RC-11-803Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 159399 Permit Number: RC- 5- 11403
Scheduled Inspection Date: September 19, 2011
Inspector: Bruhn, Norman
Owner: , CK PROPERTY SOLUTIONS, LLC
Job Address: 10618 NE 11 Avenue
Miami Shores, FL 33138-
Project <NONE>
Contractor: GAIA CONSTRUCTION
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number
Parcel Number 1122320280630
Phone: (954)882 -2672
Building Department Comments
CEILING REPLACEMENT, DRYWALL REPAIR, KITCHEN &
BATHROOM REMODEL,
Passed
94i
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
September 16, 2011
For Inspections please call: (305)762-4949
Page 6 of 48
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
BUILDING
PERMIT APPLICATION
FBC 20
Permit No. :4JeCI
Master Permit No.
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): C/:?roper* S? /k hd 5, L-1C- Phone#: 30-"33l -04/-'3 2-
Address: .2-0 9 AJC 9 II- 444 7
City: 71t%. •T.- .CLA,I.e9 State: Z Zip: 3.'J 3 k''
Tenant/Lessee Name:
1//m
Email: Y uo f 13 FQ HOYn 3. cn w-t
Phone #:
JOB ADDRESS: /0(o / 8 Nei: /l #V
City: Miami Shores County: Miami Dade Zip: ?3 /(p)
Folio/Parcel #: /1- 2232 - Oip 30
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: ( kt P r PAZ C t-(U 13 C Phone #: S e'62-
7itr
Address: l d S N e ''emit !—
City: 4-k6— 6 c ei State:
Qualifier Name:
Zip: . °L' t
Phone #: 15A QC62 1( 01-9—
State Certification or Registration #: C ( C (51 3 Certificate of Competency #:
Contact Phone #: °l SA .
Email Address: e'MP< e t1Pi L • con
DESIGNER: Architect/Engineer:
YIP in a, Phone #: 9' '`" 504 -070,E
Value of Work for this Permit: $ 000 Square/Linear Footage of Work:
Type of Work: Address OAlteration New )Repair/Replace
Description of Work: vit-not, kPt, TAB ON QI ( tpo
ODemolition
(r
) 00/ t v e51 E fel —
rc C--0 ' i 110011
COLOR THROUGH ROOF TILE IS REQUIRED acknowled
* * * * *, , * * *, , * * **** * * * * * * * * * * * * * * *** * * ** Fees * * * * * * * *, , * * * * * * * * *, , * *, * * **** * * * **** ** *** **
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
Bonding Company's Name (if applicable)
Bond: -- -- .L .
City _
Morn
Mortg
City _
Applic
comma
constrn
WELL
OWNI
applica
"WA
C014
IMP]
FINA
RECI
Notice it
promise
whose p
for the j
inspectio
Signatui
MECHANICAL
PLUMBING
� ' 1 2
ELECTRICAL V //
STRUCTURAL
N
0
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2
ci
'PROJECT TYPE: I .
RESUBMITAL DATES:
NG" ^I -
IADDRESS:1O(i,1 Y Il. i I
SUBMITTAL DATE: 1C0
1 PERMIT #
g.
Iii
0
a.---
0
n
HRS/DERM
IMPACT FEES
m
a
-'
Owner or Agent
The foregoing instrument was acknowledged before me this ,27.
day of A pr% I , 20 L, by t/ to n5a
who is sonally know35a or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: t: Po r
ation has
:gulating
SIGNS,
with all
OF
FOR
TAIN
TORE
ant must
person
job site
ice, the
Contractor
The foregoing instrument was acknowledged before me this c 7
day of Apr,'1 , 20 11 , by Osca r ec Ae verrt,
who is ersonally known to 529or who has produced
as identification and who did take an oath.
My Commission Expires:
Frb 3, 9,01q1
aY4e4Y,Y4Y* * **kk *****
APPROVED BY
‘,se
Plans Examiner
Structural Review
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
NOTARY PUBLIC:
Sign:
Print: 6r$ P 6r N
My Commission Expires:
t'b3,2,0 /4
PUBLIC-STATE OF FLORIDA
r••• "' ",,.. George Ortiz
= y', -'., : Commission #DD9579S3
''••.,,,,,.,,r° Expires: FEB. 03, 2014
BONDED Mil ATLANTIC BONDING CO., INC.
Zoning
Clerk
Carl G. Forbes
CONSULTING ENGINEER
P.E. 20699
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Detailed Wind Load Design as per ASCE 7 -05
comply with Florida Administrative Code section
61G15 -23 and Florida Building Code 2007- Wind
Load Pressures for Windows and Doors at
Miami Shore residence Remodeling
Miami Shores, Florida
Carl G. Forbes P.E. # 20699
Seal:
Pages: 4
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WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Analysis by: Carl G. Forbes PE Company Name:
Description: Miami Shores residence Remodeling at Miami Shores, FL
User input Data
Structure Type
Basic Wind Speed (V)
Struc Category (I, II, III, or I
Building
146
mph
11
Exposure (B, C, or D)
Struc Nat Frequency (n1)
C
1
Hz
Slope of Roof
Slope of Roof (Theta)
Type of Roof
3.0
14.0
Hipped
:12
Deg
Kd (Directonality Factor)
0.85
Eave Height (Eht)
Ridge Height (RHt)
Mean Roof Height (Ht)
Width Perp. To Wind Dir (B
Width Paral. To Wind Dir (L
8.50
12.00
10.25
55.00
ft
47.00
ft
Calculated Famineters
Type of Structure
Height/Least Horizontal Dim
0.22
Flexible Structure
No
Calculated Parameters
Importance Factor
1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Alpha =
9.500
zg =
900.000
• •
. • •
•• •
•
At =
0.105
Bt =
Bm =
Cc =
1.020
0.6 §Q :••
•
0.2QQ ...
500492 i
•I
Epsilon =
Zmin =
0.288; •
1 &.00 ft •
•
5/3/2011
•.
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Gust Factor Cate!
ory
I. °Rigid Structures
Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85
Simplified Method
•
0.85
ust Factor Cat
ory
Rigid' Structures - Cc Pieta Analys
Zm
Zmin
15.00
ft
Izm
Lzm
Q
Cc * (33 /z) ^0.167
I *(zm/33) ^Epsilon
(1 /(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5
0.2281
427.06
ft
Gust2
0.925*((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm))
0.9215
•
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0.8837
Gust Factor Summary
G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1
0.851
Fla 6 -5 Internal Pressure Coefficients for Buildings, Gcpi
Condition
Gc I
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
0.18
1 -0.18
Developed by Meca Enterprises, Inc. Copyright 2006
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Page No. 1 of 4
B
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
6.5.12.2.1 Design Wind Pressure - Buildings of All Heights
Elev
0
Kz
Kzt
qz
Ib /ft^2
Pressure (Ib/ft^2)
Windward Wall*
+GCpi
-GCpI
15
0.85
1.00
39.37
19.69
33.86
Figure 6 -6 - External Pressure Coefficients, Co
Loads on Main Wind -Force Resisting Systems (Method 2)
L
L
Variable
Formula
Value
Units,
Kh
2.01"(15 /zg) ^(2/Alpha)
0.85
Kht
Topographic factor (Fig 6-4)
1.00
Qh
.00256 *(V) ^2 *I *Kh *Kht *Kd
39.37
psf
Khcc
Comp & Clad: Table 6 -3 Case 1
0.85
Qhcc
.00256 *V ^2 *I *Khcc *Kht *Kd
39.37
psf
Wall Pressure Coefficients, Cp
Surface
Cp
Windward Wall (See Figure 6.5.12.2.1 for Pressures)
0.8
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Roof Pressure Coefficient
Cp
Roof Area (sq. ft.)
Reduction Factor
1.00
aicuiations for Wind Normal to 55 ft Face
Additional Runs may be red?! for other wind directions
Leeward Walls (Wind Dir Normal to 55 ft wall)
Leeward Walls (Wind Dir Normal to 47 ft wall)
Side Walls
-0.50
-0.47
-0.70
-23.82
-22.68
-30.52
-9.65
-8.51
-16.34
Roof - Wind Normal to Ridge (Theta > =10)
Windward - Min Cp
Windward - Max Cp
Leeward Normal to Ridge
Overhang Top (Windward)
Overhang Top (Leeward)
Overhang Bottom Applicable on Windward only)
- for Wind Normal to 55 ft face
-0.54
-0.04
-0.46
-0.54
-0.46
0.80
-25.16
-8.29
-22.48
-18.07
-15.40
26.77
-10.99
5.88
-8.31
-18.07
-15.40
26.77
5/3/2011
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Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 2 of 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Roof - Wind Parallel to Ridge (All Theta) - for
Wind Normal to 47 ft face
Dist from Windward Edge: 0 ft to 20.5 ft - Max Cp
Dist from Windward Edge: 0 ft to 5.125 ft - Min Cp
Dist from Windward Edge: 5.125 ft to 10.25 ft - Min C
Dist from Windward Edge: 10.25 ft to 20.5 ft - Min Cp
Dist from Windward Edge: > 20.5 ft
-0.18
-0.90
-0.90
-0.50
-0.30
-13.11
-37.21
-37.21
-23.82
-17.13
1.06
-23.03
-23.03
-9.65
-2.95
Kh =
Kht =
Qh =
Theta =
* Horizontal distance from windward edge
Figure 6 -10 - External Pressure Coefficients, GCpf
Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft
2.01 *(15/zg) ^(2 /Alpha)
Topographic factor (Fig 6 -2)
0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd
Angle of Roof
= 0.85
= 1.00
= 39.37
= 14.0 Deg • •
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5/3/2011
...
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Transverse Die o
To
.:inal Direction
`o
Wind Pressures on Main Wind Force Res
sting System
Surface
GCpf
+GCpf
-GCpf
qh
(psf)
Min P
(psf)
Max P
(psf)
1
0.48
0.18
-0.18
39.37
11.73
25.91
2
-0.69
0.18
-0.18
39.37
-34.26
-20.08
3
-0.44
0.18
-0.18
39.37
-24.25
-10.08
4
-0.37
0.18
-0.18
39.37
-21.81
-7.64
5
-0.45
0.18
-0.18
39.37
-24.81
-10.63
6
-0.45
0.18
-0.18
39.37
-24.81
-10.63
1E
0.72
0.18
-0.18
39.37
21.42
35.59
2E
-1.07
0.18
-0.18
39.37
-49.22
-35.04
3E
-0.63
0.18
-0.18
39.37
-31.74
-17.56
4E
-0.56
0.18
-0.18
39.37
-28.98
-14.80
* p = qh * (GCpf - GCpi)
Figure 6 -11 - External Pressure Coefficients, GCp,
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Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
a = 4.1 =_>
a
a
Hipped Roof
7 < Theta < =27
4.10 ft
Double Click on any data entry line to receive a help Screen
5/3/2011
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Component
width
(ft)
Span
(ft)
Area
(ft^2)
Zone
GCp
Wind Prese•Ob /ft^2)'
Max
Min
Max••;•
:Min
Slidng Door
3
6.67
20.01
4
0.95
-1.05
44.37
'48.30;.
SideLite
3
6.67
20.01
4
0.95
- 1.05
44.32
•'448.30'
Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
Developed by Meca Enterprises, Inc. Copyright 2006
-115 ,,///
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Page No. 4 of 4
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Doralum Corporation
7040 NW 77 Terrace
Medley, FL 33166
SCOPE:
1
MIAMI -DARE COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.huildinacadeonline.coni
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where,alifawed by
the Authority Having Jurisdiction (AHJ). '.... • • • This NOA shall not be valid after the expiration date stated below. The I iiami -Daaa eotinty Pedt ;Control •,
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cei t'4 reserve •thetright tb
have this product or n aterial tested for quality assurance purposes. If this product or Materiel fails to perform la....:
the accepted manner, the manufacturer will incur the expense of such testing and toe= may iirii iediately
revoke, modify, or suspend the use of such product or material within their jurisdiction MiRA reserve.t ie right; ; , • •
to revoke this acceptance, if it is determined by Miami -Dade County Product Control ISrv:sion that fit product of
material fails to meet the requirements of the applicable building code • • • •
This product is approved as described herein, and has been designed to comply with thh Fldriaa Buik1in ▪ Code,
including the High Veeocity Hurricane Zone. • • • • •
DESCRIPTION: Series "100" Outswing Aluminum Patio Doors WI Sidelites.N.I. •.' • `
APPROVAL DOCUMENT: Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites,"
sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation,
signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statAment: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of ! iis NOA will occur after the expiration date or if there has been a revision or change in the
materials, use and/ors anufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advt :tising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 01- 0724.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
NOA No 06- 0905.01
Expiration Date: September 14, 2011
Approval Date: February 01, 2007
Page 1
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Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door Wi Sidelites," sheets
1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by A1-
Farooq Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4) Forced Entry Test, per FBC 3603.2 (b) and PA 202 -94 ••••
along with installation diagram of an aluminum out- swinging patip egttince ddtr 'ith •
fixed light, prepared by Fenestration Testing Laboratory Inc., Test re it Nos ! •
1051, dated December 21, 1994 signed and sealed by Yamil G. Rai`. • •
(Submitted under NOA# 01- 072411)
•
2. Test reports on 1) Air Infiltration Test, per TAS 202 -94
•
2) Uniform Static Air Pressure Test, Loading per T %/2-94 : "' •
3) Water Resistance Test, per TAS 202 -94 " " ""
•
4) Forced Entry Test, per FBC 2411 3.2.1 and TA3 2012V4 . •
along with installation diagram of an aluminum out-swinging patio enuraince de& with
fixed light, prepared by Fenestration Testing Laboratory Inc., Test'Repoit No. =U.
5042, dated 10/10/06, signed and sealed by Edmundo Largaespada, P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by
Al-Farooq Corporation, Dated 07/19/06 signed and sealed by Humayoun Farooq, F.E.
Complies with ASTM E1300 -98/02
D. QUALITY ASSURANCE
1. 1vlirii Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, dated July 19, 2006 signed and sealed by Humayoun
Farooq, P.E.
2. Statement letter of no financial interest, dated July 19, 2006 signed and sealed by
Humayoun Farooq, P.E.
E -1
•
Jaime D. Gascon, ' .E.
Chic , Product Control Division
NOA No 06- 0905.01
Expiration Date: September 14, 2011
Approval Date; February 01, 2007
•
• •
• •
• •
Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. Letter from the consultant stating that the product is in compliance with the Florida
Building Code (FBC).
••••
• • •
• ••••
• • •
•• • • •••
•
.•
•• •
•
•
• •••• •••• •
•••• ••••
• .••
• •
•
•• ••
• • •
• • • •
•
• • •
• • • •
• • • • •
•
Jaime D. Gascon, P. .
Chief, Product Control Division
NOA No 06-0905.01
Expiration Date: September 14, 2011
Approval Date: February 01, 2007
E -2
8 MAX.. 12. MAX. wows APPLIED
iYP. ; UE0 NTIN5
\ ,MAY FALSE 8E' M USs -
f . _
DOORS NOT RATED FOR IMPACT.
INSTALLATION OF THIS PRODUCT IN THE 14042 AREA REQUIRES THE
USE OF APPROVED SHUIIwww OR EXTERNAL PROTECTION DEVICES
COMPLYING WIT14 HVHZ REQUIREMENTS.
4 STTAUAtSDN OF THIS SYSTTM OUTSIDE THE P HZ AREA SHALL NETT
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
SE`I S -100 AW1MINImt $isin DOOR wi__AIIRLUTE$
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELTES.
SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR.
SEE SHEET 2 FOR DESIGN LOAD CAPACITIES.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE
EQ
REQUIREMENTS OHOFRT E F120NE ( DOING CODE 2004 EDMON INCLUDING
WOOD KICKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHAD, BE AS LISTEO, SPACED AS SHOWN ON OETAALS. ANCHORS
EUB O E RT TO BASE MATERIN. SHALL 8E BEYOND WALL DRESSING OR STUCCO"
ANCHORING OR LOADING CONDrnONS NOT SHOWN IN THESE DETAILS
ARE NOT PART Of THIS APPROVAL
A LOAD DURATION INCREASE IN ALLOWABLE STRESS TS USED IN DESIGN OF
ANCHORS 11470 WOOD ONLY.
MATERIALS I1UtANG BUT NOT LIMREM TO STEELf1fETAL SCREWS. TWAT COIF 11470
CONTACT WDH OTHER.DHSS1MSAR MATERIALS SHALL MEET THE REONREMENIS
OF 2004 FLORIDA UDC. CODE SECTION 2003.8.4
161'
FRAME WIDTH
F�r
3l1
GlAts
J it
28'
0"L.
34 11/18
71 3 /d'
FRAME vaDTH
EXTRA ANCHORS REDD.
W/ SIDEUTES ONLY
1 /447E41."
i
DL`ASS ,
18'
3-
11
3/1 TEMP.
1
/
/
3/i8 TEMP MASS
•• •• •
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h91 •
•••s :••
89 1/2.
2L OPG.
REICAL_ELIAIMI
{ XXOX )
ItaN:U UNIT
1-1/4" TEMP. 01A55
T j .
I A¢1
• ' • • • •
DODO • • • • • $� ▪ } IDE�ITB • • • •
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• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
34 11/16
LEAF WIDTH
37 1/2"
FRAME WIDTH
Eegr. R1• NUWNODN. mow
sottonsist
CAN 3838
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DEC 0 5 2005
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00088 6171401:11 smsums
DESIGN LOAD CAPACITY - PST
NOMINAL DNS.
3/18" Taw. Aims
ma. wow
$7./94
7083181647
pia
8/13
2/8
2/10
3/0
6/6
67,3
91.3
85.6
894
67.0
83.0
59.5
781
2/6
2/8
2/10
3/0
7/0
61.3
63.8
66,9
81.5
60.0 78.7 _
58:7 72.4
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8/8 79-3/4' , 77-3/8" 88-3/8"
7/0 133-3/4" 71-3/6" 73-3/8'
8/0 95-3/4" 93-3/8" I 65-3/6"
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24
30
36
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CITART
STATIONARY PANEL (0) OR SIDEUTES
DEMON LOAD CAPACITY - PSF
91964 (16)
px*XS
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24
30
38
47
48
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87.3 69.9
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NOTE:
QUALIFY SIDEUTE OR STATIONARY PANELS WITH CHART
OLJAUFY DOORS WITH CHART A
172 9.1
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NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
EASED ON ASTM E1300-02 (3 SEC. GUSTS)* • • • • • . • •
AND FLORIDA BUILDING COMMISSION • • : • • • • • •
DECLARATORY STATEMENT DCAOS-DEC-219 •
. • • • • • • • • • • • •
• • •
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TYPICAL ANCHORS.
SEE ELEV FOR VACS% ,
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`. SEE ELEV. FOR SPACING 2HY NOW AN
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SEE ELEV. FOR SPACING
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3 KIR MO . / SEE ELEV. FOR SPACING 3 KSI • N. • ie�FR • • • • • • • • •
• • ••• • • • • • •
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• • • •
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moat ANCHINS
SEE ELEV. FOR SPACING
TvI.I AL ANCSNtRS
SEE ELEV. FOR SPAS
(WOOD BUCKS AND METAL STRUCTURE NOT BY DQRALUM I
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANICHQ S.; sEr aka. 'ua SPACING
1/4" TApCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8° MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
414 Svc OR DRRi_NJ[_ REWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.)
ALUMINUM : 1 /8" THK. MIN. (6063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
11.4_SIALIZLISLABILIMISCADYS
INTO DADE COUNTY APPROVED MULLIONS (MN. THK. _ .090")
(NO SHIM SPACE)
.et EDDs LOTANCE
INTO CONCRETE AND MASONRY 4 2 -1/2 MIN.
INTO WOOD STRUCTURE g 1` MIN.
INTO METAL STRUCTURE = 5/8. MIN.
SEALANTS:
FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL
• • METAL PARTS CONNECTIONS SEAM WITH CLEAR COLORED SEALANT.
• •
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S2E'F..$AARla% t NITS
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LOCK STILE
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8063-TS
6061-T8
8083-76
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6063-18
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8063-78
6093-36
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18 P4-100 AS REM MA0ND 70128E
17 PW-101 AS OEMS 81.42 WEATHISRSTRIPPINO VINYL
18 PS-8400 AS 8E0E1 PILE VICAMERSOUPPINO SCMLECEL
19 SILICONE' PLUS - SILICONE 008 COMIC OR
24 5025 AS RM. OUJSH SOLTS DELTA 040. OR
21 CP-17111 - DM LOCIESET TA00 OR REMO=
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LOCKS:
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EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH ALINE LEAF LOCK STILE, 53" FROM B0TT01.4
CONVENTIONAL LOCKSET yam KNOB. KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH AcTNE LEAF LOCI( STILE, 43 FROM BOTTOM
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AT ToP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE
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AND ONE AT MIOSPAN
PLATED STEEL
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5 201.1t
tlrow +n9 no.
W98 -58
(sheet 6 of 6 J
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
Federal Emergency Management Agency
National Flood Insurance Program Important: Read the instructions on pages 1 -9.
OMB No. 1660 -0008
Expires March 31, 2012
167409 SECTION A - PROPERTY INFORMATION
Al. Building Owner's Name C K PROPERTY SOLUTIONS, LLC
!orr Insurance Company Use:
old Ntanber
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
10618 NE 11TH AVENUE
Company NAIC Number
City MIAMI SHORES State FL ZIP Code 33138
A3. Property Description (Ldt and Block Numbers, Tax Parcel Number, Legal Description, etc.)
A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory,
A5. Latitude/Longitude: Lat.;P5 °52'21.05 "N Long. 80 °10'31.35"W
A6. Attach at least 2 photographs of the building if the Certificate Is being
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 3011 sq ft
b) No. of permanent flood openings in the crawlspace or
enclosure(s) within 1.0 foot above adjacent grade 10
c) Total net area of flood openings In A8.b 1092 sq in
d) Engineered flood openings? ❑ Yes No
etc.) RESIDENTIAL
Horizontal Datum: ❑ NAD 1927 ® NAD 1983
used to obtain flood insurance.
A9. For a building with an attached garage:
a) Square footage of attached garage 400 sq ft
b) No. of permanent flood openings in the attached garage
within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
120652
B2. County Name
MIAMI -DADE
B3. State
Florida
B4. Map/Panel Number
0306
B5. Suffix
L
B6. FIRM Index
Date
9/11/2009
B7. FIRM Panel
Effective/Revised Date
9/11/2009
B8. Flood
Zone(s)
AE
•
•
B9. Base Flood.falevation(s) (Zone
• AO, usetrint tided dept • •
• • 8
•• • • ••• •
• .
•
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. •' •
•
•
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) •
B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe). • • • • • • •
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? • • • • �❑ Yes • • • ' No
Designation Date ❑ CBRS ❑ OPA • • • •
• • •
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRE:1)• • • •
•
•
•
• •
• •
e •
•
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction*
*A new Elevation Certificate will be required when construction of the building is complete. •
C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH,
below according to the building diagram specified in Item A7. Use the same datum as the BFE.
Benchmark Utilized BM= 8-46 RA Vertical Datum NGVD29
Conversion /Comments j�
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) Lg.
b) Top of the next higher floor 6_2.
c) Bottom of the lowest horizontal structural member (V Zones only) N/A.
d) Attached garage (top of slab) 5.9.
e) Lowest elevation of machinery or equipment servicing the building 5_0.
(Describe type of equipment and location In Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 46.
g) Highest adjacent (finished) grade next to building (HAG) 4 8.
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A.
structural support
® Fttished tation
• • • •
off /AO. Comelete Items C2.a4h •
Check the measurement used.
feet
feet
® feet
feet
feet
® feet
feet
® feet
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
❑ meters (Puerto Rico only)
•
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This cert flcation is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. 1 certify that the information on this Certificate represents my best efforts to interpret the data availab/e.l
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
❑ Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a
licensed land surveyor? _I Yes ❑ No
Certifier's Name Clyde O. McNeal
License Number 2883
Title Registered Professional Surveyor Company Name TARGET SURVEYING, LLC
Address TARGET SURVEYING, LLC City West Palm Beach
Signature c"
State Fl ZIP Code 33407
Date 4/29/2011 Telephone (561)640 -4800
r / C:'ii �= ■ signed by
QP Neal
X140. 28'.,. DN: C Clyde
NealMcNeal, = t s
Date: 20 1 05.02
15:44:41 ' 'CO'
0 4
`ten, STATE OF 4p
pR
'o4 suRVe/
FEMA Form 81 -31, Mar 09
See reverse side for continuation. Replaces all previous editions
167409 IMPORTANT: In these spaces, copy the corresponding information from Section A.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
10618 NE 11TH AVENUE
City MIAMI SHORES State FL ZIP Code 33138
For insuranceCompanyUse:
Policy Niter
Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments GARAGE SQUARE FOOTAGE IS ROUNDED TO THE NEAREST 100 SQUARE FEET. ACCESS UNAVAILABLE.
Signature
Date
0 Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. • •
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFITIQN • • : •
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMr4•tesued or comraunity-resued BFE•: •
or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. • • • •
Property Owner's or Owner's Authorized Representative's Name
Address
•••• ••••
• • • • •
•••• ••••
•
•••••
Signature
City State ••••7PCode ••••
• • •
•- •• ••••
Date Telephone
Comments
• • •
•
• •
•• -•••
• • • •
• •
• • •
• • •
• • • • • •
0 Cht§Ck•Ive if attachments •
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by taw to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO.
G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name
Title
Community Name
Telephone
Signature
Date
Comments
rl Check here if attachments
FEMA Form 81 -31, Mar 09
Replaces all previous editions
A1= 89'43'30" (P
A2= 9016'30" (P)
A3= 89'43'30" (P)
A4= 9016'30" (P)
:1!
WEST FACE OF
WALL 0.1' EAST
OF PROPERTY LINE
LOT 8
BLOCK 4
15.0
LOT 14
BLOCK 4
FOUND 1/2"
IRON ROD
LB #1201
/
/` 0.6' 130.00'
Al
FOUND 5/8"
IRON ROD OP
N.E. CORNER
OF LOT 14
BLOCK 4
FOUND 5/8"
IRON ROD
NO. I.D.
a
0
0
Sri
n
1/ -1 7
-. . - 1/ -1 1 -. .
of 0.4'
rn
Num
of 24.9'
A2
a
0
0
FOUND 5/8"
IRON ROD
N.E. CORNER
OF LOT 18
BLOCK 4
25.0'
3.
9
-.O
26.0'
low' GARAGE lw'
N N
26.0'
SURVEY NOTES
THERE ARE FENCES NEAR THE
BOUNDARY OF THE PROPERTY
13.9'
A4 , ��
' ` 0.8'
FOUND 1/2"
IRON ROD
LB #1201
0.6' EAST
P.P.
CONCRETE DRIVE CROSSING PROPERTY
BOUNDARY ON WESTERLY SIDE OF LOT
TILE WALK CROSSING PROPERTY
BOUNDARY ON EASTERLY SIDE OF LOT
4
rn
3.3'
50.3'
7.0'
BUILDING
#10618
6.8'
cV
C
46.9'
LOT 13
01� SAC :-
/�-- i— i i— i i -1 •9%3
4
.< •
• w+
•
25.1'••••
•
••
130.00'
LOT 12
BLOCK 4
•
•••'
• •
•
FOUND 1/2; •
IRON ROD • •
LB #1201
0.7' EAST
•
• 25.
•
•
•
•
•
•o
0
• ..
•
BLOCK
CORNER
•
•
•
• •
• •
• •
•
•
• •
• •
PAGE 2 OF 2 PAGES
BOUNDARY SURVEY
SURVEYORS CER77FICATE
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
ISA TRUEAND CORRECT REPRESENTATION OFA
SURVEY PREPARED UNDER MY DIRECTION.
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
SIGNATURE ANDAUTHENTICATED ELECTRONIC SEAL,
ORA RAISED EMBOSSED SEAL AND SIGNATURE.
Clyde
Digitally signed by Clyde
McNeal
DN: CN = Clyde McNeal,
McNeal °=US
(SIGNED) Date: 2011.05.02 12:48:41
CLYDE O. MoNEAL, PROFESSIONAL SURVEYOR ANDAlAPPER #2883
LB #7893
TARGET
SURVEYING, LLC
SERVING ALL FLORIDA COUNTIES
6250 N. MILITARY TRAIL, SUITE 102
WEST PALM BEACH, FL 33407
PHONE (581) 640
FACSIMILE (561)640 -0576
STATEWIDE PHONE (800) 226-4807
STATEWIDE FACSIMILE (800) 741-0576
de Lot 13, Block 4, of MIAMI SHORES ESTATES according to the Plat thereof, as recorded in Plat Book 47, Page 58, of the Public Records of MIAMI -DADE County, Florida.
Community Number: 120652 Panel: 0306 Suffix: L F.I.R.M. Date: 9/11/2009 Flood Zone: AE Field Work: 4/29/2011
Certified To:
PROPERTY SOLUTIONS, LLC; ; ;
Property Address:
10618 NE 11TH AVENUE
MIAMI SHORES, FL 33138
Survey Number: 167409
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4
PAGE 1 OF 2 PAGES
GENERAL NOTES: LEGAL DESCRIPTION AND CERTIFICATION
LB #7893
TARGET
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ME LANDS VOW A +EREON MERE HOT ABSTRACI TFOREASFLIENTSOROMER
ENCLPERNICES NOTMEMOONTDEFIAT.
tAVERGROIAG PORTION Ot FOOTINGS. FOLEMIATE OLOP Rf#SPrA7"dFBENTSNE*
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AWL TES ARE TO1 E FACE 0,RE WALL AND ARE M9TTOB€ USED TOREI NSTRU T
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IN satL+e;STANCES GRAPIECREPRESERTAMIN&S HAVE EON E MSERA/EDTON 7E
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WA!d CASE LYMENSIIM Ewa L C;3YTRO1 flFL°CAN VOrPEEMVO FMFiiTSOVFR
SCANS -AXIOMS
AIL
SURVEYING, LLC
SERVING ALL FLORIDA COUNTIES
6250 N. MILITARY TRAIL, SUITE 102
WEST PALM BEACH, FL 33407
PHONE (561)640 -4800
FACSIMILE (561)640-0576
STATEWIDE PHONE (800) 226-4807
STATEWIDE FACSIMILE (800) 741-0576
•
1,
Building Photographs
See Instructions for Item A6.
167409
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
10618 NE 11TH AVENUE
For Insurance Company Use:
Policy Number
City MIAMI SHORES State FL ZIP Code 33138
Company NAB Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page,
following.
SIDE
• •
• ;
Building Photographs
Continuation Page
167409
For Insurance Company Use:
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
10618 NE 11TH AVENUE
Policy Number
City MIAMI SHORES State FL ZIP Code 33138
Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
...
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Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION FORM
ALL CONTRACTORS MUST PROVIDE COPIES OF UCENCES AND INSURANCES EACH TIME A PERMIT IS
SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR.
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. ✓ COPY OF QUALIFIER'S STATE LIC CARD
B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT
C. ✓ COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT)
D. ✓ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER
B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT
C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT)
D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION)
YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
COMPLETE CONTRACTOR'S INFORMATION
BUSINESS NAME: (0 (Pr GoN511WcrtuK INt. .
BUSINESS ADDRESS: 115 Re - of Sr It-uD D CITY ViP4N1)PA
STATE ZIP CODE -Y5°°1
BUSINESS PHONE: (15-4" ) $ $ 2 (f Z FAX NUMBER ( °ISM') 231 3914
CELL PHONE ( ) QUALIFIER'S NAME: 06cm eatEUERRI
QUALIFIER'S LIC NUMBER: C. ( C l'S 1(01310
E -MAIL ADDRESS (IF APPLICABLE): &PIA &C E i-l0r1 ►P)I L. C.OF1
Created on 3119109 BY MLDV 1 RV 3126109 MLDV
MaY. 9. all I Z :OJI'M
no.IS:sbi F. 1/1
A CERTIFICATE OF LIABILITY INSURANCE
DATE>
05105/11
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
INIPORTANT: lithe certificate holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed USIIBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on Ws certificate does not confer rights to the
ceillIcate holder In lieu of such endorsement(s).
PRODUCER
Florida Bankers Insurance
7278 SW 8 Street
Miami, FL 33144
Phone (305)266 -6493 Fax ( 305 )262 -0679
CONTACT MARTAALONSO
PHONE . No` ): (305) 266-6493- 1 Futc,x No (305) 262 -0679
ADDS: marta@florida barflsersinsurance.com
PRODUCER
ROT� o ER ID*
(S) AFFORDING COVERAGE
NAIC s
INSURED
GAZA CONSTRUCTION, INC
915 NE8StSte.#107
HALLANDALE BEACH, FL 33009-
(786) 412 -7206
INSURER A : AMERICAN VEHICLE INSURANCE COMPANY
$ 100•0•00
INSURER B :
NED EXP (Any one person)
INSURERC:
❑ ■ CLAIMS -MADE +, j OCCUR
❑
INSURER D:
$ 1,000.000.00
INSURER E .
GENERAL AGGREGATE
INSURER F :
GEN'L AGGREGATE U IT APPLIES PER
A POLICY II JN& III LOC
COVERAGES
CERTIFICATE NUMBER:
REVISION NUMBER:
THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TOWHICH THIS
CERTIFICATE MAYBE ISSUED OR MAY THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MIAYHAVE BEEN REDUCED BY PAID CLAIMS.
ry�
LTR
TYPE OF INSURANCE
p�gR
Dp
POLICY NUMBER �MM1DDPM
GL- 0504005442 -00
Z
07/16/2010
IMMIDDmnl)
07/16/2011
L
EACH OCCURRENCE
$ 1,000.000.00
A
GENERAL LIABILITY
PREE SES (Eaaooccuurrrence)
$ 100•0•00
'!] COMMERCIAL GENERAL LIABILITY
NED EXP (Any one person)
$ 5.000.00
❑ ■ CLAIMS -MADE +, j OCCUR
❑
PERSONAL & ADV INJURY
$ 1,000.000.00
•
GENERAL AGGREGATE
$ 1,000.000.00
GEN'L AGGREGATE U IT APPLIES PER
A POLICY II JN& III LOC
PRODUCTS - COMP/OP AGG
$ 1,000.000.00
$
AUTOMOBILE LIABILITY
❑ ANY ALTO
II ALL OWNED AUTOS
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
• SCHEDULED AUTOS
PROPERTY DAMAGE
(Per accident)
$
• I-II ED AUTOS
NON -OWNED AUTOS
$
•
. UMBRELLA LIAB 1 OCcIR
EACH OCCURRENCE
$
IN EXCESS LIAB II CLAIMS -MADE
AGGREGATE
$
❑ DEDUCTIBLE
$
$
• RETENTION $
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
NIA
I--� WC STATU• OTH-
I I TORY LIMITS Fl ER
E.L. EACH ACCIDENT
$
ANY PROPRIETORIPARTNERJE)ECUTIVE I
OFFICE RJMEMBER EXCLUDED?
E.L. DISEASE- EA EMPLOYE
$
(Mandatory In NH)
If yes, describe uncle
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POUCY OMIT
$
DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Adddonal Remarks Schedule, If more apace Is required)
ERTIFICATE HOL
CANCELLATION
CITY OF MIAMI SHORES
10050 NE 2AVE
MIAMI SHORES, FL 33138
1954-239-3914
SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
... ..........................: °::;
ACORD 25 (2009/09) QF
®1988 -2009 ACORD CORPORATION. Atl rights rosary
The ACORD name and logo are registered marks of ACORD
08 -23 -2010
ALEX SINK STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE:
PERSON:
FEIN:
BUSINESS NAME
GAIA CONSTRUCTION
915 NE 8TH ST APT
HALLANDALE BEACH
10/08/2010 EXPIRATION DATE: 10/07/2012
ECHEVERRI OSCAR
260219689
AND ADDRESS:
INC
201
FL 33009
SCOPES OF BUSINESS OR TRADE
1- WALL FINISHING
3- DEMOLITION
2- CONSTRUCTION
4- DRYWALL
*
IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this
section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to he exempt... apply only within the
scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of
election to be exempt shall be subject to revocation if, at any time after the tiling of the notice or the issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of Ibis section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person
named on the certificate to meet the requirements of this section.
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REMISED 09 -06
QUESTIONS? (850) 413 -1609
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL. SERVICES
DIVISION OF WORKERS COMPENSATION
CONSTRUCTION INDUSTRY
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPENSATION LAW
EFFECTIVE: 10/08/2010 EXPIRATION DATE: 10/07/2012
PERSON: OSCAR ECHEVERRI
FEIN: 280219689
BUSINESS NAME AND ADDRESS:
GAIA CONSTRUCTION INC
915 NE 8TH ST APT 201
HALLANDALE BEACH, FL 33009
SCOPE OF BUSINESS OR TRADE:
1- WALL FINISHING 2- CONSTRUCTION
3- DEMOLITION 4- DRYWALL
IMPORTANT
QPursuant to Chapter 440.05(14), F.S., an officer of a corporation who
elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation under this
D chapter.
Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
H exempt.. apply only within the scope of the business or trade Listed on
E the notice of election to be exempt
R
E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
and certificates of election to be exempt shall be subject to revocation
if, at any time after the filing of the notice or the issuance of the
certificate, the person named on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
department shall revoke a certificate at any time for failure of the
person named on the certificate to meet the requirements of this
section.
QUESTIONS? (850) 413 -1609
CUT HERE
* Carry bottom portion on the job, keep upper portion for your records.
n ur•_7e'J t CDTICIPATC GC rI rfTtrint In or rvrn4T Drumm tin— we
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000
VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011
DBA:
Business Name: GAIA CONSTRUCTION INC
Owner Name: OSCAR EDINSON ECHEVERRI
Business Location: 915 NE 8 ST #201
HALLANDALE
Business Phone:
Rooms
Seats
Employees
1
Receipt #:180- 228252
Business Type:GENERAL CONTRACTOR (cert
general contractor)
Business Opened:le /12/2008
State /Cou ntylCertlReg:cggc 151613 6
Exemption Code:NONEXEMPT
Machines Professionals
For Vending Business Only
Number of Machines:
Vending Type:
Tax Amount
Transfer Fee
NSF Fee
Penalty
Prior Years
Collection Cost
Total Paid
27.00
0.00
0.00
0.00
0.00
0.00
27.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non - regulatory In nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. Thls receipt does not indicate that the business is legal or that
it is In compliance with State or local laws and regulations.
Mailing Address:
GAIA CONSTRUCTION INC
915 NE 8 ST #201
HALLANDALE BEACH, FL
33009
2010 - 2011
Receipt #028 -09- 00013906
Paid 07/19/2010 27.00
if
01NI Vr r4.VeaeVrl
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399 -0783
ECHEVERRI, OSCAR EDINSON
GAIA CONSTRUCTION INC
915 NE 8TH ST APT 201
HALLANDALE FL 33009
Congratulations! With this license you become one of the nearly one million
Floridians licensed by the Department of Business and Professional Regulation.
Our professionals and businesses range from architects to yacht brokers, from
boxers to barbeque restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to serve you better
For information about our services, please log onto www.myfloridalicense.com.
There you can find more information about our divisions and the regulations that
impact you, subscribe to department newsletters and learn more about the
Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers.
Thank you for doing business in Florida, and congratulations on your new license!
DETACH HERE
.QF FLQRI A
I1`OD5 It/ 00 `
DATE BATCH NUMBER
x:10
LICENSE' °NE
C 156.13
' TE L CONT CTOR `
•.Named bed. °IS CER'TIFIEI3
Wider "the p ovis .'ors c Chapter :_
Expiration -date: AUG 31, 2012] _4
;oECHE R I, OSCAR EJ NSO
1141LuVrOitTrWuCTION, XNC
915, NE &T , ST APT-201
HALLANDALE' FL 330119 '
CFN: 20110265784 BOOK 27664 PAGE 3326
DATE:04/25/2011 11:31:33 AM
DEED DOC 1,530.00
HARVEY RUV1N, CLERK OF COURT, MIA -DADE CTY
Prepared by and return to:
Lisa WaHack
Kahane & Associates, P.A.
8201 Peters Road, Suite 3000
Plantation, FL 33324
File Number: 10-14969
Consideration: $255,000.00
(space above this line for recording data)
Special Warranty Deed
This Special Warranty Deed made this 1 (o44" day of March, 2011, between BankUnited whose post office
address is 7815 NW 148 Street, Miami Lakes, FL 33016, grantor, and CK Property Solutions, LLC, a Florida Limited
Liability Company whose post office address is 209 NE 95 St, Suite 7, Miami Shores, FL 33138, grantee:
(Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and
assigns of individuals, and the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land,
situate, lying and being in Miami-Dade County, Florida, to -wit:
Lot 13, Block 4, Miami Shores Estates, according to the map or plat thereof, as recorded in Plat Book
47, Page 38, of the Public Records of Miami-Dade County, Florida.
Parcel Identification Number: 11-2232-028-0630
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Bold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of std land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; That the grantor hery fully warrants the title to said
land and will defend the same against the lawful claims of all persons claiming by, through or under grantors.
In Witness Whereof, grantor has bereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
ic:)23
Witness Name
c..51a4-44 ,z�
Witness Name: i yam" e- C.,.r —j? i ` i
State of: Utah
County of: Salt Lake
The foregoing instrument was acknowledged before me this
CFN: 20110265784 BOOK 27664 PAGE 3327
BankUnited, by Green River Capital, LC as Attorney in
Fact
—
By: Aviva 3. Bush, Vice President
as authorized signatory pursuant to the Corporate
Resolution recorded in Official Records Book 47676, Page
1508 of the public records of Broward County, Florida
Title: Attorney -in -Fact, pursuant to the Special Power of
Attorney recorded in Official Records Book 47094, Page
377 of the public records of Broward County, Florida
day of March, 2011 by Aviva J. Push, Vice Preside'''.
of Green River Capital, LC, Attorney in Fact for BankUnited, who ( X ) is personally known to me or ( ) has produced
as identification.
r RHONDA K KITCHEN
Commission #579023
� PAy Commission Expires 9
June 3, 2013
`•• , „,, State at Utah J
Miro ma. .�`• , e•
. 1.153.0 staeW
N•;,- blic
PrintedNaa;c: tlrIONDA KITCHEN
My Commission Expires: it 1(2.0 t'7
, MAY 0 6 2011
Miami Shores ViliaDJ.-77:77-7'.
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA)
as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires
special attention to help protect life and property in the unfortunate event of a flood. Miami
Shores Village Flood Damage Prevention Ordinance requires that the Building Department
determine if a structure will be "Substantially Improved" prior to issuing any permits for
improvement or repair.
"Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention
Ordinance as follows:
"any reconstruction, rehabilitation, addition, or other improvement of a structure, the
cost of which equals or exceeds 50 percent of the market value of the structure before the "start
of construction" of the improvement. This term includes structures that have incurred
"substantial damage" regardless of the actual repair work performed."
The starting date to determine cumulative costs will be 12 months prior to the issuance of any
permit under consideration. All future work considered would require appropriate approvals prior
to construction. All cumulative costs will be re- evaluated at the time the permits are issued.
Q: Why was the 50% figure chosen as the substantial improvement threshold?
A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all
investment to structure in SFHA and 2) allowing structures to be improved in any fashion
without regard to the hazard present. In the first alternative there is potential for causing
hardship to those who have located in a SFHA without knowledge of the risk because the
structure was constructed prior to the designation of the area as flood prone. These individual
could not improve their structures as damage or age contributed to their deterioration. The
second alternative provides no mechanism to ensure that increased investment in SFHA will
receive needed protection from flood risk, thus contributing to the increased peril of life and
property. The threshold is thus a compromise at a halfway point.
"Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as
follows:
" the building value, which is the property value excluding the land value and that of the
detached accessory structures and other improvements on site (as agreed to between a willing
buyer and seller) as established by what the local real estate market will bear. Market value can
be established by an independent certified appraisal (other than a limited or curbside
appraisal, or one based on income approach), Actual Cash Value (replacement cost
depreciated for age and quality of construction of building), or adjusted tax- assessed values."
Note: The "Market Value" does not include the value of the land or other improvements on the
property. (ie: pool, gazebo etc.)
Created on June 2009
A
A "substantially improved" structure in a Flood Zone must be brought into compliance with
Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a
residential structure must be elevated to or above the level of the 100 -year or base flood and a
commercial structure must be effectively "flood proofed" and meet other applicable
requirements. These regulations are based upon the Federal Emergency Management Agency
(FEMA) requirements and affect your flood insurance costs. Existing residential structures can
be "substantially improved" by interior renovations or new additions or other improvements.
EXAMPLE: In order to determine whether a proposed construction project would be classified
as a substantial improvement, the market value of the building needs to be determined. This
value is found on the official tax assessor's card for the property or may be obtained by a
licensed property appraiser. That number is then divided by 2 to determine the substantial
improvement threshold.
Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth
of new construction /renovations and /or repairs before the house would have to be elevated
above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps.
It is the responsibility of the Building Department staff to ensure that the market value estimates
are accurate and the cost estimate reflects the actual costs to fully repair the damage and make
any other improvements to the structure. The staff requires that the permit applicant or owner of
the building supply the proposed construction cost estimate, or contractor's contract, to make
the determination. The staff then uses the latest "Means Square Foot Costs" and "Means
Construction Cost Data" books to determine the accuracy of the estimate. These are nationally
accepted manuals, which itemize all components involved with construction. The manual
provides adjustment rates to handle the varying construction costs throughout the country.
Q: What should be included in a contractor's estimate?
A: Basically, the only items that are not included in the cost include plans, specifications,
surveys and permit fees. All materials that are permanently a part of the structure should be
included in the cost estimate. These items include, but are not limited to: windows, doors,
hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings,
kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot
water heaters, heating and air conditioning systems, electrical work and labor. The cost of all
materials involved in new construction or replacing and restoring a structure to its pre- damaged
condition must be included. Even if volunteer labor or self -labor is used, it must be estimated
based on minimum -hour wage scales for the type of construction work that is done.
Created on June 2009
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: et AP/4 `V14(7 L"
PERMIT # N e 61-0 3
ADDRESS: /04V8 we li 47
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS: Z F r 20 U
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
OWNERS SIGNATURE: (/y
PLANREVIEWER:
DATE: jifriiu' /
V;ju litaWncai ala'/+re Se %v. c
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
SUBSTANTIAL IMPROVEMENT / DAMAGE LIST
(NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
Miami -Dade My Home Page 1 of 1
Summary Details:
Folio No.:
11- 2232 -028 -0630
Property:
10618 NE 11 AVE
Mailing
BANKUNITED
Address:
1
Living Units:
7815 NW 148 ST MIAMI
Adj Sq Footage:
LAKES FL
Lot Size:
33016-
Property Information:
Primary Zone:
1000 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
3/2
Floors:
1
Living Units:
1
Adj Sq Footage:
3,011
Lot Size:
9,750 SQ FT
Year Built:
1951
MIAMI SHORES
ESTATES PB 47 -58 LOT
Legal
13 BLK 4 LOT SIZE
Description:
75.000 X 130 OR 20185-
0785 01 2002 1 OR
27605-4632 0111 12
Assessment Information:
Year:
2010
2009
Land Value:
$58,443
$132,066
Building Value:
$247,804
$262,007
Market Value:
$306,247
$394,073
Assessed Value:
$254,525
$247,834
http: / /gisims2. miamidade .gov /myhome /propmap.asp
5/6/2011
PROPOS4 OF
SERV'CES
Subrr itted to:
Contact Info:
Address:
GRIR CONSTRUCTION INC. CGC1516136
Date: 1 4/28/2011
CK PROPERTIES SOLUTIONS LLC
305 -331 -0432
110618 NE 11 AVE MIAMI SHORES FL
We hereby% submit specifications and estimate as follows:
We offer the following limited warranty:
We pan to,start and finish this job in a continuous manner, unless special circumstances arise.
It is estimated to be
Refer to notes for specifics about this job.
IF PERMITS ARE REQUIRED FOR THE ABOVE REFERENCED PROJECT, OWNER WILL PAY AT HIS OWN
EXPENSES, ALL IMPOSED FEES ACCORDING TO FEE SCHEDULE BY MUNICIPALITY.
We propose to furnish:
In ac4ordai ce with specifications - All finish material to be selected, approved and supplied by client.
16 MONTHS
12 MONTHS CALENDAR
w P. - r111_
Atiti 11,1
A FINAL CONTRACT IS NOT REQUIRED. SIGNING THIS PROPOSAL CONSTITUTE APPROVAL TO PROCEED.
PROPOSE PAYMENT SCHEDULE
150% §EF E COMMENCEMENT, 50% UPON COMPLETION
CONTRA& AMOUNT: $26,700.00
TWENTY SIX THOUSAND SEVEN HUNDRED DOLLARS
All material is guaranteed to be specified. All work is to be completed in a workmanlike manner according to standard practices. All
alterations or deviation from above specifications involving extra cost will be executed only upon written orders, and will become an
>xtra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to
carry fire, tornado, and other necessary insurance. We are a Licensed and Insured General Contracting Company, registered in the
4tate of Florida. In the event GAIA Construction Inc. is forced into Litigation prompted by non - payment of contract, GAIA Construction
Inc. shall be entitled to full reimbursement of contract plus interest and all reasonable expenses. Any cancellations after initial and
deposit is made, must be in writing with an explanation of reason(s). Refund totals are determined based on work performed and /or
materials purchased, which are non - refundable at time of cancellation request. Refunds may take from 5 to 30 business days to be
processed.
This proposal may be withdrawn by us if not accepted within
NO 1FICATIONSIt
SCOPE: DF.MOLITION AND DRYWALL WORK BASED ON PLANS BY MOINO /FERNANDEZ ARCHITECTS
NEW DOOR ON WEST ELEVATION
NEW CONCRETE STEP ON EAST ELEVATION
KITC -IEN I iENOVATION
BATHROOMS REMODELING
ELECTRICAL AND PLUMBING AS PER DRAWINGS
NO ADDITIONAL STRUCTURAL WORK
NO ADDITIONAL WORK UNLESS SPECIFIED ON THIS DOCUMENT
XXXXX
XXXXX
GAIA Construction Inc. -- 915 NE 8th St.# 201 - Hallandale Beach, Fl — 33009
www.gaiagc.COm
ce1:954 -882 -2672 —fax: 954-239-3914
Email: gaiagc@hotmail.com
CK PROPERTY SOLUTIONS, LLC
209 NE 95TH St #7
MIAMI SHORES FL 33138
From the desk of:
Viju Koottungal, Manager /Member
305- 331 -0432
To: Miami Shores Village
Re: Permit RC -5 -11- 40857, 10618 NE 11 Av Renovation
On behalf of the firm, I authorize GAIA Construction, Inc. and GAIA subcontractors to perform
renovations per the subject permit.
Sincerely,
Viju Koottungal
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. //1eit�' Fa; TAX FOUO NO. iltb- e22
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
1111111 11111 1111111111 11111111111111111111111
CFi*1 2011R0326247
OR Bk 27692 Ps 2877f (1p9)
RECORDED 05/18/2011 11149:55
HARVEY RUVIN, CLERK. OF COURT
FIIANI -DARE COUNTY-p FLORIDA
LAST PAGE
Space above reserved for use of recording office
1. Legal description of property and street/address: Mi4$42 3fI 5 C %� S P� it 7 — S8 Lo r 13
L
2. Description of Improvement k tt►Qn f ixt romp de I i h j
3. Owner(s) name and address:
Interest in property: to o
Name and address of fee simple titleholder. sa -Nr.e
4. Co ctor's name, add = and phone number.
WSJ
S
5. Surety: (Payment bond required by owner from contractor, H any)
Name, address and phone number.
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
N - , e, address : p, • ne number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement
the capitation date Is 1 year from the date of recording unless a different date Is spedtIed)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(S) 01 Owners or Ownirfs)�y ' P orize�t Officer/Director/Partner/Manager
Prepared By � � 7/�J�/J Prepared By
Print Name fir+.
u (Cool -i-M -*- o ( Print Name I(// -r...,- !.fe,..T7'`" t #i r 2. CAP A-1.0 q ,-" $ /
Title/Office iWgrtd..G�.p�Yl?BV .OI^ Titie/Office. `,yrnve) g.e' /-14',,'1'`1 ;s/�G
STATE OF FLORIDA
COU OF
D rE
166111 AI
ioyvledged before me.thls t U day of
• ually, or 4 as for
0 Personally known, or - produced the following type of Identt8
Signature of Notary Public:
Print Name:
(SEAL)
U
E
9
0
1
Mall171:51/411111,5 TVA
Under penaltles of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
NOTARYFOLIC t$ OF IZORWA
4 Claudia V. Cubillos.
IWires: Coommissio DD71 23, 2011
°4m r -
Signature(s) of Owner(s) or er(s)'s Auth razed Ofticer/Director/Partner/Mmtager who signed above:
tR.e,.52 PAGE
By
! LEI f1 5. ; r! t: li'. 1) '•