BPP-14-280Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Te • (J5 756-8972
305) 762-4949
9 'r 7 v w :.r.
AUG 0/7 20%
Y:
FBC 20
BUILDING Master Permit No.�P-
PERMIT APPLICATION Sub Permit No. w I ` ^ 81t7)19
LDfNG ❑ ELECTRIC ❑ ROOFING EVt) ❑ EXTENSION ❑RENEWAL
❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ���� �' � 02
City: Miami Shores County: Miami Dade Zip: X1151
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
r�, r
OWNER: Name (Fee Simple Titleholder):_ ��w/I�+ � ' i `' - Phone#: �Iaa .ti'D> -/O'npl�
Address: /Oras /JLAJ LAV
City: r -T L(7_1 7
Tenant/Lessee Name:
Email
ACTOR: Company Name:
r/
Address: 343,2
State:
ne#:
p: .33/570
1
City: A -A r'?<?a 0 State: 'Irz, Zip:
Qualifier Name: Phone#: T'
State Certification or Registration M Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 10540 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
leN,ofWork:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $rj °l_ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $ +l
TOTAL FEE NOW DUE $ G w
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 commencementand construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. I
Signature.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of
me or who has produced
20 by
who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Print:
as
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
-30 day of 144Y 20�� by
o r'vs who/is personally known to
e or who has produced as
identification and who did
NOTARY PUBLIC:
Sign:'
Print:
N UfARY PUBLIC•STATE OFIAORIDA
Seal: Seal: ,•"" Maria Stella Jimenez R.
Commission # EE123048
s•,,,,,,,r°y Expires: AUG. 17,201S
BONDED THRU ATLANTIC BONDING CO., INC.
APPROVED BY G� Plans Examiner Zoning
Structural Review Clerk
(RevisedO2/24/2014)
Lopez Professional Engineering LLC.
Maria E. Lopez P.E 4 60157
525 SW 63 Ave
Miami,F133144 AU 0 7 20%
Ph -786-380-0734
PROJECT: NEW WOOD FENCE AT:
10528 NW 2 AVE
MIAMI SHORES, FL
STRUCTURAL CALCULATION
INDEX: PAGE;
I - Wind Load Calculation.. ....... ...... ... 01-02
2- 2"x6" Wood Rail Design ......................... 03
3 -Foundation Design......................................... 04
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Maria E. Lope',
Llc. # 60157
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MECAWind Version 2.1.1.4 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright X014
Date 5/24/2014 Project No.
Company Name Lopez Professional Eng. LLC. Designed By R.G
Address 525 SW 63 AVE Description Wood Fence
City :`MIAMI Customer Name
State FL Proj Location 10528 NW 2 AVE, MIAMI
SHORES,F
Filc Location: C:\Program Files (x86)\MECAWiad\Default.wnd
Other Structures & Building Appurtances WAFRS (Ch
29)
All pressures shown are based upon ASD Design, with a load Factor
of.6
Basic Wind Speed(V) = 75.00 mph
Structural Category _ I Exposure Category
= C
Natural Frequency - N/A Flexible Structure
_ No
Importance Factor = 1.00 Kd Directional Factor
= 1.00
Alpha - 9.50 Zg
= 900.00 ft
At _ 0.11 Bt
- 1.00
Am = 0.15 Bm
= 0.65
Cc = 0.20 1
500.00 ft
Epsilon - 0.20 Zmin
= 15.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 =
0.85
Gust Factor Category It Rigid Structures - Complete Analysis
Zm: 0.6*Ht =
15.00 ft
izm: Cc*(33/Zm)^0.167
0.23
Lzm: 1*(Zm/33)^Epsilon _
427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^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 Structure
Elev Kz Kzt qz W_Pres cf( 1.44)
ft Psf Psf
5.00 0.85 1.00 7.334 9.00
Note: W Pres Cf is Wind Pressure based on CE(Force Coefficient)
F crure 29.4-1. Wind Loans for Solid Signs & Freestanding Walls
Caw A
Cast
Cf - Force Coefficient = 1.44
Rd - Reduction Factor (1-(1-F)^1.5} 0.97
Kz 0.85
Rzt 1.00
Qz 7.334 psf
Wind Pressure at Elevation 5 ft = 8.995 psf
Notes: l) Signs with openings comprising < 3o`k of grass area are considered solid
signs
2) Force Coefficients for solid signs with openings shall be multiplied by Rd
3) 'Case C only applies when Be >= 2
PROJECT OWO {- SUBJECT Z.X G'. SHEET No. OF
L 5/z Zak JOB No.
BY DATE
Wow G1 c
2.
5qe_
%A)�
2
]LJ�Qr-Jc�i
P-SS
i 7�- PS S
�- max' RFA vu F
Description POST WOO
General Information
Allow Passive
Max Passive
Load duration factor
Pole is Circular
Diameter
No Surface Restraint
Moments @ Surface...
Point load
Distributed load
Without Surface Restraint...
Required Depth
Press @ 113 Embed...
Actual
Allowable
1,500.00 Psf
1.000
12.000 in
Code Ref: 1997 UBC section 2907g2, 2003 IBC 1805.7.2, 2003 NFPA 5000 36:4.3
Applied Loads..:
Point Load
0.00 lbs
distance from base
0.000 ft'
Distributed Load
36.00 *ft
distance to top
5.000 ft
distance to bottom
0.004 ft
0.00 ft- Total Moment 450.00 NF
450.00 Total Lateral 180.00 lbs;
3.125 fit
256.39 psf
257.59 psf E
PAI
0 EA
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/ < i
7 T l: w C... C: (/ t r CERTIFlCATEM QF 0L1.W&IZAT161f 28 4 (/)
LO �5 Z tV W A, ,/ (F MARIA E LOPE4 p 0 4J
525 S.W. 63rd E f*�
4 ` ( ,r� t� MIAMI. FL 33144 , �5, t _ ✓ °• 0♦
V
, TEL.: (766)380-0`IP4 a, •;
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