12
4.1000
M = 1.29 KIP -IN
M
fb:= —
Sx
fb = 2.363 KSI « 11 KSI O.K.!
•
C1
R=25.00' L=39.29'
Tan=25.02' A=90°03100°
CH=35.37' CHB=N44°58'30'W
SO003OO
aesrpor•••••••• goomem.,....wietit.:•.••,•.•,...•1•••••■••0•.•••■•••.
tit)
r-- r-.
p
r*)
115.001(R)&(M)
75.00' TOTAL R/W
NEW 4. 141G1-1 ALUMINU 'PE . CE
4 4' SINGLE GATE
..3";
3750'
8415'
(f)
---1
1)'
•
-ff1,012,-.4(TO
LOCATION SKETCH
NOT TO SCALE
:JMIEF:71;
<11•44■• 1,•i•
t-A
1 R
PTZ.1:1°
L. VARD
At, A
1
LEGAL DESCRIPTION:
LOTS 1 AND 2. BLOCK 31, °AN AMENDED PLAT OF MIAMI SHORES SECTION NO.
ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 10, PAGE 70,
OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
:5CONC.
115.001(R)8(M)
SITE PLAN
Scol 1" - 20'
OS 10111i
.1i)edti,'S Slam.
-14/-
• -
Miami Shores Vi!lacle
APPROVED
ZONING DEPT
BLDG DEPT
DATE
/2
SUBJECT 10 CCN1PLIAN CE WIT-1-1 ALL FEDERAL
STATE ANU CCUNiY rIULES AND REGULATIONS
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING
aufkite
METAL PRODUCTS
10461 S.W. 184 TERIR.
MIAMI, FLORIDA 33157
(305) 233-6916
COW 7278
SHEET TITLE:
PROJECT FOR:
DRAWN BY:
CHECKED BY:
ALUMINUM FENCE SITE PLAN
GISELLE LESLIE KOVAC
290 NORTHEAST 98th STREET
MIAMI SHORES, FL. 33138
RB DATE: 02 /09 /12 SHEET
SCALE: AS SHOWN
A-I
GATE
STOP
■
14' OPENING
GATE
ROLLER
GUIDE
GATE OPEN
GATE
TRACK
R/W LINE ///4'
2 `xI' SQ.
TUBE RAILS
1'x2'x09
(CHANNEL)
GATE STOP
I /4'x 3' FLATBAR
FLAN VIEW
3/8" 1'- O"
ROLLER GUIDE
2`x2'x.125 TUBE
3/4'x3/4'x062 �t
(SQUARE TUBE)
(4' O.C.) (TYP.)
//
Tit
12' MAX.
TYPICAL
/S TYP.
v
A\Y /• C /a /1`\\v/A \\Y /A\
— 1'x2'x093
(CHANNEL)
2'x2'x.125
TUBE
2 "x1 "x.093
TUBE RAILS
ROLLER
I'x2'x093
(CHANNEL)
2'x2'x.I25
TUBE FRAME
ROLLER GUIDE DETAIL
NTS
ATE TRACK
CONC1Q00 PSI
GRAVEL FILL
ELEVATION VIEW
3/8" i - 0" •
2'x2'x.125
TUBE FRAME
GATE
ANCHOR W/ 1/4x2 E
CONC. TAPCON SCREWS
GATE
TRACK
GRADE LINE
GATE TRACK DETAIL
NTS
EX /5T e0 AZ
OR /LIB Lt/AY.
2'xl'xl'x I /s'
ALUMINUM ANGLE
(ATTACH WITH (2)
•10x1' TEC SCREW
INTO POST 4 RAIL
2'x1' SQ.
TUBE RAILS
1'x2'x093
(CI- IANNEL )
3/4'x3/4'x062
(SQUARE TUBE)
(4' O.C.) (TYP.)
GATE
2'x2'x.125
TUBE POSTS
1/4'x3'
FLAT BAR
t •
ROLLER
GUIDE
ROLLER
GATE
GATE
TRACK
11 106. u I G>�141
1. I Ye. ti(
1
L— J
ALUMINInt CONSTRUCTION GENERAL NOTES:
1. ALL CONSTRUCr(ON AND ALUNWUM.FABIB A1I0N AND ERECTION. SHALL BE DONE 61 •
YPllH ALL iBLE STTITE ANO L04AL 0
QW p fbUN[Y WRN THE FLOI8DA 000E. 2007 EDFIION)
2. SHALL VERIFY ALL DONS Ara NOTWY THE ARCHITECT AND
# fl•IE ENC8 OF F6 0P ARTI D
3. CONCRETE FOR ALL WORKS EXCEPT AS SPECIFIED NOTES f c - 8.000 PSI
MINIMUM 28 BE CONFORM DAYS A.S.T.M. TYPE le WITH A C FACTOR CT ADMIXTURES 6) SHALL
SAC6 BY CUBIC YARD WEEEAR BY OILER. (CONCRETE BY CIE)
4. NJ. STRUCTURAL ALLMON MUST COMPLY THE SPECIFIC DESIGN ALUMINUM
ALUM AS PER PLANS 6, AND TA
j O BE FABRICATED, DETAILED AND
ERECTED N ACCORDANCE Ent THE AUTISM ASSOCIATION STANDARDS
5. ALL Y67AED cO 8 Sj61U. W DONE W ACOORWII WITH THE AF4R�AN
EaDvI6 S0fXE711 S�. ANDtI ACTA6RUM' ISSflC N SDINDAAROCS
6. ALL co TRUC0ION %NAIL =Wipe ALUA1WUM ALLdY BO63 -T5.
7. AIt BIB POST HOLES 10 BE C00RTEKATED W(O.C. ST *1.. REBAR
APPki11BFE manta COM Ric, 2asT-Eomat
NOTE ALL ALUMINUM CONTRUCTION:((0C( -TG)
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING
&fag
METAL PRODUCTS
63IOgLi2
GATE STOP DETAIL
I 2.1/1&S . 1 i a
SHEET TITLE:
•
10461 S.W. 184 TERR.
MAW, FLORIDA 33167
(305) 233 -6916
• ALUMINUM FENCE 4ETAILS
PROJECT FOR:
i)E : S4 402.
DRAWN BY:
CHECKED 8Y:
•
I1
GISELLE LESLIE KOVAC
290 NORTHEAST 98th STREET
MIAMI SHORES. FL.33138
RE) DATE: 02 /09 /12 SHEET
SCALES
OGO 7278
A -2
R/UJ LINE
2 °x2 °x093 POST
(SQUARE TUBE)
W/ 2° CAP
EXIST.
CBS HOUSE
In
3/4 °x3/4 °x0(22
(SQUARE TUBE)
(4' O.C.) (TYP.)
I °x2 °x093
7n (CHANNEL)
GRAVITY
THUMB
LATCH
I °x2 °x093
(REGTANGULAR TUBE)
2 °x2 °x093 POST
(SQUARE TUBE)
W/ 2° CAP
EXIST.
CBS HOUSE
ANC�IOR WITH CS' 6.5 o d.
I/4 I/2k
TAPCON SCREWS
/A/
/2
\y'/AY/A\y'1A '/I \ '/.\ '// Y/AWA\y'//i.�Y/I \ / •
ANCHOR WITH
I /4x2 1/2
TAPCON SCREWS
EXISTING
GRADE LINE
1'x2 °x093
(RECTANGULAR TUBE)
3/4 °x3/4 1x062 4° O.C.
(SQUARE TUBE)
I °x2'x093
(CHANNEL)
10' GATE
DROP BOLT
DOUBLE GATE ALUMINUM FENCE DETAIL
3/8" = 1'- 0"
GRAVITY
THUMB
LATCH
2 °x2 °x093 POST
(SQUARE TUBE)
----1 °x2 °x093
(CHANNEL)
ADJUSTABLE
HINGE (TYP.)
(SEE DETAIL)
2 °x2 °x093 POST
(SQUARE TUBE)
I °x2 °x093
REGTANGULAR
TUBE —�
I °x2 °x093
(CHANNEL) ---.
12° O.C. Ku
CVO
2 °x2'x093 POST
(SQUARE TUBE)—\\
I°xl° x093
(SQUARE TUBE)
(4' I.D.) (TYP.)
1'x2 'x093
(CHANNEL)
2'x2 °x093 POST
(SQUARE TUBE)
ADJUSTABLE
HINGE
3'
GRAVEL
FILL
4' O.G.
CONC.
3000 PSI
M INIMUM
10°
TYPICAL SECTION
3/8" = I "-0"
EXIST.
CBs HOUSE
N V V P7 V
V Va V
EXISTING
GRADE LINE
1 °x2 °x093
(CHANNEL)
a
v
N
2 °x2 °x093
(SQUARE TUBE)
%/
4' GATE
Lie
ADJUSTABLE
HINGE (TYP.)
(SEE DETAIL)
SINGLE GATE ALUMINUM FENCE DETAIL
3 /8 " 1 ' - 0 "
1'x2 °X093
(CHANNEL)
SIDE
ANCHOR WITH C4 44. at 1411/
1/4x4 1/2 a
TAPCON SCREWS
6 i
211
•
4 SG
.1111
TOP
I -TINGE BRACKET
3/8" I"
ALL ALUMINUM CONTRUCTION
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING
OA aim
METAL PRODUCTS
10461 S.W. 184 TER(
MIAMI, FLORIDA 33167
(308) 233 -6916
illli1111111ii11llliii 111
C08 7278
SHEET TITLE:
ALUMINUM'FENCE DETAILS
PROJECT FOR:
DRAWN BY:
GISELLE LESLIE KOVAC
290 NORTHEAST 98th STREET
MIAMI SHORES, FL 33138
RB
DATE:
CHECKED Bl:
III
SCALE:
02 /09./1 2 . SHEET
AS SH W
111 I I I
A -3