WS-17-1139 �gt!OKi y` Miami Shores Village
rmr Tj!pe:.W� wsJSiiultters.
5 <y 10050 N.E.2nd Avenue NE
�... �...� Work Glassrfieat�e�r�. ars # it
Miami Shores,FL 33138-0000
Permit StaPPRC3 � ..
Phone: (305)795-2204
�LORiDp
612212017 - Expiration: 11/1812017
Y
Project Address Parcel Number Applicant
1158 NE 92 Street 1132050270440
Nt�VJt1Rv NiILLINGHAM
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Celt
['�H!OWARD WILLINGHAM 1158 NE 92 Street
MIAMI SHORES FL 33138-2935
Contractor(s) Phone Cell Phonez-
PRECISION DOOR SERVICE (786)516-2772 (561)800-6063
I Valuation• $ 1
,948.00
! Total Sq Fav-r: 112
Type of Work:REPLACE 2 8X7 GARAGE DOORS Mvaiiabie Inspections:
No of Openings:2 Inspection Type:
Additional Info:
Fi•�al
Classification:Residential _''-
Review Building
Scanning:3 (Review Building
bra .
Mau
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# WS-4-17-63807
DBPR Fee $2.00
DCA Fee $2.00 04/25/2017 Credit Card $50.00 $86.20
Education Surcharge $0.40 05/22/2017 Credit Card $86.20 $0.00
Permit Fee $120.00
Scanning Fee $9.00 I
Technology Fee $1.60
Total: $136.20
In consideration of the'issuance to ^iP of 0,m herrr !, I agree to perform the work covered hereunder in r^- ' ante vd4h �II ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the piul er auih,ritias of Miami Shores Village. In
accepting this permit I assume responsibility for all � ork done by either myself, my agent, servants, o: employes I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICA..,WINDOWS,DOORS,ROOFING and SWIMMING POOL wor
OWNERS AFFIDAVIT: I certify that all the foregoinc information is accurate and that all work will be done in Corr Iianc:�with all applicable laws regulating
construction a 710ning. th more,I authorize the<bove-named contractor to do the work stated.
Me 122, 2017
Autho ed ature. caner / Applica ;t / Contractor / Agent )ata
Building Department Cop V
May 22,2017 - —- - — --- -------_ -__- 1
W)k�Ul rim kuw- zzss
3&n/- s� Iv - Ro-4
Miami Shares Village
Building a g D epartment
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 ..�
INSPECTION LINE PHONE NUMBER:(30S)762-4949
�F"BCC 20 Iq
BUILDING Master Permit No. 's
PERMIT APPLICATION Sub Permit No.
BUILDING ® ELECTRIC ROOFING E] REVISION Q EXTENSION QRENEWAL
F-1 PLUMBING ®MECHANICAL ®PUBLIC WORKS ® CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: t) N C 9 A S i
QW: Miami Shores County: Miami Dade Zip: 13R
Folio/Parcel#: R0 S- (0 a--:� - o L)L4 O Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): (-Adw u,9 N I6D%L-L.�N Lc-1AAYA Phone#: 305- ?5 I- 8 L,(�d
Address:_ NC. 9' S-s
City: I'Y %AMe State: Fl, zip: 33135
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#: 3�1-5-71n - ��3
Address: I as 4S �►� I a$' S't S'u i-rjF 3 0-!
City: A M State: G L- Zip: 3 (o
QuallfierName: NIL-L-%AW1 Phone#: 3257 -So;? 4a,-�a
State Certification or Registration#: ;x Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
va
Value of Work fort__!
this Pen?rdt:$ tt-��1,���'. Square/Linear Footage of Work: 1 12
Type of Work: n Addition Alteration ❑ New 13 Repair/Replace Q Demolition
Description of Work: RE >u, "C-E ; 8` x -T (S-AP-Acz-e is
Specify color of color thm We:
Submittal Fee$ � ` Permit Fee$ CCF$ co/cc$
Scanning Pee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ TrainhWEducation Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
f B016ditcg Company's Name(if applicable)
Bonding Company's Address
City
State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Z'P
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 seed for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNZWS 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 Off: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
EMPROVENWOM TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF CONMENCEVIENT:'
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 to attachment Alm a certified copy of die recorded notice of commencement must be posted at the lob sire
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. '
Signature w Swtature- ��t,• J
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this -5"r4 The foregoing instrument was acknowledged before me this��
day of e a,t_ 201-,by NawA R-b W 11% LU y&L A AM day of AP21 L_ .20 C1.by 0--)tc-u A(A 6)ALb6u .
who is personally known tome or who las produced bP-. Llr- who is A.zonally know me or who has produced
i Jt{Sa-325- A4 -4 V3-Rs identification and who did take an oath. As identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: OIL Sign: �A-'=_
Print-. LJtb.L.1AW+ �u Print: blot_-LlA
�tISState of Florida-Notary Public State of Florida-Notary Public
My Commission Expires: G •� Commission#FF 53883 My Coon •S Commissions FF 63883
y Commission Expires %,� � My Commission Expires
M � °�` September 16,2017
September 15,2017
sua�sxessssssss�►essx�� aye se �aasa�ta essv�e�a�e�es#�e�s�aa�*s�e+masa�s�aa��a+s�ae*e*
� Z
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revisal Y1=12)atevised 071lWWJ) Wined o6/1of200 )OWased 3115%9)
Mlaml-Dade County Office of the Property Appraiser
Building Sketch Viewer
Polio: 11.3205-027-0440 Actual Area: 3,618 Sq. Ft.
�v
Address: iiSB NE 92 ST Living Area: 2,198 Sq. Ft.
Owner: HOWARD 8 WILLINGHAM Adjusted Area: 2,642 Sq. Ft. -
Building Number: E, of 1 Roll Year: 2016 Previous Next
�V 1
ADD IOFIL k FL
1�
i GRU sz
FL � �•
- .
. 1FL: First Floor - • 2FL: Second Floor
. PFL: Porth, Flat • GRU : Garage, Unfinished
• ADD : Building Addition
Click.here to see all Sketch Su Area Descriptions
Generated on: 4/4/2017
Disclaimer:
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current Information on record.The Pro
perty Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at Appraiser and Mlaml-
g http://www.miamidade.gov/Info/disdalmerasp
L=M0MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Raonh 208
DCPARTMEff OFIIULATORY AND ECON018CRESOURCES(SCR) Muni,Florida 33175-2474
BOARD AND C0DZAD0flNW SATWN`DIM0N T(786)315-2"0 F(786)315-2599
NOTICE OF ACCEPTANCE WON
Amarr Garage Dom
165 Carriage Court
Wiustan-Salevm,NC 27105
SCOPE:This 140A n bmg mmd tinder tko applicable rules and res gove>sing the use of comitruction
,ials.The docummitatim nbmftd has been reviewW atul accepted by Mu ni-Dade,Cwady RER Ptoduct Cowl
Sebe to be used in Wad Dade Camay and otherareas%Iwo allowed by the;Audmity 13aving l (AM)..
This NOA shall vat be valid ager the eghWon date dded below.Ike Mimi-Bade County Product til Section(in
Miami Dade County)aIIt w&a AHJ(m arm other thea Warm Dade County)rive the rW in hoe this product or
aerial tested ft quality assmixece,paquises.•I£this pwhzct or mail Wis to perform in dw anal mannim the
will inctur the ease of state thsling and flee AHJ may immediddy ievole,modify,or suspend the no of
such product or mahaW within thm jurisde ion. R13R reserves the A&to revoke thk accepwo,if it is d+ateammed
by hfimni-Dade Comity Pwdoct Control Section dud this product or materml fags to meet the of due
anificable»g code.
Ibis prods is was demliedherelo,and has been daaigadb complywitlt the Florida Build'utg Code,
Including the H%t Velocity Huaicane Zone.
DESCRIPTION:ltdodd 950 Heritage&6s5 Oak Summit 1lo0,21100 Steel sectional Garage Door up
to 9'-0"Wide
APPBOVAL DOCUmmP:Drawing No.IRC -189-Z1-L tided"Model 954 Heritage and 111655
Oak Summit(24ga)1000,2400 Sita%Lome,Flush and Oak Summit Pte',sheets 1&on&3 of 3,dated
04/09!2047,with revision C dated 12MSMI 1.prepares!by Amarr Garage Doors,signed and sealed by
Thomas L.Shelmerdime,PTs.,lig fire Dade County Product Control revadon stamp with the
Notice of Acceptance number and amort dab by lite Karni-Dade County Product Control Section.
x IMPACT-RATING:Large and Small Agile Impact Resistant
IrARUJNG:A permanent label with the per's name or logo,3800 Grtftway Cimk Lawrence,
Kamms,model number;dna positive and negative design pifcame r ft& impact rated if applicabk
installation instruction drawing refers nurnber,approval number(NOA),the applicable trot sumdard%and
the staItment reading`A Dade Courcy Product Control Approved'is to be low an the door's side
tires,bownt angle;or lagan siuface of a panel
RxKzwAL of this NOA shall be comkicred after a reaowat application,has been filed and there has bent no change
in the applic"bonne axle vdy aSwtag the puftmance of dw product.
11RMINATION oftitis NOA will occura8w the date or iftbere has been.mase or change in the
Ism e %vow,andfarniminfiscture ofthe product or proccss.Nftm ofdds NOA as an endorsement ofaay product,for
salm,advertift or any odwr jimpom spall automatically ternonatie this NOA.Faffm to comply with any section of
this NOA shall be rtP farms and removal of NOA.
AD :The NOA umber p=e&d by the wards Afinni-Dade County,Florida,and followed by the
MOOM date may be disg}tryed In wWoOft MuMm Hay pain of the NOA R displays,til it snail be done
in its s
INSPE MONS Asir ofdds caftNtJA ftfl bepovided to do um by do manufthmorits distrilmbms and
shall be available for ikon at the job site at do request of the Building Official.
This NOA reel m NOA 8124MUl aiui consists of this page 1 and evidenoe pale B-1,as well as approval
document nimdioned above.
The st6mitked dnen was reviewed by Carlos DL Utter,,P.E.
NOA No.13-OSM02
Date:
mom
Approval duly 16,2015
�� 1
Aman Gara€e Door
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS "Su Ged ander ATOA#12-022#.81"
1. Drawing No.IRC 959-189 21-1,tined"Model 950 Heritage and Madel 655 Oak
Summit(24p) 1000,2000 Short,Long,Flush and Oak Summit Panels",sheer 1
through 3 of 3,dated 04109V7007,with revision C dated 12/05/2011,pfd by
Amarr Garage Doors6 signed and sled by ThamQ,as L.Shelm P.E.
B. Tars "Submitted ws&r NOA#12-62211;81'
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,
lac.,Test Report#A7428.01106-18,dated 04/1V201 1,signed and sealed by Joh
A.Reed,P.E.
2. Test report on Forced Entry Test per FBC,TAS 202-94,pmepared by Amcrican Test
Lab,Inc.,Test Report#ATLNC M2.01--11,dated 10/1312011,signed and sealed by
David W.Johnson,P.E. "Sed waAerNOA#12-82209"
"Sawed wider NOA#67-11619.02"
3. Test report on Large Agile Impact Test per FBC TAS 20194,Uniform Static Air
Pressure Test per FBC TAS 202-94 and Cyclic mind Ftemure Test per FBC TAS 203-
94 for a 9'x T Sectional Steel Garage Door,prepared by American Test Lab,Inc.,
Report#ATLNC 11326.01-07,dated 05108!2007,signed and sealed by David W.
Johnson,P.E.
4. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by
l3
FAgincwizxg&Testing Inc.,Report#HETI-07 T682,dated.OV19/2007,
signed and sealed by Candido F.Fond P.E.
C. CALCULATIONS "Saba~w derNOA#12-922&01
1. Anchor cdailations prepared by Strudwal P.A.,dam 01125/2012,signed
anti sealed by Thomas L.Shehnerdine,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Departinent of Regulatory and Economic Resoun=(F")
E. MATERIAL CERTMCATIONS
1. None.
F. STATEMENTS
1. Statement letter of code comfo 8=to the 5*edition(2014)FBC and no financial
Wexest issued by Stractural Solations,PA.,dated 04/08M15,signed and sealed by
Tomas L.Shelmerdine,P.E.
0910,0k2,1
Carlos it Utrera,rx
Product Control Examiner
NOA No.1S-9595.02
P.apiraton Date;September G,2017
Approval DaW-July 16,2915
94
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STRUCTURAL SOLUTIONS,P.A.* Project No.: 17-002
5921-G West Friendly Avenue Date: 5/9/2017
Greensboro, North Carolina 27410
NC Firm #C-1096
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components&Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code 5th Edition (2014).
Building Address: 1158 NE 92 St
Miami, FL 33138
Garage Door Width: 8 ft
R� Garage Door Height: 7 ft
y+155??M7 Basic Wind Speed: 175 mph
Exposure: D
(� i( Mean Roof Height: 19.5 ft
`� � Least Overall Horizontal Dimension of Building: 44 ft
Distance from left building corner to edge of garage door opening: 2 ft
Distance from right building corner to edge of garage door opening: 10 ft
Roof Slope: any slope
Positive Design Pressure = 45.2 psf
Negative Design Pressure = -51.7 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
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This document is only to be used in conjunction with garage Aero i>:hat are... ••
manufactured by Entrematic. "':•• •• ••••••
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STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina,Inc., Fl-Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)