FW-11-1632Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 167420
Scheduled Inspection Date: March 05, 2012
Inspector: Bruhn, Norman
Owner: NORTELUS, CONCEPTIA
Job Address: 9119 N MIAMI Avenue
Miami Shores, FL 33138-
Project: <NONE>
Contractor: TJ OF MIAMI INC
Permit Number: FW -9 -11 -1632
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Iron/Ornamental
Phone Number (305)751 -8738
Parcel Number 1132060130070
Phone: (786)499 -9971
Building Department Comments
INSTALL OF WROUGHT IRON FENCE
Passed }�j/Lg `�
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 166304. CREATED AS
REINSPECTION FOR INSP - 164128. PROVIDE PLANS AND PERMIT. NB
Same comments. NB
March 02, 2012
For Inspections please call: (305)762 -4949
Page 9 of 30
■A\
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
RECE
SEP A2 011
Permit No.
g 1- °`2
Master Permit No.
Permit Type: BUILDING ROOFING 1002�
OWNER: Name (Fee Simple Titleholder) (_ e e l / A. Phone #: �`C-J 3
Address: g I l q IV 4-111 &` ∎t 1
City:L4 () 4 ca(2 S State: V . C:317-1 OP. Zip:''3 1
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS:
City:
Folio/Parcel #:
Miami Shores
County:
Miami Dade
Zip:
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name: 1 a
Address: (b'2 ( N w 2,i90
NO
Flood Zone: ('3 C)
D ' • 11. f D"' 1 (Y) ( Phone#: 9 V- /9,—?f
City: P-1(° a vt I' r State: °S 1' 53/ Z1 Zip: 33 J
Qualifier Name: � � S • ' , (aye,, Phone #: �r
State Certification or Registration #: Certificate of Competency #:.
Contact Phone #: 7 ,— L4. 3.7 12 (/5 Email Address:
DESIGNER: Architect/Engineef' - Phone #:
Value of Work for this Permit: $ 60 )9® Squ e/Linear ootage of Work:
Type of Work: ❑Addition ❑Alteration New
tt
Description of Work: ( e
❑Repair/Replace ❑Demolition
NZh kg 4 ro.A.sca
+xa:***+x***+x +********** ******* **• x******** Fees************ *****+ x*** **** *******.x**a:**.x *****
a4
Submittal Fee $ Permit Fee $ ) d 6 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ 1
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) /
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address l
City State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 property is subject t attachment. .lso, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspect whir occ . 's (7) days after the building permit is issued. In the abse ce of such posted notice, the
inspection will n be app r ved ' nspection fee will be charged.
Signature / \
Owner or Agent
The foregoing
day of
who is perso allytown t T►
forme this ' Z-
end
As i tification and who did take an oath.
NOTARY P
Sign:
Print:
My Commission Expires:
Signature
The foregoi
day of
who is person
NOTARY '
Sign:.
Print:
d beffit me thist2—
• )i ,r;1
p2ollyced
cation and-Wd take an oath. ,
My Commission Expires: o'l 2b �5
************ *** *********** ** ********* ** **+ r************* ***** *+ x+ x*** *m********************** *****
APPROVED BY ` `7 Plans Examiner
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
7,77
**********
//' Zoning
Clerk
•
0 2 s
ASCE 7 -05
Date : 8/27/2011
Company Name : ARSHAD VIQAR P.E.
Address : 13876 SW 56 ST #452
City : MIAMI
State : FL., 33175
File Location: C: \Projects \Proj -07 \LESS \FENCE
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Ht: Ht above Grade
L: Width Parallel to Wind
W: Width Perpendicular to
Elev
0.90)
ft
Project No.
Designed By
Description
Customer Name
Proj Location
.wnd
User Input
146.00 mph
II
N/A
1.00
9.50
0.11
0.15
0.20
0.20
10.00 ft
Direction
Wind Direction
: F 11 -08
: LES GAILLARD
: FENCE VIOLATION
: CECIL C & CONCEPTIA NORTELUS
: 9119 N,. MIAMI FL 33138
Data:
Structure Type
Exposure Category
Flexible Structure
Kd Directional Factor =
Zg
Bt
Bm
1
Zmin
= Other
= C
= No
1.00
= 900.00 ft
• 1.00
• 0.65
= 500.0.0 ft
= 15.00 ft
• 20.00 ft
• 0.20 ft
Main Wind Force Resisting System(MWFRS)
Kz Kzt qz
psf
W Pres Cf( 1.80) W Pres Cf( 1.30) W Pres Cf(
psf
psf
psf
10.00 0.90 1.00 49.215 75.30
10.00 0.90 1.00 49.215 75.30
54.38
54.38
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
37.65
37.65
Figure 6 -22: Force Coefficients for Open Signs & Lattice
Description Flat -Side
Force Coeff.
e- Solidity Ratio
Cf -Force Coeff.
Kz
Kzt
Qz(psf)
Elevation (ft)
Wind Pres.(psf)
0.200
1.800
0.902
1.000
49.215
10.000
75.299
D< =4.28 D >4.28
0.200
1.300
0.902
1.000
49.215
10.000
54.383
0.200
0.900
0.902
1.000
49.215
10.000
37.649
Notes: 1) Signs with openings comprising >30% of gross area are considered open signs
2) e - Ratio of solid area to gross area
3) D•- Diameter of typical round member
Low Rise Bldg Provisions per Fig. 6 -10: MFRS Transverse Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1
2
0.4 0 0 49.21
-0.69 0
0 49.21
19.68
19.68
-33.95 -33.95
•
•
3 -0.37 0 0 49.21 -18.21 -18.21
4 -0.29 0 0 49.21 -14.27 -14.27
5 -0.45 0 0 49.21 -22.14 -22.14
6 -0.45 0 0 49.21 -22.14 -22.14
1E 0.61 0 0 49.21 30.02 30.02
2E -1.07 0 0 49.21 -52.65 -52.65
3E -0.53 0 0 49.21 -26.08 -26.08
4E -0.43 0 0 49.21 -21.16 -21.16
1T * * * * 4.92 4.92
2T * * * * -8.49 -8.49
3T * * * * -4.55 -4.55
4T * * * * -3.57 -3.57
Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0.4 0 0 49.21 19.68 19.68
2 -0.69 0 0 49.21 -33.95 -33.95
3 -0.37 0 0 49.21 -18.21 -18.21
4 -0.29 0 0 49.21 -14.27 -14.27
5 -0.45 0 0 49.21 -22.14 -22.14
6 -0.45 0 0 49.21 -22.14 -22.14
1E 0.61 0 0 49.21 30.02 30.02
2E -1.07 0 0 49.21 -52.65 -52.65
3E -0.53 0 0 49.21 -26.08 -26.08
4E -0.43 0 0 49.21 -21.16 -21.16
1T * * * * 4.92 4.92
2T * * * * -8.49 -8.49
3T * * * * -4.55 -4.55
4T * * * * -3.57 -3.57
•
•
Date
Company Name
Address
City
State
File Location:
ASCE 7 -05
: 8/27/2011
: ARSHAD VIQAR P.E.
: 13876 SW 56 ST #452
: MIAMI
: FL., 33175
C: \Projects \Proj -07 \LESS \FENCE.wnd
Project No. : F 11 -08
Designed By : LES GAILLARD
Description : FENCE VIOLATION
Customer Name : CECIL C & CONCEPTIA NORTELUS
Proj Location : 9119 N,. MIAMI FL 33138
Detailed Wind Load Design(Method 2) per ASCE 7 -05
= 146.00 mph Structure Type = Other
= II Exposure Category = C
= N/A Flexible Structure = No
= 1.00 Kd Directional Factor = 1.00
Zg = 900.0'0 ft
Bt = 1.00
Bm = 0.65
1 = 500.00 ft
Zmin = 15.00 ft
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Ht: Ht above Grade
• 9.50
• 0.11
• 0.15
• 0.20
• 0.20
= 10.00 ft
L: Width Parallel to Wind Direction = 20.00 ft
W: Width perpendicular to Wind Direction = 0.20 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6 *Ht = 15.00 ft
lzm: Cc *(33/Zm)A0.167 = 0.23
Lzm: 1 *(Zm /33)AEpsilon = 427.06 ft
0: (1/ (1+0.63 *((B+Ht) /Lzm)A0.63)) "0.5 = 0.97
Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.91
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 =
0.85
Design Wind Pressure - Other Structures
Elev Kz Kzt qz W Pres Cf( 1.80) W Pres - Cf( 1.30) W Pres - Cf(
0.90) - - -
ft psf psf psf psf
10.00 0.90 1.00 49.215 75.30
10.00 0.90 1.00 49.215 75.30
54.38
54.38
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
37.65
37.65
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 D< =4.28 D >4.28
Force Coeff.
0.200
1.800
0.902
1.000
49.215
10.000
75.299
0.200
1.300
0.902
1.000
49.215
10.000
54.383
0.200
0.900
0.902
1.000
49.215
10.000
37.649
•
•
•
Notes: 1) Signs with openings comprising >30% of gross area are considered open signs
2) e - Ratio of solid area to gross area
3) D - Diameter of typical round member
•
•
Basic Load Cases
'rection
•
Transverse Di ton Longiti
Torsional Load Cases
Direction
Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0.4 0 0 49.21 19.68 19.68
2 -0.69 0 0 49.21 -33.95 -33.95
3 -0.37 0 0 49.21 -18.21 -18.21
4 -0.29 0 0 49.21 -14.27 -14.27
5 -0.45 0 0 49.21 -22.14 -22.14
6 -0.45 0 0 49.21 -22.14 -22.14
1E 0.61 0 0 49.21 30.02 30.02
2E -1.07 0 0 49.21 -52.65 -52.65
3E -0.53 0 0 49.21 -26.08 -26.08
4E -0.43 0 0 49.21 -21.16 -21.16
1T * * * * 4.92 4.92
2T * * * * -8.49 -8.49
3T * * * * -4.55 -4.55
4T * * * * -3.57 -3.57
Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0.4 0 0 49.21 19.68 19.68
2 -0.69 0 0 49.21 -33.95 -33.95
3 -0.37 0 0 49.21 -18.21 -18.21
4 -0.29 0 0 49.21 -14.27 -14.27
5 -0.45 0 0 49.21 -22.14 -22.14
6 -0.45 0 0 49.21 -22.14 -22.14
1E 0.61 0 0 49.21 30.02 30.02
2E -1.07 0 0 49.21 -52.65 -52.65
3E -0.53 0 0 49.21 -26.08 -26.08
4E -0.43 0 0 49.21 -21.16 -21.16
1T * * * * 4.92 4.92
2T * * * * -8.49 -8.49
3T * * * * -4.55 -4.55
4T
*
-3.57 -3.57
Notes: 1) Min P = qh * (GCPf - ( +GCpi))
Notes: 2) Max P = qh * (GCPf - (- GCpi))
Notes: 3) * For Torsional Load Cases, the zones are designated with a "T ".
The pressures(Min P & Max P) are 25% of the full design wind
pressures(Ld Case 1T= 25 % *1(ld case 1),2T= 25 % *2,3T= 25 % *3,4T= 25 % *4).
Exceptions to Torsional Load Cases: One story buildings with mean roof
height < =30 ft(9.1m), buildings with two stories or less framed
with light frame construction, and buildings two stories or
less designed with flexible diaphragms need not be designed
for the Torsional Load Cases. (Note 5 of Figure 6 -10)
•
•