WS-18-401 Permit 11tO._ S►-2-1&-401
tisNo"Es y� Miami Shores Village Permit Type:Windows/Shutters
r� 10050 N.E.2nd Avenue NE Work Gta Classification:Garage,"Door
Miami Shores,FL 33138-0000
Phone: (305)795 2204 Permit Status:APPROVED
�'tonioA
issue Date:7JI612018F
08/15/2018
Expira
Project Address Parcel Number Applicant
615 NE 97 Street 1132060171850
JAIRO GAVIRIA
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
JAIRO GAVIRIA 615 NE 97 ST
MIAMI SHORES FL 33138-2470
9
Contractor(s) Phone Cell Phone Valuation: $ 1,832.60
GARAGE DOOR SOLUTIONS CORP (786)546-2879
Total Sq Feet: 0
Type of Work:REPLACE EXISTING 16 X 7 GARAGE DOOR Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:
Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
DBPR Fee Invoice# WS-2-18-66467
$2.00 02/15/2018 Credit Card $50.00
DCA Fee $2.00
$76.20
Education Surcharge $0.40 02/16/2018 Credit Card $76.20 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore,I authorize the above-na ed contra r to do the work stated.
February 16, 2018
Authorized Signature:Owner / Applicant Contrac / Agent Date
Building Department Copy
February 16, 2018 1
r
Miami Shores Village R , . �
Building Department FEB1 2018
� g p
10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 BY:
INSPECTION LINE PHONE NUMBER:(305)762-4949 f
i_FfBC 20t-1
BUILDING Master PermitNo.w S �-- 4�1
PER T APPLICATION Sub Permit No.
6
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/ 1� �f CONTRACTOR DRAWINGS
JOB ADDRESS: / U / '
Cid: Miami Shores /_ County: Miami Dade Zip: r3/
33 42)
Folio/Parcel#: I/ �o� 06G" O � —�S S� Is the Building Historically Designated:Yes NO
Occupancy Type:iyrl" Load: . Construction''Type: Flood Zone: BFE: 'FFE:
OWNER:Name(Fee Simple Titleholder): !l`O C/A��l%r/`�/ �r (//n41 -Phone#: �-�dV) ��3
Address:'n [ lvU d4 r�
City: ry�lQ/�i% S IOre State: r Zip: 55136
Tenant/Lessee Name: Phone#:
t Email:
CONTRACTOR:Company Name: D�D� � �l Phone#: �w
Address: •00 v� al/ S
City: �� State: 'Ir7L Zip:
Qualifier Name: t7'—) '�"��/ �l0Phone#: f7
State Certification or Registration#: /36S 00/ 0 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ J(03V Square/Linear
Footage of Work:
Type of Work: ❑ Addition /❑ Alteration New rtepairr//R�e�place ❑ Demolition
Description of Work: e C e 'ez,<,s �7
ru o,oa :i•r.:.:±er.yw.. rrt.r..o• .�+zrze-a.,_ r i � n
Specify colortof color,thru aIle.r r, ` i
{. ('' � .((t;r {{ -.1<':c�•1 '.tea - ? �A,�,� ., •Z
Submittal "'1 PermitFee$ CCF ' .., 4 CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ ?-0
(Revised02/24/2014)
Bonding Company's Name(if applicable) /
# i � /
Bonding Company's Address
City State Zip l'"
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. 1
"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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ` f 51`gqgn
OWN or AGENT C0NTRACT
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of P�.20 � by day of C 4` ,20 l by
R4D V IfUA who is personally known to rJ4t7 '�� who is ersonally know o
me or who has produced rl_:�VVL as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC. NOTARY PUBLIC:
le 4A..,
Sign: ` ••b i Sig
r J. LAC
P; 't_t �OreS ri
Print: _ •Q tee„ r � Print:
Seal: �"' m$y`° 2:Q= Seal:
? • Qz ,tn+% DOLORE=DRIG
��S oss.�yew W :• �0
1�.
.; ,. MY COMMISSWQ0 1 •• ``�� - ' EXPIRE9:N
�i►ll 111111
APPROVED BY i Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application- Miami-Dade County Page 1 of 1
Ih 0 n E PRO'PEUV APPRAI ER
OFFIC' OF TH U Ie
Summary Report
Generated On:2/15/2018
Property Information °
Folio: 11-3206-017-1850 `kms , �►�" ,
Property Address: 615 NE 97 ST
.915,
Miami Shores,FL 33138-2470
Owner JAIRO GAVIRIA&W OMAIRA ���
Mailing Address 615 NE 97 ST y �,
MIAMI SHORES,FL 33138-2470
PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ a
0101 RESIDENTIAL-SINGLE
Primary Land Use FAMILY: 1 UNIT
Beds/Baths/Half 3/3/0
' y
t;
Floors 1
Living Units 1 a
Actual Area 3,442 Sq.Ft
_, t g m•
Living Area 2,061 Sq.Ft
i
Adjusted Area 2,598 Sq.Ft
Taxable Value Information
Lot Size 13,000 Sq.Ft
2017 2016 2015
Year Built 1966
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2017 2016 2015 Taxable Value $177,056 $172,386 $170,841
Land Value $389,620 $324,852 $311,696 School Board
Building Value $181,273 $182,780 $184,287 Exemption Value $25,000 $25,000 $25,000
XF Value $26,932 $27,172 $16,538 Taxable Value $202,056 $197,386 $195,841
City
Market Value $597,825 $534,804 $512,521
Assessed Value $227,056 $222,386 $220,841 Exemption Value $50,000 $50,000 $50,000
Taxable Value $177,056 $172,386 $170,841
Benefits Information Regional
Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000
Save Our Homes Assessment Taxable Value $177,056 $172,386 $170,841
Cap Reduction $370,769 $312,418 $291,680
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Previous Sale Price OR Book-Page Qualification Description
Homestead Exemption $25,000 $25,000 $25,000
07/01/1986, $125,000 12970-1049 Sales which are qualified
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
School Board,City,Regional).
Short Legal Description
MIAMI SHORES SEC 4 AMD PB 15-14
LOTS 13&14 BLK 101
LOT SIZE 100.000 X 130
OR 12970-1049 0786 1
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 Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 2/15/2018
GARAGE DOOR SOLUTIONS, CORP
February 7, 2018
State of Florida
County of Miami Dade
This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of
the project for the garage door installation work to be done for Mr.Jairo Gaviria .Site address: 615 Ne 97 St,
Miami Shores FI 33138
Juan Matute will be the only person working on the project.
Sincerely,
�y
uan Matu e
Personally Know
Or Produced Identification
Type of Identification Produced
Print,Type o�Stamp Name of Notary
;;i�►u DOLORES RODRIL12,2O21
+:
+ MY COMMISSION G
+. P EXPIRES:November
op F�2•` Bo,,d0d Th u N0tWY Rd)k
Garage Door Solutions Corp
10843 Nw 29th St,Doral FI 33172•Direct line:786 546 2879•Office:786 953 6581• www.garagedoorsolutionsmiami.com
gtlORFs G�>!
s� Miami shores Village
Building Department
�h�d 9 p
10050 N.E.2nd Avenue
F�OR1Dp' Miami Shores,'Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows-corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or, full-time
employees,including the owner,must obtain workers'compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if.
1. The officer owns at least 10 percent of the stock of the corporation,or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use
'day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature- l
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this �� day of ,20_LB:.
BA 07 l0/-VV 1(_24 4 who is personally known to me or has produced
�d �I
)1�J03�riir
���\
Notary: :•"S'em
;vim
SEAL: %a o o`61 �-•
N
i�X20/9 • I�,w
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mit
e
PERlivil
.
Miami Shores Villa
APPROVED
BY DATE .�7 ?;Ps 6 Cv /�l 7 /(la �
ZONING DEPT `` % ��
BLDG DEPT
SUBJECT TO COMPLIANCE
V�I H ALL FEDERAL
5T'=.F'Argo C"U"ITY RUi Es AND REGULATIONS
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WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS • • �• •.
FLORIDA BUILDING CODE 6TH EDITION(2017) ••••• • ••••••
•
DARE COUNTY FLORIDA _...... • • •
••••..
175 MPH EME/hiATIC . •
EXPOSURE C EXPOSURE C EXPOSURE D EXPO3 UR • •
•••••
Mean
Design Pressure Mean Design Pressure Mean Deai n Pressure • Meen les a Pwssure
Door Door •Roof DoorF
or Root Door Door Roof Doer " Roof •••••e
•
Width Hei ht He( i Positive N alive Width ht Hei hl Positive Ne aUve Width Hel 1 Ha ht Positive N alive W' Y ' Height Positne N alive •
835.6 -44.7 8 8 35.2 -440 8 7 43.2 -64,2 80: S 42,7 -53.4 •
•ecce•
7 35.3 44.0 9 8 34.9 43.4 9 7 42.8 53.5 9 8 e4eete e52.8
tD 7 15 35.0 .43 5 10 8 15 34.6 42,8 10 7 15 42.5 52.8 10r 8• 15 •42,0 •51.9 ••••
16 7 r 33,8 -41.0 = 16 8 33.4 -40.4 16 7 41,0 --49.8 1 49.0 • •
18 7' 33.5 40.4 18 8 33.1 -39.7 18 7 40.6 -49.1 18 "8 040.2• •-48.2
8 7 36.1 45.3 8 8 T21
.6 $ 7 43.7 -54.8 8 8 -54.0
9 7 35.7 -44.6 9 a .9 9 7 43.3 -54.1 9 8 42.8 53.2
10 7 16 35.5 44.1 10 8 t6 .4 -10 7 1a 42.9 53.4 10 8 16 42.5 52.5
16 7 34.2 -41.6 18 A 0.9 16 7 41.4 -50.4 16 8 41.0 -49.5
18 7 33.9 -41.0 18 8 .3 18 7 41.1 -49.6 18 8 40.6 48.8
8 7 36.5 45.9 8 8 5.1 9 7 44.1 •55.4 8 8 43,7 -54.5
I 9 7 36.2 45.2 9 $ 5 9. 7., 43.7 54.6 9 8 43.3 53.8
10 7 17 35.9 44.7 10 8 17 .9 10 7 /7 43.4 54.0 10 8 17+ 43.0 53.1
16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 -50:9 16 8 41.4 •50.1
t 8 7 34.3 -41.5 1$ 8 .34.0 -40.8 18 7 41.5 -%2 18 8 41.1 -49.3
8 7 37.0 46.4 1 8 8 35.6 -45.7 8 7 44.6 -55.9 8 8 44.1 -55.1.
9 7 36.6 45.8 9 8 3fi.3 45.0 9 7 :45,0
-55,2 9 8 43.7 54.3
10 7 18 36A 45.2 10 8 18 36.0 44S 10 7 18 -54.5' 10 8 18 43.4 53.fi
i 16 7 35.1 42.7 16 $ 34.7 41.9 16 7 -51:4 16 8 44:9 50.6
18 7 34.8 42.0 18 8 34.4 41.3 16 T •50.7 19 -8 41.5 49.8
a 7 37.4 -46.4 8 8 37.0 -46.2 8 7 -56,5 8 8 44.5 55.6
9 7 37.1 -46.3 9 8 36.7 -45.6 9 7 -55.7 9 8 44.1 -54.8
10 7 19 36.8 -45.7 10 8 19 36 4 -45 0 10 7 19 44.2 •55.0 10 8 19 .43.8 -54.1
16 7 35.5 -43.1 16 8 35.1 -42.4 16 7 42.7 51.9 18 8 42.3 51.0
18 7 35.2 -•12.5 18 8 34.8 41,6 18. T 42.3 -51.1 18 8 41.9 -50,3
8 7 37.8 -47.4 8 8 37,4 .46;7 8 7 45.4 --57.0 8 8 44.9 •56.1
9 7 37.5 -46.8 9 8 37.1 46.1 9 7 45.0 -56.2 9 8 44.5 -55.3
10 7 20 37.2 -46.2 10 8 20 36.8 •45.5 10 7 20 44.a 58.5 10 8 20 .44.2 •54.6
16 7 35.9 -43.8' 16 8 35.5 -42.9 '16 7 43.1 "•52.4 16 8, '42.6 -51.5
18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6 18 8 42.2 -50.7
8 7 38.2 -47,9 8 8 37.8 •47.2 8 T 458 -57.5 8 8 95.3 -66.6
9 7 37.8 -47.3 0 8 37S -465 9 7 45.4 •56.7 9 8 44.9 55.8
10 7 21 37.6 •46.7 10 8- 21 37.2 45.9 10 7 21 46.0 •5600 .10 8 21 44,6 -55.1
't6 7 36.2 -44.1 16, 8 35.0, -433 16 7 43.4 -52.8 16 8 43.0 -51.9.
18 T 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 52.0 18 8 42.6 -51.1
8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9 8 8' 45:7 -57.0
9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -57.1 9 8 45.3 -56.2
10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 = 22 45.4 -56.4 10 8 22 44.9 -55.5
16 7 36.6 -44.5 16 8 36.2 -43.7 16 7 43.8 -53.3 16 8 43.3 -52.3
18 7 3613 -43.8 18" 8 35.9 -43.1 18 7 43.4 -52.5 18 8 42.9 -51.6
8 7 38.9 48.9 8 8 38.5 48.t 8 7 46.5 -58.4 8 8 46.0 57.5
9 7 38.6 48.2 9 8 38.2 47.4 9 7 46.1 •57.6 9 8 45.6 56.7
1D 7 23 3A,3 47.6 10 8 23 37.9 -46.8 10 7 23 45.7 -56.9 10 a 23 45.3 -56.0
10 7 359 -44.9 16 6 36.6 -442 16 7 44,1 •53.7 16 8 43.7 52.8
18 7 36.6 -44,2 18 8 36.2 -43.5 18 7 43.7 •52,9 18 8 43.3 52.0
8 7 39.3 -49,3 8 8 38.9 -48.5 8 7 46.8 •58.8 8 8 46.4 •57.9
9 7 38.9 -48.6 9 8 38.5 -47.9 9 7 46,4 -58.0 9 8 46.0 57.1
10 7 24 38,6 -48.0 10 8 24 38.2 •47.3 10 7 24 46.1 •57.3 t0 8 24 45.6 -56.4
16 7 37.3 45.3 16 8 36.9 •44.6 16 7 44.5 -54.1 16 a 44.0 -53.1
18 7 36.9 •44.6 18 8 36.6. -43.9 18 7 44.1 53.3 18 8 43.6 52.3
8 7 39.6 49J 8 8 39.2" •49.0 8 T 47.2 592 8 8 46.7 56.3
9 7 39.3 49.0 9 8 38.9 -48.3 9 7 46.8 58.4 9 8 46.3 -57,5 M
10 7 25 39.0 -48.4 10 8 25 38.6 -47.7 10' 7 25 46A 57,7. 10 a 25 45.9,. -56.8
16 7 37,6 -45.7 16 8 37.2 44.9 16 7 44.8 -54.4 18 8 44.3 -53.5
18 7 37,3 -450 18 8 36.9' -44,3 18 7 44.4 -53.6 78 8 43.9 -52.7
Notes: _ c
1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for �^ •.•'�•�••�•�'•. ��
low Rise Buildings. �� •-C '••• � i
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) $O ; •,• . oz
design pressures shown. • •t•�• •Q•�.. "Za •••� '3 a
3) Pressures have been calculated based on an enclosed building,any.roof slope,Risk Category Ih J �• �� V- �T •'.�V!f c c
4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. N J8579 :[�� �`i
5) Most garage door openings wilt not be located completely in zone 5. Therefore individual calculations a a '
will result in lower pressures. •� •_
6) For mean roof heights less than 15'.use 15'pressures, c ( N$
7) This Table is only to be used in conjunction with Amarr Garage Doors. E : ;� STATE CF • 'y
A
tFyS Cai:i3gC Court•LVins:on-Salem,North Caroiiir,27105 '. ••.....•' • 3 2
Phone(33,617,14-5 IN+Far(336)7441.5815 �� • 1.• ;3
w,vw amarr.com o t •�'• •.'
FL •r••••rr..•r•• eN
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M IAM aDiADE '•••MIAMI- U1e@OUNTY '•
PR(ffiM'CONT120L•§ECTiON*'*
'Mb3 W 26 street,Room 24....
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) .**Mami,F44da4475-2414
BOARD AND CODE ADMINISTRATION DIVISION T(78-6)'3 V2'590 f(786)315-259:".
NOTICE OF ACCEPTANCE (NOA) *0000* '
*ww w.tett+amidadg. e�v/Fcotto„mvy�•
A.marr Garage Doors ... ....:.
125 Carriage Court •
Winston•-Salem,NC 27105 •• �••�•• •
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material Rested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction_ RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or 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 the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model 950 Heritage&655 Oak Summit 1.004,2000 Steel Sectional Garage Door up to
16'-0"Wide with Impact Windows(DP+45.8,493 PSI+)
APPROVAL DOCUMENT: Drawing No.IRC-9516-169-26-G,titled"Model 950 Heritage&655 Oak
Summit(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated
03/12/2013,prepared by Amarr Garage Doors,signed and sealed on 10/03/13 by Thomas L. Shelmerdine,
P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
Kansas,model number,the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,and
the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side
track,bottom angle,or inner surface of a panel.
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 this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising 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 NTOA 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 revises NOA#15-0505.16 and consists of this page 1 and evidence page E-1 &E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chands,P.E.
rnar�ao�couwrr
CNOA:No. 17.:1010-.68J
II W Expiration Date:October 10,2018
Approvai Date:December 21,2017
\N'� Page I
Amarr Garage Doors ••• ••
. . .... ......
...... . .. ......
NOTICE OF ACCEPTANCE: EVIDENCE SUBNVII•'t' B ••• •
1. Evidence submitted in previous files '
...... . ... .....
.. .. .. . ......
A. DRAWINGS "Submitted under NOA #13-0813.22" •••••• •
1. Drawing No.IRC-9516-169-26-G,titled"Model 950 Heritage&655 Oak Surn*AVA.GA)
1000,2000, Short, Long, Flush and Oak Summit Panels", Sheets I diroxgl:3 of 1,dated ••••
03/12/2013, prepared by Amarr Garage Doors,signed and sealed on 18/03/13 by1loiras L.
Sbelmerdine,P.E.
D. TESTS "Submitted under NOA#13-0813.22"
1. Addendum to Test Report No.ATI.aNC 0320.01-13,prepared by American Test Lab,Inc.,
dated 07/16/2013,signed and sealed by David W.Johnson,P.E.
2. Test reports on 1)Uniform Static Air Pressure Test,Loading-per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test per FBC, TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of Arnarr 16' x 7' 24 ga steel garage
door Model 950,prepared by American.Test Lab,Inc,Test Report No.ATLNC 0320.01-13,
dated 05/0I/2013,signed and sealed by David W.Johnson,P.E.
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test
Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
"Submitted under NOA#13-0503.08"
C. CALCULATIONS "Submitted under NOA #13-0813.22"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 07/17/2013,signed and
sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for
their "Sa#lex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on
05/21/2016.
F. STATEMENTS
1. Statement letter of code conformance to the 51'edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tomas L.
Shelmerdine,P.E.
Isb q L Chanda,P.E.
Product Control Examiner
CJNOA No. 17-1010:08
Expiration Date`•October 10;2018
Approval Date:December 21,2021
E-1
Amarr Garage Doors
. . .... ......
...... . .. ......
NOTICE OF ACCEPTANCE: EVIDENCE SI3B•• ;....;
2. New Evidence submitted. •• •
...... . ... .....
.. .. .. . ......
A. DRAWINGS
1. None. :...:. ......
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-12,011.11 issued to Eastman Chemical Company(MA)
former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/21.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6a'Edition) dated 09/11117,prepared,
signed and sealed by Thomas L. Shelmerdine,P.E.
F. OTHER
1. This NOA revises NOA#15-0505.16,expiring 10/10/18
Ishaq I. Chanda,P.E.
Product Control Examiner
CNOA No.17-1410.08
Expiration Date.October 10,-2'0'18
Approval Date: December 21,2021
E-2
. . ... . . . ...
.. .. . . . .. .. .
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SPECIFICATIONS AND NOTES OALV STEEL INTERIOR IMPACT WINDOW'PANE
1.ALL THE LOAD FROM THE DOOR IS IRANSFERRED TO THE VERTICAL TRACK, INTERIOR OF GARACE 'GALV STEEL EXTERIOR IMPACT VINDOV FRANE W/.5'SITE ON GLASS
FROM RIZ NAL 111E LOAD IS ER RECEIVES
EO TO THE IONOFVERTICAL JAMBS 24 DA STFJ:L DOOR SKIN
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD � T
TRANSFERRED FROM THE DOOR. MAX YADM 18'.O" D
2.EACH VERTICAL JAMES RECEIVES MAXIMUM DESIGN LOADS OF: - 3/Ts•OVERALL
+356.4-LBS/`FT & -394.4 LEFS/FT LD'REAR AHMALED GLASS
J.DOOR AND HARDWARE WBl BE DESIGNED,MANUFACTURED ire 0. ERIAYCR
AAH�AN PVl EU QASS
AND INSTALLED WTH STANDARDS AS SET FORTH BY DASMA. DESIGN LOADS INATaIFACTINAED nY TAVBDTAH
4.DOOR SECTIONS SHALL BE 24 GA.(,0216)MAL E'KTERIM SKIN +3w.4 utN/t"I S :�2 91RE1NND 1H-IBD
ROLLED FORMED,W;BAKED ON POLYESTER FINISH -394.4 LBS/FT WIRE20MM 2 ADHESIVE
5.DOORS UPTO 7'D"HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)8 I/2'R-TRUSS PER SECTION &(2)3.20GA STRUTS AT BOTTOM SECTION
2 3/16'X 1/2'SCREW-USED TD
6.O DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 �L THE LS=p TROR IMPACT y�AOW fRME FRAME TO
ON PACE 3 � -
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIG EDT•S. 11/64'X 1/2'SCREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED
BY A R<gSTRED PROFESSIONAL ENGINEER FOR WIND LOADS —_ _ VINDDW FRAME To THE ASSEMBLY
INDICATED ON IRIS DRAWING IN ADDITION TO OTHER LOADINGS. NTIS.OPTIONALSMnRT pANF a-rn�CfIDN Mir AND nR C'I AYnIITS
8. THIS APPROVAL TOOFIRES THE MANUFACTURER TO DO TESTING SECTION B-B IMPACT WINDOW DETAIL
OF ALL GOILS USED TO FABRICATE DOOR PRICES UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SMALL BE MT.S.
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LA8 SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS.4 TIMES A YEAR,THE PROLWCi1WW99BD
MANUFACTURER SHALL MAIM TO THIS OFFICE-A COPY OF THE ' .p .2 aeo ydOt>tr,b&
TEST REPORTS WTH CONFIRMATION THAT IHE SPECIMENS WERE Batey_
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION TDP SFSTION A ob .16
FACGLIilES. AND A NOTARIZED-STATEMENT FROM
MANUFACTURER THAT ONLY COILS'14TTH YIELD STRENGM OF
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR t DLII
DADE COUNTY UNDER THIS NOTICE Or ACCEPTANCE.
•2
PmaaUC f RE4!111P1
re••r}41 witY t1w nmd& GIPACT GLAZING FASTENER DETAIL
INTERMEDIATE SECTION hvmwgaa& N.T.S.
AOByterrsNs1-74010-1 Mud
GLP.ZING MEETS P-STM MIGO-04 IT.te D
MA - ZZ
�, R44m+1 JatCadtai
»
WOOD JAMB ATTACHMPENT TO STRUCTURE
FEY GE*R'QPIKB(F RLX90. BATT
P X 6 VERTICAL JAMB ATTACHHFNT TIT WHDD ATT STRUCT'JRF'
3/16'X 3'LAG SCREWS STARTING 6'FROM ENDS TF'EN IZ'QC.<1 1/2'ENAED!(ENT)
P X 6 VERTICAL JAMB ArA=)L NT TD 27190 PSI tf+NCRET'c
HILTI KWIX ELT 3/9'X 4'STARTING 6'FROM ENDS THEN 24"DO.(2 1/2'EMBEDMENT) MAX SIZE -' 13AL13a BI!! ea
HiLTI SLEEVE ANCHOR 3/8'X 2-3/4•STARTING S'FROM ENDS THEN k2'O.C.(I V4'EMBEDMENT) i6'x 4' ,� -"A'
ITW/RANSET REDHEAD(TRU-BULT)3/9'X 4'STARTING 6'FROM ENDS THEN 22'D.C.(2 Ile EUEDMENT3 DESIGN LOADE
�'••••.
E X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 91tiDtl( +4.5.8 PSF ��@i^�••GEN$••;9 �j E
SIMPSON 1/4'X 3'TREK SCREWS STARTING 6'FROM ENDS,USE PAIRS CF FASTENERS �B PSF' •4,
(3'APART)AT 8'D.C.(1 1!2 ERBEDHENT) / LL4,:ti� •.�'o -�
HILTT 1/4'X 2-3/4'KWIK-CON 11-SCREWS STARTING 6'FROM ENDS,USE PAIRS OF ". NO Z B
FASTENERS(3'APART)AT a'O.C.n LMB
4'EEUNENT) *. ��?•)
P X 6 VERTICAL IAMB ATTd i NT TO GgouTrp C-go it Dix cpoa Psi FPDUT> �p •�
MILTI SLEEVE ANCHOR 3/0'X 2-3/4'STARTING 6'FROM ENDS THEN 14'O:F-U 1/4' r $TRIC OF .w:
- EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) �3
LARNE MIS=� ys�* ,�• Q. 12 a: �..=y.
-LAGS AND VOLTS CAN 1E COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. RESISTANCEICCTTw%`�5.�0RIQ,✓\ � at
■PREPARATMN OF WOOD JAMS BY OTHERS '" !� ♦ �•
26
WOOD CONCRETE 10WAL '01
HOLLOW GROUTED • �• •��a11•t1T • • sq
_ l STMC7L'lEE , ( STRUCTURE STP.UCTURE STRUCTURE
• •y�K/MyD • • •
I I � � t63 C41DRRIggA1ID,,�[C111B7 VFN37•IidLQ41/L. 1']103 WtiM41gR,CON
1! \-TET'P J3K 1-L/Y� ^ 4• MOIML 050• 811O1t1!66,oAx G8(24 CA)GA8 ID FOOD
3'RIN
" JR/IS• ('OOY�hIR�lY4
AVABAYE TRACK CONAMArONS •g or • at, • — )b-18,9-
Hers ,
• • ••• • 9RIT fJ •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 • • ••• • •
TABLE 1 TABLE 4 TABLE 2
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGH
HEIGHT CONFIGURATION TOP FdT"- �•1o�u1od fort� TS
iii a PI mo as Qr4 i HEIGHT Btm #2 #3 #4 #5 1 #I6 #7 #!8
A I B C D E P I G H I T 17:0 s1M 2U, 48AW 71.04 94.762 B.-`--
3 1
4 L71/2 3517 53 11 "; _...
A, 1,70Z _ a ,a �.f��z I0 II2 1Bv Bw 20420 812 72-OW WIN 376 13'6" 21" 21 1 21 16' 18" 21'
c 7' 4112 7 17112 38112 591/2' 76112 / z; s y 'rr. 7} 2 j� 1
1270 BW 16.62648313 7:400 4&640 110.7!8
8 4112 7 17 1/2 35 112 53 1i'' 71 1/2 88 i/2 1�,2 Log� 27 as 74110 86819 11&83212 6 21" 18" 18' 18 18 18 18 21"
_ 12:2 SW 2b.25 40.093 71(00 88938 =117
t1 773 1 :-7x7. t =r .. �'. 14 8hn1 74. 120.
-/�a6,�41-A ��.. M
- ---
9' 4112' 7" 14112"1321!2" 501/2'168 1/2" 861!2" 100112'. 1z, 2& a 4. t6 s. 11'6' 21"121" 21" 19-118" 18° 21"
���.y??yy LL T)(I�1�'/;�1�1�7� g �'1�` _
1'?d sled 244&0 60, 78.1+011 98330 6W -
'-M .A7s�•!�`43 ._�.. ".'' ^N/.?.gm 3i. lY��.z..� - �.,: ...-.. . 1 ,3 L.. 27 10 61.7 76400 88430 1zz.OW = -H
�; -41 v. '• 11
.T� 1x16 hod 2Ln0.A68a 76000 100.33 121676 ••�.
10' 4112 T 171/2 381!2' 59 1!2" 77 1/2' 951/2" ,F 1121/2"! 12;0 seen 2230 ste79 7010 70330 nasm 19 6' 21" 21" 21' 21 27 21"
15.6-00 7.270 78A00 bes n6.7r6 �;:.-.1Vrt'"te l�_• �.....`�'x�.� _ �-^.�-- ..- -_--_-
11 T 41(2' 17172 351/2 112 53 ill 71 891/2 107 112' 124 124112" + 11+a Shod
77. 77= 101JE0
18" 18 18' 2 "
28.2]0 67.100 7/.400 04900 m.900 - e
116Ilr 1! _771 �}L.SiE hz � ,3 }} �ryr�. r731/A3 z1 27. 61163 101.476 728.67b V yob
?"H ,. ...... - L'.,.__ n M . �fc#.✓+-c C.N.µ.4. .. _ yv 1010 sw 2x000 6300).78000
12' 4112' 7 17 112381/2" 691/2" 801/2" 1011/2 1191/2 1361/2'. L N.
xh Ir` " _5".2' 5912 `71'112`. �9I/3�" j 1' ", sm zs:coo 6 voo 7446" 1 124:604 8 S 21 21' 21" 18 21" -
E51 -•' Y"" �` -. 1352 31.200 6&100 7&010 102400 18800 T_ r 9 - +r
13 4112 7 17112 38 1/2 59112' 77 1/2" 951/2"11131/2"1131112" 148112" a•:z u Sibal 79. 439 28574 3 $
6_z n 4 L, s z&avo .w m.3x lassoo 3,.m 7'`u°' 18" 187 18" 18" 1871
.8 4xr � T2 36=1?�511 (�{`1,. 01 :79 � 171'1 15 312': ees srmo eamu 7677 , Glu
14' 4112 T' 17112 381/2" 59112 801/2" 101 1!2" 1221/2" 1431/2" 100112" a; sw ze:woS40P a: me. a Q1 } t�' �_ '= 1',"c
e,ed 29.1E Gum $I.= tm.tgwoo 1xL87676 18" 18" 21" f I
13':8 Skn 70.900 68400 92000 197.600 ,31XID
17;9 31.230 58613 107.173 1 .7 U 760 Yri16 the�1011d�e ^ m��y�.,.;y ys
a,9 B67-7
ud 29.926 65913 49 11.,69 134476 nett!0 0 3
17Bef, .066;10 S1A.113 92539 101.7(3 131AA8 oommwcbb
13'.o 7 67.170 Too-OW AWt��MO MOAN 'L1.
13103 Bead 12668683 83.000 109.438 745.970 Mi990{ P70d19e1 Comu1
TABLE 3 74.70 7409 31.589 67793 0530 M11313&n
14':0 lay 372W ou 61100 109.376 13V60 sy
DOOR ?RACK ATTACHMENT SPLICE ,a•:w aeed 39.92657.313 84.OW MUSEtl� a1
16:2 shd 32;/5131846 84.938 lIL413 137.889
HEIGHT A B v D E E G H l J K L ►V3 N S 1412 12w 3736059170 85.vo9 1ma,v,3em IMMWIMOMMS arta •
-.. y Z"" yYx 1�� 14;2 gad 31. 061 1 1. 13&676
6 6y ¢s7s iii$f 46 .':56k. ?R r "r ���3..._ �Q xr�.= 1 1 s a 2n3 1 nROwtc r
7 3' 14' 27 38 446 5668' 76' 54• 37.
a.4& 31.82b 6&8,7 .Gua 340 M1701 88.OW ni,4 Lan 34. �m ,0.376 ��4 c tYe g
x.,1.7. ' �, sp8.1d
7 68881 938 114.013,4Lo99f�9119 X SIZE �� `61�t1s9HtMi
...1'i Cx. EceF "-St1:dF Jtb'rf1 ': 14'.a35.840 81.170 87.000 11zb3W 139.060 y N•17-10/O� �:s'3 t4•� e,` �1 47717 �.^„
3 1 6 87.000 114.4341 L 76 �bwa roN LORI)8 3 14' 27" 38 46" 56' 68" 78 88 d a31 69 61663 vale 116313 1428m 3m p- .i�4'�.7j"L4Ay, T• 14'.813.218/4812 tis. 88.000 309.59101.188152762 46.3 :C .� . X.408 ga �7"�15-a � O <..- mER m m 143. 5 4-�' ` 2 d H
t.r. _ 1 9` 3 14" 27 38 46 56' 68" 78 88" 100' 18;19 s.zs3 m. &11 1 � li d z1f..102^.,,900 45.600 67.300 69.01 It M.790 17L409 s41o3 j
1d'. a 133,126 6i. 16938 IMAM ve •t;/0 )f t •'f 1; s u S
19A Sha" 3133a 51"t 89.636 11mm 14&,118
la 3 14` 27 38 46 56 68 78 88100° 112' W.11 669 249004990 as-v 1tt700133.400, 190 a y CIS,
�,3 :5 .1 p WA Sud Il62 8193 909.000 115-,88 �4837fi LAME LUSSLE a„�.�� STATE OF •.�`�+
14�''�1' ='.38' _S ST tI SL _Sl10 ^4.'�� .A� "{ Vu Brz sn°[ 34.348 62663 90.930 t4B.2n 147.496 :NPAGT .]9 ''I•'•Al� Q �
732 l 15. 69
1 f t RESISTANCE
d .1 s 18 7.e ••• • 0�� S���`"O+•����, ••�i4
11 3 14" 27 38 46 56 61)1 78 881 100 110 124 W4 SI°n 26-000 59900 7&200 &04.800 01400 ttt lVlt 1 Gs\�1► • �
1'64 .a3T ' X21 38" 78 r8$n1 400" X130 ss 977 a •els az a • • •• 5714•'1711 • •
76'14 eu0 .673 3 3 21.658 14&4&6
12' 3" 5-4" 2T 38 40 56 680 78 88 100 110M"I 106" +r; 1w 13.43646.624 69.812 1& • • • • • • • • •
13 6 L9 44.900 41MG 70= 91000 115.700 M400161.= •• 000 • • ••
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