WS-15-729 Asn°RFs�, Miami Shores Village 1�
10050 N.E.2nd Avenue NES
.. .»
Miami Shores,FL 33138-0000
Phone: (305)795 2204 ; NO
l
Expiration: 10/1012015
Project Address Parcel Number Applicant
9701 NE 3 Avenue 1132060135730
Miami Shores, FL 33138-2401 Block: Lot: SHERRIE WILLIAMS
Owner Information Address Phone Cell
SHERRIE WILLIAMS 9701 NE 3 Avenue (305)527-6986
MIAMI SHORES FL 33138-
9701 NE 3 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,000.00
GARAGE DOOR ETC COMPANY (786)326-7574
Total Sq Feet: 45
Type of Work:REMOVAL OF OLD GARAGE DOORS&INSTA 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-3-15-55003
$2.00 04/13/2015 Credit Card $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 03/31/2015 Check#:4267 $ 50.00 $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 ?II work done by either myself, my agent, servants, or employes. I understand that separate permits are
required fo CAL,PLUMBING,MECH ICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
O ERS AFFIDAVI I certify at all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
c nstruction anuthoriz tie above-named contractor to do the work stated.
- April 13, 2015
Authorized Signatur Owner / Applicant / Contractor / Agent Date
Building De .rtment Copy
April 13,2015 1
t 1
Miami Shores Village =t ;tvU
�Svo Building Department MA2W5
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 -
INSPECTION LINE PHONE NUMBER:(305)762-4949
ffF\BC 20 (6
BUILDING Master Permit No,.WS ` 2�
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip: ,5
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): S� 2/� f (� �(:/t //�� <tif Phone#: .305 —
Address:T/ we'/ !V ��` �j !� ��>✓'
City: 1L(/ r A Olt 9 State: L_ Zip: Z /
Tenant/Lessee Name: Phone#:
Email: C—
CONTRACTOR:Company Name: t� %/ cr7 t� Phone#: '6_ 5
Z� 25-7,K
Address:
City: j't-/ Stater Zip: � e 7
Qualifier Name: i�J ✓r�S .YC) A� �y �°�`F Phone#: ,� 3 '�C 7� 7//�
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ v�,�- ��)• ��� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Al ration / r❑ New )<R(epair/Replace ❑ Demolition
Description of Work: Q� l GI' o/'`S
Specify color of color thru tile:
Submittal Fee • o-D Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ G O
(Revised02/24/2014)
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 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 is d. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
/� nature
Signaturel�(.� �-1 /± i g
OWNER or AGENT CONTRA
The foregoing instrument was acknowledged before me this The foregoing instrument was cknowledgeed before me this
-26 day of_mfth 20 , by ZLL day of MAc- 20 / C by
,'be ► f /�)�r��)Q/1)r,who is personally known to J !��/`� I^,12g who is personally known to
me or who has produced as me or who has prod ucedfE-- s
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Si Si
9_- 14�
Pri Print: � ,�,.,�p
6,�pRY � PJciary Rublic State of
Florida c�ubliC Siate of Florida
Sea Joanna m F efi�iano Seal: L
�oanna P re092753F 08275F wires 01/1212.018 't ` **********************************
C� 1
APPROVED BY ` 1� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Local Business Tax Receipt
Miami—Dade County, State of Florida
-THIS IS NOT ABILL-DO NOT PAY *ILBTJ
6260731
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
GARAGE DOOR ETC COMPANY RENEWAL SEPTEMBER 30, 2015
DOING BUSINESS IN DADE 6525423
COUNTY Must be displayed at place of business
Pursuant to County Code
Chapter BA-Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED
GARAGE DOOR ETC COMPANY 196 SPECIALTY BUILDING BY TAX COLLECTOR
CONTRACTOR 75.00 07/22/2014
Worker(s) 1 08BS00306 CREDITCARD-14-029199
This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license,
permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Sa-276.
ML S For more information,visit www.miamidade.goyhoxcollector
Construpionlrades gualil'ving
Will,+i�. BUSINESS CERTIFICATE OF OMPETENCY
t
"� 08BS00306 .�
GARAGE DOOR ETC COMPANY
D.B.A.:
FERIVA—N—DEZ DIONISIO A
is,Certified under the provisions of Chapter 10 of Miami-Dade County'
Municipal Contractor's Tax Receipt
Miami—Dade County, State of Florida
—THIS IS NOT A BILL—DO NOT PAY M C
CC NO: 08BS00306
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
GARAGE DOOR ETC COMPANY
DOING BUSINESS IN DADE COUNTY 7464206 SEPTEMBER 30, 2015
Pursuant to County Code
Sec 10-24
OWNER TYPE OF BUSINESS
GARAGE DOOR ETC COMPANY SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED
BY TAX COLLECTOR
175.00 03/27/2015
0247-15-003308
This receipt is not valid in the following Municipalities:Aventura,Doral,Hialeah,Key Biscayne,
Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay.
MI For more information,visit www miamidade gov/taxcollector
c
Mar 26 2015 11 : 42AM HP LASERJET FAX P. 1
CERTIFICATE OF LIABILITY INSURANCE DAT03/2610/15
03/28/2015
THIS✓CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE BELOW. THIS COCERTIFICATE CA E OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING NSUREREXTEND OR ALTER THE COVERAGE AFFORDED� HPOLICIES
,AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the cmiflcate holder Is an ADDITIONAL INSUR ,the P AIcy(ies)nmsbbserndofesd'tf*U fRO@ATM IS WANED,subject to
the terms and conditions of the PDIIcY,certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such andomement(s).
CON
PRODUCER PH F 305 817-0333
First General Insurance (305)817-0303 No ( )
AIL cbruzonWrstgeneralinsuranoe.corn
7900 NW 155 St,Suite 102
Miami Lakes, FL 33016 INSURERS AFFORDING COVERAGE NAIL S
Phone 305)817-0303 Fax (3051817-03334 INSURERA: GRANADA
INSURED INSURER :
GARAGE DOOR ETC.COMPANY INSURER C:
INSURER D:
PO Box 245310
INSURER E
Pembroke Pines FL 33024 INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
IN9RR TYPE OF INSURANCE 7L) U POLICY NUMBER MMID E NM%% P LIMITS
LT
GENERALLIASILITY EACH OCCURRENCE s 300,000.00
® COMMERCIAL GENERAL LIABILITY DA PR E TO 100,000.00
MI $ Ea rrence $
❑ ❑ CLAIMS�MDE ❑ OCCUR MED EXP iAn one erson $ 5,000.00
A ❑ 0185FL00055869 01/08/2015 01/09/2016 PERSONAL a ADV INJURY s 300,000.00
❑ GENERAL AGGREGATE s 300,000.00
GEN'L AGGREGATE LIMITAPPLES PER: PRODUCTS-COMPIOP AGO $ 300,DO0•00
❑ POLICY ❑ PRO• ❑ LOC S
AUTOMOBILE LIA6ILJTY COMBINED SINGLE LMIT
CF,acddeM
❑ ANY AUTO BODILY INJURY(Per parson) S
❑ ALLOVINEDSCHEDULED BOOILYINJURY(Par accident $
AUTOS ❑ AUTOS
NON-0114NED PROPERdY DAMAGE $
L] HIRED AUTOS ❑ AUTOS Per acct
❑ 0
$
❑ UMBRELLA LIAR ❑ OCCUR EACH OCCURRENCE $
❑ EXCESS LIM El CLAIMS.mADE AGGREGATE $
OED Ej RETENTION$ $
EP
WORKERS COMPENSATION PTER OTH-
WORKERSAND EMPLOYERS'LIABILITY YIN
ANY PRO PRIETOR/PAR7NERIEXECUTIVEF—j E.L.EACH ACCIDENT S
OFFICERMIEMBEREXCLUDED4 NIA
(Mandawyla NH) E.L.DISEASE•EA EMPLOYE S
I yes,dexnbe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Renxrks Schedule,K mora space Is required)
GARAGE DOORS
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
VILLAGES OF MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS.
10050 NE 2 AVE AUTHORIZED REPRESENTATIVE
MIAMI SHORES,FL 33138
®19 -20114 ACORD CORPORATION. All rights reserve
ACORD 25(2014101)QF The Af.ORD name and logo are registered marks of ACOI
F
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 9/3/2014 EXPIRATION DATE: 9/2/2016
PERSON: FERNANDEZ DIONISIO A
FEIN: 020735372
BUSINESS NAME AND ADDRESS:
GARAGE DOOR ETC COMPANY
3421 EAST SHORE RD.
MIRAMAR FL 33023
SCOPES OF BUSINESS OR TRADE:
DOOR AND WINDOW FENCE INSTALLATION
INSTALLATION AND REPAIR-
Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12), F.S.,Certificates of election to be exempt...apply only within
the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and
certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person
named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609
gHORES
,,,, ,,,,, Miami shores Village
-- ��� Building Department
ORIDp' 10050 N.E.2nd Avenue
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'
Owner
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this day of 1n,4rA1J 20
By .�/ I e Vy j l r AM S who is personally known to me or has produced
r
as identification.
Notary:
ay 2 Notary public state of Florida
SEA r"s®t
?°r Joanna A!i Feliciano
c �9y;ornmissior.FF 082753
a, oeE;<plres 011121?_018
a A u rn(I A
ragei Door ETC , Comp ,
786 - 326 - 7574
3/27/2015
State of Florida
County of Miami-Dade
Before me this day personally appears Dionisio A. Fernandez who,being duly sworn,deposes and says:
That he or she will be the only person working on the project located at:9701 N.E.3 Avenue Miami shores,Flo
rida 33138.
Sworn to(or affirmed)and subscribed before me this3l. Day of MPF51015,by S(O p, t q 2N L Nt5C_'�,
Personally known
/or produced identification F`
Type of identification produced ��— ��-� �' �C�h 11
Print,type or stamp name of notary
�#V 0 Notary Public State of Florida
y Co Alvarez
M
y g My Commission FF 158750
Expires 09/03/2018
I
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S�o�Q1ei� kJ i 1�►'�``1 S I�
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WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR
170 MPH, EXPOSURE C
BROWARD CO., FLORIDA
2010 FLORIDA`BUILDING CODE (ASCE?-10)
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE
FOLLOWING ASSUMPTIONS:
1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5)
ACCORDING TO ASCE7 CALCULATION METHODS.
2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE.
3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO
OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED.
NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT
REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.
THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER
NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE
NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE
INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE
THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL
CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE.
WORST CASE DESIGN PRESSURES (PSF)MEAN ROOF HEIGHT
16' 17' 18' 19' 20'
33.8 -42.4 34.2, -42.9 +34.6, -43.4 +35.0, -43.9 +35.4, -44.4 +35.8, -44.9
-42.7 +34.6, -43.2 +35.0, -43.7 +35.4, -44.2
N 8'x8' +33.4, -41.7 +33.8, -42.2 +34.2, 42 8 +34.7, -43.3 +35.1, -43.8 +35.4, -44.3
L 9'x7' +33.5, -41.8 +33.9, -42.3 +34.3, -
42.1 +34.3, -42.6 +34.7, -43.1 +35.1, -43.6
0 9'x8' +33.1, -41.2 +33.5, -41.6 +33.9, -39 9 +33.2, -40.4 +33.6, -40.8 +33.9, -41.3
Z 16'x7' +32.1, -39.0 +32.4, -39.4 +32.8,
-.j-j.9
E18
+31.7, -38.3 +32.1, -38.8 +32.5, - +32.8, -39.7 +33.2, -40.1 +33.6, -40.6
39.3 +32.9, -39.8 +33.3, -40.2 +33.6,
p +31.8, -38.4 +32.1, -38.8 +32.5, _38.6 +32.5, -39.1
' +31.4, -37.7 +31.8, -38.2 +32.2,
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
21' 22' 23' 24' 25'
8'x7' +36.1, -45.3 +36.4, -45.7 +36.7, -46.1 +37.0, -46.5 +37.3, -46.9
N8 +37.0, -46.3
'x8' +35.7, -44.6 +36.0, -45.0 +36.4, -45.4 +36.7, -45.8 +37.0, -46.2
L 9'x7' +35.8, -44.7 +36.1, -45.1 +36.4, -45.5 +36.7, -45.9
z 9'x8' +35.4, -44.0 +35.7, -44.4 +36.0, -44.7 +36.3, -45.1 +36.7,
Z 16'x7' +34.2, -41.6 +34.5, -42.0 +34.8, -42.4 +35.2, -42.7 +35.5, -43.1
a 16'x8' +33.9, -40.9 +34.2, -41.3 +34.5, -41.7 +34.8, -42.0 +35.1, -42.4
p 18'x7' +33.9, -41.0 +34.2, -41.4 +34.5, -41.7 +34.8, -42.1
18'x8' +33.6, -40.3
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES.�����������
%% W ESTER�i
��� P,.•�G E N
Mark Westerfield, P.E. �Q.••
8585 DUKE BLVD. No 48495 •••:
MASON, OHIO 45040
(513) 770-4800 =
FLORIDA P.E. No. 48495 %'53 STATE OF 1JJ�
5/7/2013 �i
M IAM IDMADE MIAMI-DADE COUNITY
Mo MINI PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) vrww.ndanfldade.gov/econoni
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
.SCOPE:
This NOA is being issued tinder 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 tested 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: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/
Optional Impact Resistant Lites (DP+42.0,-48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant
Lites", sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product
Control renewal 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, 1400 West Market Street,Troy,OH 45373,
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
'Miatni-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 NOA 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 renews NOA#12-0125.09 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 13-0625.06
MIAMICOUNTY Expiration Date: August 21,2018
r r
Approval Date: August 15,2013
Page I
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1,dated 06/13/2008, with revision 5 dated 01/06/2012,prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA #08-0618.03"
1. 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 2411 3.2.1, TAS 202-94
5)Tensile Test per ASTM E8
Along with marked-up drawings and installation diagram of 9'x 8', 24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab, Inc.,Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology,Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee,P.E.
C. CALCULATIONS "Submitted under NOA # 08-0618.03"
1. Jamb anchor calculations,prepared by Clopay Building Products Company, dated
06/13/2008,signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
Carlos M.rUtrera,P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Date: August 21,2018
E Approval Date: August 15,2013
- 1
Clopav Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering
&Testing, Inc., Test Report No. HETI-06-A002,dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E.
2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.
HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T CIear
Polycarbonate,prepared by Hurricane Engineering &Testing,Inc., Test Report No.
HETI-06-T634, dated 12/04/2006,signed by Rafael E. Droz-Seda,P.E.
4. Test repot on Self-Ignition Temperature per ASTM D 1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC
Laboratories, Test Report No. ETC-06-1024-17496.0,dated 05/26/2006, signed by
Joseph L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed apd
sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton, P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Date: August 21,2018
E-2 Approval Date: August 15,2013
4 3 2
CLOPAY MODELS 84A, 94, 98, H94 REV DATE OCTdAIFiIR/
IDEAL MODELS: 4RST, H4ST, 4F END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM. END STILES 02 03/16/01 0-40 MIN. WAS G-60
HOLMES MODELS: 48 HAVE (2) TOG-L-LOC CLINCHES AT TOP AND (2) AT BOTTOM, ALONG THE FRONT FACE: 03 04/2003 ADDED EXTENDED HEIGHT MODELS
• 21" SECTIONS HAYS (6) TOG-L-LOC CLINCHES: SECTION f3—E3
18" SECTIONS HAVE (4) TOC-L-LOC CLINCHES- 04 06/13/08 RODEO OPTK>NAL IMPACT RESISTANT LRES.
• ® ! !' DETAIL'0'
05 01/06/12 AFFIRMED COMPLIANCE VATH f8C 2010
TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT
(1) INTERMEOuTE SALE BETWEEN EACH EMBOSS, DETAIL '0' MULTIPURPOSLA BY DOOR INSTALLER (TO SUIT).
ATTACHED WITH TOG-L-LOC ((2) AT TOP & BOTTOM) 16tH BOND TAPE. CENTER HANG KOU67ED FOR LHR TOP BRACKET
f• DOORS OVER 8'HIGH. DOUBLE HORIZONTAL
0 URETHANE ADHESIVE (ALONG CENTER). OPTKk+A1 D£CORA7rvE TRACK
D --_p A SNAP-IN N3S£RI. / \ FRONT FRAVE Of AACADf.
ONE ROW OF IMPACT-RESISTANT GLAZING IN FITHER 1 GE SS04000AC STRUCTURAL D
TOP SECTION (SHOWN)Qg NEXT-TO-THE-TOP L. SILICONE SEALANT. VERTICAL TRACK ATTACHED TO FUG BRACKET
!< !< !< u r< N K SECTION([TOT SHOWN). WITH(1) 3/8'x3/4'CARRIAGE BOLT. _
GLAZING SIZE INJECTION IB-1/2'MOLDED E 11'- ? 13 GA CALV,STEEL RAG BRACKET.EACH FASTENED TO LOW HEADROOM OPTION
AN APPROVED CC2 PL.LSTIC IM ACCORDANCE LEXAN WITH
0-IBB . / WOOD JAMB WITH (3)5/16'x1-1/2'WOOD LAG SCREWS.
18C/Fac 260& •� i
SEE SECTION B-B FOR ASSEMBLY DETAILS. DOOR BRACKET PLACEMENTS
•t IMPACT RESISTANT `�'
VERTICAL TRACK ATTACHED TO HKKI20MA NEK;M 'L' 1 X2 3 4 %5 -X6-
ONE-PIECE
INJECTION f- TRACK WITH(2) 1/1'x3/l'TRACK BOLTS. 6-6 70 3-1/2- t 35.
MOLDED GE LE%T 7-0 76 3-1 2 10 38 66
SLX2432T FRONT 82- -1 I - -
I FRAME& GLAZING. = f 0 88 3-I 2 t0 34 58 - -
= SEE INTERMED. HINGE 8- - -
DETAtL. POLYSTYRENE RETAINER 1 -I
i Q 8'-6' 94' 3-1 2" 10' 34" SS 82
FASTENED TO TO FRAME WITH �j 2'GALV. STEEL TRACK, -6 3-1 2 t0
8 SEE ENO HINGE DETAIL. (10) /e x 3/4'PAN HEAP
MACHINE SCREWS. 4 TRACK THICKNESS: 0.060. 10-0 112IIF _ -i 10 34 58 82
7~C �- I -6 1
u I I-0' 124 - ••
fiz
1 3-t 2' 10 4' 82" 106•'
LOCK POSITIONFEACH
(BOTH SMEs).SEE 12-0 136
LAYOUT OF ETCH LOCK FOR DETAILS. ? 'X4' TYP. 2-1/2•x12 GA GAILY.
INSTALLER RETAIL TABLE ) IL STEEL TRACK BRACKET.
MODEL MODEL DESCRIPTION NUMBER CI
C 94. H94, DOOR HEIGHT of %3' PREPARATION OF JAMBS BY OTHERS C
4RST,HAST 84'1` 48 WOOOGRAIN TEXTURE,RAISED PANEL,GALV. INTER.SOLES SECTIONS'
98. 4FWOOOGIWN TEIQUR£,FLUSH PANEL.CAV.LATER. STILES 60 T 7D 4 NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
LOCATION OF — A 7 6_T08 9 5 "%2"L BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
OPTIONAL VENTS '0' TO 1 '6' 6 BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
IA1AX. DOOR WIDTH 9'-0' --) SECTION A-A t 9 TO AZO 7 •-' -;Xtc'-- CODES FOR THE LOADS LISTED ON THIS DRAWING.
•SECTION ARE CM"T4•on H•IUGR+
INSIDE ELEVATION 24 GA. (0-0239' MIN. THICK) ODS STEEL 2' THICK
(MIN. YIELD 35.7 KSI) EXTERIOR SKIN WITH I— JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL (TOP)JAMB
G-40 GALVANIZING. BAKED-ON PRIMER
(NO LOAD FROM DOOR)
SNAP LATCH ENGAGES AND A BAKED-ON POLYESTER PAINTED F` NOTES
ONTO VERTICAL TRACK. TOP COAT APPUEO TO BOTH SIDES OF 1. ALL THE LOAD FROM THE DOOR 1S TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.6
ONE SNAP LATCH ON EACH END STEEL SKIN. (ASTM No.A653). VERTICAL SYP(GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
SIDE OF DOOR. INTER. STILE HORIZONTAL (TOP) JAMB.
INTER. SALE 2.'fL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH
sine �-Loac
BAR SLIDE BOLT LOCK OUNTING SURFACE. FASTENER
OUTS[ GUIDE ENO ENGAGES INTO 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS Ma USED IN THE CALCULATION Of ALLOWABLE LOADS FOR TYPE
f�
OUTSIDEHANDLE STILE VERTICAL TRACK 12 GAL CLV.ASTEEL TOP ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
KEYED STILE ONE LOCK ON ROLLER BRACKET
HANDLE LOCK BAR EACH SIDE OF (2-1/2' x 5-3/8')• WOOD FRAME BUILDINGS
INSIDE HANDLE EACH BRACKET ATTACHED STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN 3) 2x6 PRESSURE TREATED SYP
OUTSIDE KEYFn TOCK EACH SIDENGAGES E
DOOR. WK4)SCREWS.
SHEET ( MAX. O.C.
OI!iS1DF KFYFD TOCK EACH 510£ tNSID UInF B T METAL SCREWS. (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER ,
SNAP LATCH LOCK OPTION LOCK BAN I OCKINGOF DOOR. LOCK OPTION STRESS IN BENDING (F,). STUB WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
B BLOCK WALL OR CONCRETE [�
14 GAL GAIN. STEEL 2x6 SYP (GRADE 12 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR B
ENO HINGE. EACH CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING 2.6 VERTICAL JAMB
2-3/4' 2_1/4• FASTENED TO END BaRS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE
STILES W/(4) /14x5/8" BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
�� a)Et1144.5/8-SHEET METAL ,` SHIP LAP JOINTS. A T SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD.
'
�
O 1
1 I I �� FR
J I �)Cj�i`I)rWED TAPPING
1/4 SELF HG $CREWS.
7 T/z -1/2' °°VIT'lYinB WI1h the F1oFida 2-1/4' TALL x 20 G.A. Cray. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
O AIJIipt m N ( ) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS
o MM / / STEEL MIN.YIELD 80 KSI
(4) 1/4'x3/<'SELF AcOI'ptbTfc�Idb/f- u'l ,QV U-BAR. TWO U-BARS PER MAXIMUM
TAPPING Zvftleion SECTION. EXCEPT THIRD
14 GA. ENO HINGES 8 ON CENTER
�W^B 18 Crl INTERMEDIATE bwi HINGE SECTION AR. E HAS ONLY
�G_ L ONE U-BAR. EACH u-BAR DISTANCE STEEL
ATTACHED WTH 1/4' SELF BUILDING TYPE FASTENER TYPE BETWEEN WASHERS
Miami i or pr C'otttr[d TAPPING SCREWS. (2) C-90 BLOCK HOLLOW OR FASTENERS REQUIRED?
JAMB CONFIGURATION SCREWS AT EACH END AND GROUTED i/4- x 3' (1-1/4' EMBED) TTW TAPCON CONCRETE ANCHOR (2-1/2' MIN. EDGE DISTANCE) 10-1/2' 1' O.D.
STOP MOULDING BY DOOR INTERNED. STILE LOCATION. 2:0 PSI MIN, CONCRETE 14 x 4 1-J 4 EM8E0 1-TAPCON CONCRETE ANCHOR 2-I 2 MIN, EDGE DISTANCE 24 M.D.ALLER (TO SUIT) I MIN. 1 2 : a 2-1 4 ENDED SWPSON STRONG-TtE WEDGE-ALL WEDGE ANCHOR 2 MIN. EDGE DISTANCE 21-1 2 13 GA. GALV. STEEL BOTTOu wOOD FRAME 1 2' x a 1-5 8' EMBED LAG SCREW ASTM A307 GRAOE a2-1 2 MIN. EDGE DISTANCE 24 20 CA MIN. GALV. STEEL ENO STILE, 2-5/8"E. BRACKET (3-1/2-x 5-1/2") 2000 PSt MiN. CON ETE T 2 x a 2-I 2 EMBED w£J-IT SUEE1/E ANCHOR 2-1 2 MIN. EDGE TXSTANCE 24
/ 2D GA MIN. GALV. STEEL INTERN, STILE, 2'x2 ATTACHED WITH (2) /14x5/8'
12 GA G&V STEEL TRACK SHEET METAL SCREWS. - FIRST ANCHOR/SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIM M ON CENTER DISTANCE.
BRACKET FASTENED TO WOOD HIGHEST ANCHOR/SCREW INSTALLED AT LEAST AS HIGH AS THE DOOR OPENNIc HEI HT. `
A JAMB WITH ONE 5/16'x1-112' ALUMINUM EXTRUSION & VINYL WEATHERSTRIP• EXTRUSION 1 I T1`I 1 71,1�6.61GN
WOOD LAG SCREW PER BRACKET. ATTACHED WITH /8x1/2' SELF TAPPING SCREWS AT 18" A
t8 L;A QALY. STEEL INTER, HINGE FASTENED TO CENTER ON CENTER SPACING ((6) SCREWS ON 9W DOOR). FLORIDA .I, No ,6,2� LOADS: +42.0 PSF & -48.0 PSE.
2'GALV. STEEL TRACK FASTENED STILE W/(4)EACH 114x5/8'SHEET METAL SCREWS. .00 f-03� $EA(,E' '� PAGE: FLAX Sf2E
TO TRACK BRACKETS. EACH TOLERANCES ., •L• .r -•
BRACKET ATTACHED WITH ONE 7/16 ROUND PUSHNUT IS INSTALLED OV EACH ROLLER SHAFT. N�
�� unless Stoked Olherw;se •000 = *.OTS
V' 1 OF i 9'0'W x 12'0"H
1/4'x5/8-BOLT& NUT Qpy TWO a GA GALV. STEEL ENO HINGE FASTENED TO END STILLS W/(4) EACH .0000 = *.007 DATE= 4
I/4' RIVETS. /14x5/8' SHEET METAL SCREWS & (4) 1/4'SELF TAMNC SCREWS. O I SDS
Degrees = *1/2• - •t! DESCRIPTION:
n SINGLE CAR W7 PAN DOOR
iFttS PRODUCT CONFORMS TO CLOPAY BUILDING PRODUCTS DRAWN BY: - WITH IMPACT RESISTANT LITES
THE REQUIREMENTS Of THE 2007 2' 10 BALL STEEL ROLLER (1-3/16_x7/I6'x4') Building Products 8585 DUKE BLVD. Twn�c nvrR£R•AND 2010 FOC. WITH STEEL OR NYLTON ARE- MASON, OWO 45040 CHEC 'Com an 513 770-4800 SH101702 MD