WS-17-1492V4S11-- 1492
4-4707
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Pe
mit
Permit NO. WS -6-17-1492
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit "Status: APPROVED
Issue Date: 6/6/2017
Expiration: 12/03/2017
Parcel Number
Applicant
102 NE 102 Street
Miami Shores, FL 33138-
1132060131900
Block: Lot:
NICHOLAS EDWIN DUKE JTRS
Owner Information
NICHOLAS EDWIN DUKE JTRS
Address
102 NE 102 Street
MIAMI SHORES FL 33138-
102 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone
ADCO OVERHEAD GARAGE DOOR IN (305)885-8836
Cell Phone
Phone
(917)533-4477
Cell
Valuation:
Total Sq Feet:
$ 768.00
60
Type of Work: REPLACE ONE GARAGE DOOR (8'x7') NEW
No of Openings: 1
Additional Info: REPLACE ONE GARAGE DOOR (8'x7') NEW
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$2.00
$2.00
$0.20
$110.00
$9.00
$0.80
$124.60
Pay Date Pay Type
Invoice # WS -6-17-64221
06/06/2017 Credit Card
06/06/2017 Credit Card
Amt Paid Amt Due
$ 74.60 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
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 AFFIDA gI certify th
construction and z
t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
more, I auth z1. e above-named contractor to do the work stated.
/1 /
Author' ". Sig atOwner / Applicant /
Building Department Copy
Contractor / Agent
June 06, 2017
Date
June 06, 2017 1
- S ce.'2)1
Miami Shores Village
Building Department
RECEIVED
JUN 2017
BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949STh
FBC 20► 9"
BUILDING Master Permit No. NS \1 -1412
PERMIT APPLICATION Sub Permit No.
,BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
ion iJe ion s-Eree-F
City: Miami Shores / County: Miami Miami Dade Zip: 33 /,3'
Folio/Parcel#: / 1 -c 3r Old _ 0/3 - J �tMO Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE`. FFE:
OWNER: Name (Fee Simple Titleholder): Ai f ch 0/Qs ,0OP Phone#: c6 4 5 - 7-90. ,
Address: la-) /vE �t &--I__
City: M 10 Yl')1 ,sr )_io d'ce,S State: r L., Zip: 3,3/ 3r.
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: _A dC(c Ovei''i1 Cp 6a ra hone#:
Address: 76-77 7 N OJ vV &4,
City: /V i '' i)111 State: L Zip: 33/6j(Q
Qualifier Name: / > YY) bp 7 F'rfl KW' e2 Phone#:
State Certification or Registration #: Certificate of Competency #: �S (V) 796-
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ / t(J b " ° Square/Linear Footage of Work: 60 St, .
Type of Work: ❑ Addition ❑ Alteration
Description of Work:
❑ New Repair/Replace ❑ De olition
Specify color of color thru tile:
Submittal Fee $ 1a Permit Fee $ xt 1\ 0 CCF $ 0 • 60 CO/CC $
Scanning Fee $ 9 Radon Fee $ Z DBPR $ Z Notary $
Technology Fee $ 0 .B0 Training/Education Fee $ 0 • ZO Double Fee $
Bond $ �( 4
TOTAL FEE NOW DUE $ 11 • 6n
Structural Reviews $
(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: A/soy a-certified-copy-oftheTecorded-nutice-of commencement -must be posted at the jonrte
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such poj• notice, the
inspection will not be approve- .nd a reipection fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
) `t +hay��of (� May , 20 /7 . , by
1I\11614O(ICZS �V , who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
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RECEIVED
2017
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RECEIVED
2017
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MIAMFDADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, 01145040
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 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 W8 Steel Pan Sectional Garage Door up to 9'-0" Wide w/ Impact
Resistant Lites (DP +48.0, -54.0 PSF)
APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites",
dated 10/23/2006, with revision 04 dated 02/2015, sheet 1 of 1, 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, manufacturing address, 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.
LIMITATION: This approval requires the manufacturer to test all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8
by a Miami Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,
the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with
yield strength of 30,600 psi or more shall be used to make door panels under this 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 NINA shall be provided jo the ysfr by the manufacturer or its distributors and
shall be available for inspection at the job site at the relutkt teptjilding Official.
This NOA renews NOA # 15-0225.03 anc?consictsbfThy pagC. t Ind tyidence pages E -I and E-2, as well as approval
document mentioned above.
.. ... .. . . ?rid.
The submitted documentation was reviewed by Carlos M. Utrera, P.F.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mia m i dade.cov/economv
MIAM1-DADE COUNTY
APPROVED
• ••••
• • . . . . . . .
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.•••• • • • • ••• • .
NOA No 16-1208.04
Expiration Date: February 21, 2022
Approval Date: January 26, 2017
Page 1
Clonav Buntline Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites",
dated 10/23/2006, with last revision 04 dated 02/2015, sheet 1 of 1, prepared by
Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.
13. TESTS "Submitted under NOA # 06-1107.02"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202
2) Large Missile Impact Test per FBC, TAS 201
3) Cyclic Wind Pressure Loading per FBC, TAS 203
along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel
Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No.
ATLNC 1008.01-07, dated 11/05/2007, signed and sealed by David W. Johnson, P.E.
"Submitted under NOA # 06-1107.02"
2. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus, per ASTM
G155, Test Report No. HETI-06-A002, prepared by Hurricane Engineering and
Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E.
3. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports
No. HETI-06-T566 and HETI-06-T634, prepared by Hurricane Engineering and
Testing, Inc., dated 07/14/2006 and 11/08/2006, signed and sealed by Rafael E. Droz-
Seda, P.E.
4. Test report on Self -Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D
635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06-1024-17496.0,
dated 05/26/2006, signed and sealed by Joseph L. Doldan, P.E.
C. CALCULATIONS "Submitted under NOA # 06-1107.02"
1. Anchoring calculations prepared by Clopay Building Products Company, dated
10/24/2006, signed and scaled by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
• ' �..
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4100 . . . 0410 • .
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 16-1208.04
Expiration Date: February 21, 2022
Approval Date: January 26, 2017
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CER 1 FICATIONS "Submitted under NOA # 06-1107.02"
1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI-06-
T596, T597 and T598, dated 08/24/2006, signed by Rafael E. Droz-Seda, P.E.
2. Salt Spray Exposure Test Report No. 30160-04-63365, prepared by Stork Twin City
Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E.
F. STATEMENTS
1. Statement letters of code conformance to the 5th edition (2014) FBC and of no
financial interest, both issued by Clopay Building Products Company, dated
12/06/2016, signed and sealed by Scott Hamilton, P.E.
"Submitted under NOA # 15-0225.03"
2. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC
issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed
by Scott Hamilton, P.E.
"Submitted under NOA # 12-0105.01"
3. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 01/04/2012, signed and sealed by Scott Hamilton, P.E.
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Carlos M. Vtrcra, P.E.
Product Control Examiner
NOA No 16-1208.04
Expiration Date: February 21, 2022
Approval Date: January 26, 2017
D
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0000040 OR STRUCTURE ANI* N 060054090E F N CURRENT DADA
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2. All Ave OSAKA WAY 0E (BUT ARE NOT MOORED 70 RF) C01UN1(45JMK 10 PRIMA A FLAN
40541010 SIWAEE
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ROMA P.E. N.. 63236
4
3
Clopay
Building Products
Company
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DAWN SOQIO &r g3Z .090 S 3015
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NOTED
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TSRH IMPACT RESISTANT LRES
0X0000 111.
541
WANING NARKA YON
B 103547
1
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B
A
'WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE C, 2010 FLORIDA BUILDING
DADE CO., FLORIDA
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.
CODE(ASCE7.10)
C
Clupay®
BUILDING PRODUCTS
A Griffon Company
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
WORST CASE DESIGN PRESSURES (PSF)
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
MEAN ROOF HEIGHT
23'
UP TO 15'
16'
25'
17'
OPENING SIZE
18'
+38.3,
19'
+38.7,
20'
+39.0,
21'
+39.4,
OPENING SIZE
8'x7'
+35.6,
-44.7
+36.0,
-45.2
+36.4,
-45.7
+36.8,
-46.3
+37.3,
-46.8
+37.7,
-47.3
+38.0,
-47.7
8'x8'
+35.2,
-44.0
+35.7,
-44.5
+36.1,
-45.0
+36.5,
-45.5
+36.9,
-46.1
+37.3,
-46.6
+37.6,
-47.0
9'x7'
+35.3,
-44.1
+35.7,
-44.6
+36.1,
-45.1
+36.5,
-45.6
+36.9,
-46.1
+37.4,
-46.7
+37.7,
-47.1
9'x8'
+34.9,
-43.4
+35.3,
-43.9
+35.8,
-44.4
+36.2,
-44.9
+36.6,
-45.4
+37.0,
-45.9
+37.3,
-46.3
16'x7'
+33.8,
-41.1
+34.2,
-41.6
+34.6,
-42.0
+35.0,
-42.5
+35.4,
-43.0
+35.8,
-43.5
+36.1,
-43.9
16'x8'
+33.4,
-40.4
+33.8,
-40.9
+34.2,
-41.3
+34.6,
-41.8
+35.0,
-42.3
+35.4,
-42.8
+35.7,
-43.1
18'x7'
+33.5,
-40.5
+33.9,
-40.9
+34.3,
-41.4
+34.7,
-41.9
+35.0,
-42.4
+35.4,
-42.8
+35.8,
-43.2
18'x8'
+33.1,
-39.8
+33.5,
-40.2
+33.9,
-40.7
+34.3,
-41.2
+34.7,
-41.6
+35.1,
-42.1
+35.4,
-42.5
WORST CASE DESIGN PRESSURES (PSF)
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING BRANDS C• LOPAY; : ••••
IDEAL,AND HOLMES. •• •
•• •.• .. • . . ..
Scott Hamilton, P.E.
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770-4800
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 RO1 [RETROFIT]
• •••
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STATE OF 44
47.7
MEAN ROOF HEIGHT
22'
23'
24'
25'
OPENING SIZE
8'x7'
+38.3,
-48.2
+38.7,
-48.6
+39.0,
-49.0
+39.4,
-49.4
8'x8'
+38.0,
-47.4
+38.3,
-47.8
+38.6,
-48.2
+39.0,
-48.6
9'x7'
+38.0,
-47.5
+38.3,
-47.9
+38.7,
-48.3
+39.0,
-48.7
9'x8'
+37.6,
-46.7
+38.0,
-47.2
+38.3,
-47.6
+38.6,
-48.0
16'x7'
+36.4,
-44.3
+36.7,
-44.6
+37.0,
-45.0
+37.4,
-45.4
16'x8'
+36.0,
-43.5
+36.3,
-43.9
+36.7,
-44.3
+37.0,
-44.7
18'x7'
+36.1,
-43.6
+36.4,
-44.0
+36.7,
-44.4
+37.0,
-44.7
18'x8'
+35.7,
-42.9
+36.0,
-43.2
+36.3,
-43.6
+36.6,
-44.0
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING BRANDS C• LOPAY; : ••••
IDEAL,AND HOLMES. •• •
•• •.• .. • . . ..
Scott Hamilton, P.E.
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770-4800
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 RO1 [RETROFIT]
• •••
• • • •
• • • • • •
• • • •• .
• •• • •
••• • •
•
••• •
• •
• •
• Y •
• •• •
••• •
011111111104,
‘,
:` No 63286
y
� *R w t'R
• • •
• • •
• •••
• • •
• • •
• •
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•
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• •
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•
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•
STATE OF 44
47.7