FW-11-1943nspection Number: INSP - 177414 Permit Number: FW -10 -11 -1943 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: November 29, 2012
Inspector: Bruhn, Norman
Owner: POLANCO, DEYSI
Job Address: 1183 NE 91 Terrace
Miami Shores, FL 33138-
Project: <NONE>
Contractor: DISTINCTIVE HOMES
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Masonry
Phone Number
Parcel Number 1132050010200
Phone: (305)279 -2088
Building Department Comments
MASONRY WALL CONSTRUCTION AROUND THE POOL
OK TO EXTEND PERMIT 8/10/12 NB
Passed //41f
iy
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 165705. Gates require and
inspected prior to filling pool.
Wall must be a minimum of 4' high
7`
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
December 03, 2012
For Inspections please call: (305)762 -4949
Page 1 of 1
February 17, 2012
Village of Miami Shores
Building and Zoning Department
10050 NE 2nd Avenue
Miami Shores, Florida
Attn: Building Official
Re: Residence
1183 NE 91St Terrace
Miami Shores, Florida 33138
Dear Sir;
Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
Permit # FIN 10 -11 -1943
This letter is to advise that the property wall should be 5' -0" high instead of the 4' -0" height as
shown on the approved plans. The wall at 5' -0" in height will be structurally sound and secure
with the same approved details.
Please call if we can provi• a any additional information.
Very trul you
E and A. L n , P.E.
President
7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355
BUILDING
PERMIT APPLICATION Master Permit No
FBC 20
Permit Type: BUILDING �y�, ROOFIING
V
OWNER: Name (Fee Simple Titleholder): 6YSI PC)/ ANC d Phone #:
Address: 82.4 7 Sd Ns,e4 Sit"
City: S via Pt se State: F L . Zip: 33 322
Tenant/Lessee Name: Phone #:
Email:
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
Permit No. tit 1) 4°t4
'(
JOB ADDRESS: 11 83 j g/
City:
Folio/Parcel #:
Miami Shores
113',20 5 0o t0)0 o
County:
Miami Dade Zip:
Is the Building Historihally Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: ` '1 NG?' 1V 4 omES Phone#: f3OS) 2157''%, SS
Address: .5"-c3 5 5- S W. /12•• P City: M/ A Nit / State: P L. Zip: 331 6 S
Qualifier Name: r O5( Ft . 's�sZ Phone #:(7 $) 36 7-.2r98
State Certification or Registration #: C:6 C 037 Si'l Certificate of Competency #:
Contact Phone #: Email Address: %4.%c,(4. Ill? Q 0.0 . COSA
DESIGNER: ArchitectlEngineer: Phone #:
Value of Work for this Permit: $ 24 goo Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration New ❑Repair/Replace
Description of Work: C. 65 (4 A CAL
❑Demolition
*** x. ******+ x*** *** * ***********+x***** **** Fees * *** *************** ** ***** ** **+x**+x+x*** ******
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ _ _ _ Training/Education Fee $
ouble Fee $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 estima
promise in good faith that a copy of the notice of commencement and constructio
whose property is subject to attachment. Also, a certified copy of the recorded
for the first inspection which occurs seven (7) days after the building pe
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledge, before me this Z k
day of (;i®l1/' , 20 11 ,, by " "
who is personally known to me or who has produced
As identification and who did take an oath.
NOTAR
PralT12 GO 'roiEZ
Sign: `' 4-r,'
Print: '1_14, %c -v A4 1-
My Commission Expires:
SS1ON # DDZ5 4166
January 23, 2013
;- ex. co.
ed value exceeding $2500, the applicant must
chur' 'e delivered to the person
posted at the job site
h posted notice, the
en law
otice of comet
11 is issued. In
Signature
tractor
The foregoing instrument was acknowledged before me this h
day of 0Aater , 20 if , by fie. 6611 2
who is ,personally known to me or who has produced
fun.e.A.,Akl-ANAFgativiranchvlittitfid take an oath.
NOT jOME Z
1951 lSk3�A;:.:SS:ON DD8G4166
EJC&'iR ; • Janunly 25, 2013
tary 191sa?ent ,Usoc. Co.
My Commission Expires:
** **** ****** ********** *****m** **************** **** * ***** ************* **** **** :: ** ** ****** * :*m m*********
APPROVED BY 6 S 4" Plans Examiner �% , 76/ Zoning
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
Distinctive Homes
5535 S.W. 112th Court
Miami, Florida 33165
August 3, 2012
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, Fl. 33138
RE: Permit FW -10 -11 -1943
To Whom It May Concem:
RECTPVED
AUG C $ 2bi
The above permit was never called for a final due to the delays in obtaining a pool
permit. A small section was left unfinished so the pool contractors could do their work.
During this time the wall permit expired (a couple of weeks ago) without my knowledge,
the notification went to the address not the contractor of record The wall will be ready
for final this week.
Can the permit be extended in order to get a final on the wall or do I need to get a new
permit? Please let me know, thank you. My cell number is (786) 367 -2598.
'F<- - 3 Tbtc-"-t-'
Office: (305) 279 -2088 Fax: (305) 279 -2066
Distinctive Homes
5535 S.W. 112th Court
Miami, Florida 33165
October 31, 2011
Mr. and Mrs. Ralph Miser
1214 NE 92 Street
Miami Shores, 33138
As per our conversation on Friday, October 28, 2011, the wall that we are building at
1183 NE 91 Terrace will be stuccoed and painted on your side of the property.
A copy of this letter will be delivered to the Village of Miami Shores Building
Department and the may also require a phone call from you to confirm that we have
agreed on the wall issue.
0 �
Jose 1 G , ez
Office: (305) 279 -2088 Fax: (305) 279 -2066
..... •• •
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ricak
E. #038398
(305)823-3938
•
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1/4
Edward A
LANDERS, RE.
CONSULTING ENGINEERS
P.E. #038398
(305)823-3938
. •
C4-c-c5
TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic
Concrete Masonry Wall Properties Steel Reinforcement Properties
8 in E, 29,000,000 psi
LT, Effective Depth d = 3.8125 in Fr 60,000 ' pet (Table Arranged by Increasing MR)
Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wail
t'm = 1,350 psi:
•
I t'm = 1,500 psi
Bar
Size
Bar
Spacing
(in)
As
(in2/ft
hag
(in- lb /ft)
= =
. =
Bar
Spacing
(in)
A,
(in2 ft)
MR
(in -lb /ft
Bar
Size
Bar
Sparing
in)
A,
(1n2)
MR
(in-lb/ft)
Bar
Size
. Bar
- Spacing
(in)
A,
(In2/R)
MR
(in -tb /ft)
8
8
1.19
20,072
4
24
0.10
8,311
8
8
1.19
21,860
8
•72
0.13
8,928
7
8 •
0.90..19,008
8
72
0.13
8,310
7
8
0.90
20,647
4
24
0.10
8,348
6
8
0.66
17,730
6
56 .
0.09
7,804
6
8
0....
9,201
7
72
0.10
8,11.4
8
16
0.59
18,609
5
40
0.09
7,753
8
16
0. - .
18,055
6
56
0.09
7,840
5-
8
' 0.47
16221
7
72 •
0.10
7,582
5
8
0.47
17,511
5
40
0.09
7,786
7
16
0.45
15,650
6
64
0.08
6,829
7-
' 18
0.45
16,963
6
64
0.08
6,860
8
24
0.40
15,040
5
48
0.08
6,508
8
24
0.40.
16,306
8
96
0.10
8,696
6
16
0.33
14,499
4
32
0.08
6,306
6
16
0.33
15,660
6
48
0.08
6,534
• 4
8
0.30
14,301
8
98
0.10
6,232
4
8
0.30
15,381
4 ,
32
0.08
8,331
7
24
0.30
14,067
6
72
0.07
6,070
7
24
0.30
16,198
6
72
0.07
6,097
8
32
0.30
13,987
'
7
96
0.08
5,687
8
32
0.30
15,118
7
96
0.08
6,086
8
40
0.24
13,180
• 6
58
0.07
5,578
8
40
0.24
14,181
5
66
0.07
6,600
5
16
.0.23
13,134
4
40
0.06
, 5,086
5
16.
0.23
14,127
8
120
0.08
6,367
7
32
0.23
12,972
8
120
0.08
4,986
7
32
023.
13,963
4
• 40
0.06
5,104
8 .
48...._..
20
6_._..
96.-._-
-0:06_
_4;582
..8
48 ._..__0:20._
13392.,_
.'7.....__120
__._
0.06_-
...4;865.
12,46
7
40
0.18
' 12,103
7
120
0.06
4,549
7
40
0.18
12,982
6
96
0.06
4,573
6
32
0.17
11,758,
6
72
0.06
4,339
6
32
0.17 _
12,592
.. 5
72
0.05
4,358
5
24
0.16
11,508
4 .
48 •
' 0.05
4,264
5
24
0.18
12,315
4
48
0.05
4,278
7
48
0.15
11;374 '
4.
56
0.04
3,655
4
16
0.15
12,171
4
56
0.04
3,867
4
16
0.1.5
11,374
6
120
0.04
3,642
7
48
0.15
12,171
6
120
0.04
3,658
6
40
0.13
10,830
5
96
0.04
3,254
8
56
0.17
11,479
5
96
0.04
3,267
8
58
0.17
10,684
4
.64
•0.04
3,198
6 ' '
40
0.13
10,888
4
84
0.04
3,209
7
86 '
, 0.13
9,749
4
72
0:03
2,843
7
58
0.13
10,432
• '4
72
0.03
2,862
5
32 '
0.12
9,598.
, .5
120
0.03
2,603
8
64
0.16
10,044
5
120
0.03
2,614
8
64
0.15
9,349
4
98
0.03
2,132
5
32
0.12
9,643
4'
98
0.03
2,139
6
. 48
0.11
9,105
4
' 120
0.02
1,706 -
Lrwum
Bakiia
, 4.
120
0.02
1,711
7
64
0.11
8,530
.1 1 =,. :
m a 1,350 psi
ma 1,500 psi
Reinforced Concrete Masonry Design Aids
WINDO5 v1 -12
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E.
Description: _ _. ..__ _
Structure Type
r jtit >aa
Basic Wind Speed (V)
Struc Category (I, II, ill, or l
Exposure (B, C, or D)
Struc Nat Frequency (n1)
Kd (Directonality Factor)
'Width Structure Ht (Ht)
'Width Perp. To Wind Dir (B
,Width Paral. To Wind Dir (L
Other
146
li
c
1
0.85
6.00
1.00
0.87
Hz
ft
ft
ft
Type of Structure
Height/Least Horizontal Dim
Flexible Structure
I 6.90
No
icula a l „Parati Ott*
Importance Factor 1 1
Hurricane Prone Region (Y >100 mph)
Table 6 -2 Values
Alpha =
9.500
9
900.000
Bm =
cc=
1=
Epsilon =
Zmin =
0.105
1.000
0.650
0.200
500.00 ft
0.200
15.00 ft
Ri-gitl
Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85
Zmin
Cc *(33/z)^0.167
iftiV
0.85
I *(zm/33)AEpsiion
(11(1 +0.63*( B +Ht)/Lzm)^0,63) ^0.5
0.925* 1 +1;7 *Izm *3.4 *Q /(1 +1.7*3.4 *Izm)) -
..
Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E.
15.00 ft
0.2281
427.06 ft
0.9772
0.9130
0.85
Page No. 1 of 3
V
Elev. Kz
ft
WINDO5 v1 -12
Detailed Wind Load Design (Method 2) per ASCE 7-05
Design Wind Pressure - Open Buildings and Other Structures
15 0.85
Kzt
1.00
Qz
IbfftA2
39.37
Wind Pressure based upon different Cf's (Ib/ft"2)
Sign Case A
&B
1.54
51.56
a ??
0.00
0.00
fl?
0.00
0.00
0.00
0.00
a ??
0.00
0.00
Note: 1) User must select shape factors from the appropriate tables, and enter within this table.
Figure 6 -10 - External Pressure Coefficients, GCpf
Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft
Kh = 2.01 *(15 /zg) ^(2/Alpha)
Kht = Topographic factor (Fig 6-2)
Qh = 0.00256 *(V)^2 *ImpFac *Kh *Kht *Kd
Theta = Angle of Roof
0.85
1.00
39.37
11.8 Deg
* p = qh * (GCpf - GCpi)
.
-27.77
-13.59
Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E.
0.00
0.00
Page No. 2 of 3
Wind Pressures on
Main Wind Force Resisting System
Surface GCpf
+GCpi
-GCpi
qh
ps
Min P
'ti -
Max P
',
1 0.46
f
0.18
-0.18
39.37
10.98
25.16
2 -0.69
0.18
-0.18
39.37
-34.26
-20.08
3 -0.42
0.18
-0.18
39.37
-23.62
-9.44
4 -0.35
0.18
-0.18
39.37
-21.00
-6.83
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 0.70
0.18
-0.18
39.37
20.32
34.50
2E -1.07
0.18
-0.18
39.37
-49.22
-35.04
3E -0.60
AP _n r4
0.18
n • .
-0.18
-
39.37
_ _ _
-30.81
-16.64
* p = qh * (GCpf - GCpi)
.
-27.77
-13.59
Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E.
0.00
0.00
Page No. 2 of 3
WINDO5 v1 -12
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Figure 6.20: Wind Loads for Solid Signs And Freestanding Walls
CaseA
Case B
Wind
Range
Ht - Height of Sign = 6.000 ft
B - Horizontal Dimension = 1.000 ft
S - Vertical Dimension = 6.000
Bs - Ratio of B / S 0.17
Sh - RatioofS /Ht= 1.00
Cf - Shape Factor = 1.54
!i— 01B
0..B-
4
:-1)\
Wind
Rarge
E- ratio of solid area to gross area
Wind Pressure al Elevation =
Kz=
Kzt=
Qz =
Wind Pressure =
91 %
6.000 ft
0.85
1.00
39.37 lb/ft"2
51.55 ib/ft^2
Notes: 1) Signs with openings comprising less than 30% of gross area are considered solid signs
2) Case C only applies when Bs >= 2.
Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E.
Page No. 3 of 3
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
MIAMI SHORES VILLAGE
NOTICE TO BUILDING DEPARTMENT
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
I (We) have been retained by OA Po C.r�t�-3 [.c) to perform special inspector services under
the Florida Building Code at the (8 3 e q /sf sr' project on the below listed structures as of
(date). I am a registered architect or professional engineer licensed in the State of Florida.
PROCESS NUMBERS:
❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20)
❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2)
> SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4)
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2)
❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1)
❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACH Mg FBC 1927.12 (R4405.9.12)
❑ SPECIAL INSPECTOR FOR 91s+e µµ//
Note: Only the marked boxes apply. l
The following individual(s) employed by this firm or me are authorized representatives to perform inspection *
1. 2.
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
Iicensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program; successful completion of the NCEES'
Fundamental Examination; or registration as building inspector or general contractor.
I, (we) w>v notify Miami Shores Village BuiIding Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Spada! Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code, must be performed by the County. The V IIage building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project mated above meet the intent of the Florida Building Code and are in
substantial accordance l' the :.proved plans.
Signed and Seal -"� / EngineerlArchitect
Name 6C,*YL 7 1.4170amf
Address 7PSa /Jw (ic " 57 ar,50?
ATE: 0 ()wt L44€0✓',R. 3'3af6
TE: q —
?.0t t Phone No. 3e s— p2.3 - 3 ?a g
0 39°3 61'
Created on 6/10/2009