WS-10-1822Inspection Number: INSP- 153079
Scheduled Inspection Date: November 08, 2010
Inspector: Bruhn, Norman
Owner: LEROY, PIERRE
Job Address: 9301 NW 2 Court
Miami Shores, FL 33150-
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Building Department Comments
REPALCED GARAGE DOOR 8 X 7
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
November 05, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Number: WS -10 -10 -1822
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1131010150400
Page 15 of 17
IQ)
1
BUILDING
PERMIT APPLICATION
FBC 20
Is Building Historically Designated YES
Value of Work For this Permit $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) , Pfb Phone # `7 SY /2
Owner's Address / A!) 2 c-
City /22 /'3 2 S//09,6: s • state Zip 33/ Z
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done) 9 3 1 rJ W C-+
City Miami Shores Village County Miami -Dade Zip 33 t
FOLIO / PARCEL # 111 310 - 015 .- 0(400
75 OJW 7O f
NO
Contractor's Company Name 4- 1GCo QUerilegJ �yg Oaof5 Phone # &4.� 2 S' F234. Contractor's Address 00
City /A • State FL Zip 33i64'
Qualifier Name Aka 01 (rggg �f5 Phone #
State Certificate or Registration No. OO Certificate of Competency No. Q.2 - D300775
Contact Phone
E -mail
Type of Work: ['Addition ❑Alteration ❑New
Describe Work: qephf ceol r g
Master Permit No.
Architect/Engineer's Name (if applicable) Phone #
• Square / Linear Footage Of Work:
. Repair/Replace
OCT 1 % 2010
Permit No. WS t V
Flood Zone
sg
❑ Demolition
********* * * * * * * *:r * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ SO -CZ Permit Fee $ //0 CCF $ CO /CC $
Notary $ Training /Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ // - 0
See Reverse side -+
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
7
)► Signature
Owner or Age
foregoing instrument was ac ledged before m phis 'The foregoin
day of O , 20 (oby l t .. t 2( Q... C �
who isona ,lly known to me or who has pro duced
NOTARY PUBLIC:
My Commission Expires:
APPROVED BY
(Revised 07 /10 /07)(Revised 06/10/2009)
As identification and who did take an oath.
Comr,ussio v o 03 2010
Expire,
�..,
BONDED T =s
/0
Plans Examiner
Engineer
Signature
actor
trument was acknowledged be ore me this
day of ,20Jb'by P7)
who is .ersonall n to me or who has produced
Sign: Xpires:
"NW" 1r
Print: '� ~� _ s .yi s►` } 1
Yom= Comp 2012
My Commission sg AUG. �c o.,INc
R �Zi eo TIM ATLANTIC
Zoning
Clerk checked
•
. . •
• •
•
•
•
•
•
•
• •• •
• • •
• • •
• • ••
• • •
••• • •
• • •••
•• •• •
• • • •
• • •
• • •
• • •••
• • •• • •
•• •
• • • •
• • • • •
• • •
• • • •
• •• •
•• •
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•
•
•
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR
146 MPH, EXPOSURE C
DADE CO., FLORIDA
2007 FLORIDA BUILDING CODE (ASCE7)
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) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00)
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
WORST CASE DESIGN PRESSURES (PSF
8'x7'
8'x8'
9'x7'
+44.5, -55.5
+44.5, -55.6
+44.1, -54.7
+42.6, -51.8
+42.2, -51.0
+42.2, -51.1
+41.8, -50.2
9'x8'
16'x7'
16'x8'
18'x7'
18'x8'
MEAN ROOF HEIGHT
21'
+44.1, -55.4
+43.7, -54.6
+43.8, -54.7
+43.3, -53.8
+41.9, -50.9
+41.5, -50.1
+41.5, -50.2
+41.1, -49.3
22'
+44.5, -55.9
+44.1, -55.0
+44.1, -55.1
+43.7, -54.3
+42.3, -51.4
+41.8, -50.5
+41.9, -50.6
+41.4, -49.8
23'
+44.9, -56.4
24'
+45.3, -56.9
+44.9, -56.0
+44.9, -56.1
+44.5, -55.2
+43.0, -52.3
+42.6, -51.4
+42.6, -51.5
+42.2, -50.6
25'
+45.7, -57.4
+45.2, -56.5
+45.3, -56.6
+44.8, -55.7
+43.4, -52.7
+42.9, -51.8
+43.0, -51.9
+42.5, -51.1
••••
• •
• THIS'CALCGI.A'�1ON SHEET IS ONLY VALID FOR THE
FOtI.1INC®B1 ►NDS: CLOPAY, IDEAL, AND HOLMES.
•
• '•"
8585•
• • MASON, OHIO 45d4Q
(513) 10 -4800 •
• FLOFFIb'A r•E . No rin'6
• • 10/1672669 : • •
File:OAREECO WdRSTtASE R00 [RETROFIT]
clo
BALDING DUCTS
A Griljbn Company
OPENING SIZE
MEAN ROOF HEIGHT
UP TO 15'
16'
17'
18'
19'
20'
N
w
O
3ZIS ONIN3dO
8'x7'
+3,
-5 '
+41.8,
-52.5
+42.3,
-53.1
+42.8,
-53.7
+43.3,
-54.3
+43.7,
-54.9
8'x8(
+40.9,
-51.
+41.4,
-51.7
+41.9,
-52.3
+42.4,
-52.9
+42.8,
-53.5
+43.3,
-54.1
9'x7
+ . ,
- .2
+41.4,
-51.8
+41.9,
-52.4
+42.4,
-53.0
+42.9,
-53.6
+43.4,
-54.2
9'x8'
+40.6,
-50.4
+41.0,
-50.9
+41.5,
-51.5
+42.0,
-52.1
+42.5,
-52.7
+42.9,
-53.3
16'x7'
+39.2,
-47.7
+39.7,
-48.2
+40.1,
-48.8
+40.6,
-49.4
+41.1,
-49.9
+41.5,
-50.5
16'x8'
+38.8,
-46.9
+39.3,
-47.4
+39.7,
-48.0
+40.2,
-48.5
+40.6,
-49.1
+41.1,
-49.6
18'x7'
+38.9,
-47.0
+39.3,
-47.5
+39.8,
-48.1
+40.2,
-48.6
+40.7,
-49.2
+41.1,
-49.7
18'x8'
+38.5,
-46.2
+38.9,
-46.7
+39.4,
-47.3
+39.8,
-47.8
+40.3,
-48.3
+40.7,
-48.9
•
•
•
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR
146 MPH, EXPOSURE C
DADE CO., FLORIDA
2007 FLORIDA BUILDING CODE (ASCE7)
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) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00)
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
WORST CASE DESIGN PRESSURES (PSF
8'x7'
8'x8'
9'x7'
+44.5, -55.5
+44.5, -55.6
+44.1, -54.7
+42.6, -51.8
+42.2, -51.0
+42.2, -51.1
+41.8, -50.2
9'x8'
16'x7'
16'x8'
18'x7'
18'x8'
MEAN ROOF HEIGHT
21'
+44.1, -55.4
+43.7, -54.6
+43.8, -54.7
+43.3, -53.8
+41.9, -50.9
+41.5, -50.1
+41.5, -50.2
+41.1, -49.3
22'
+44.5, -55.9
+44.1, -55.0
+44.1, -55.1
+43.7, -54.3
+42.3, -51.4
+41.8, -50.5
+41.9, -50.6
+41.4, -49.8
23'
+44.9, -56.4
24'
+45.3, -56.9
+44.9, -56.0
+44.9, -56.1
+44.5, -55.2
+43.0, -52.3
+42.6, -51.4
+42.6, -51.5
+42.2, -50.6
25'
+45.7, -57.4
+45.2, -56.5
+45.3, -56.6
+44.8, -55.7
+43.4, -52.7
+42.9, -51.8
+43.0, -51.9
+42.5, -51.1
••••
• •
• THIS'CALCGI.A'�1ON SHEET IS ONLY VALID FOR THE
FOtI.1INC®B1 ►NDS: CLOPAY, IDEAL, AND HOLMES.
•
• '•"
8585•
• • MASON, OHIO 45d4Q
(513) 10 -4800 •
• FLOFFIb'A r•E . No rin'6
• • 10/1672669 : • •
File:OAREECO WdRSTtASE R00 [RETROFIT]
clo
BALDING DUCTS
A Griljbn Company
OPENING SIZE
e• u
•
•
•
••
• •
•
•
•
•
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
MIAMI COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buldingcode
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and
accepted by the Board of Rules and Appeals (BORA) 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 Division
(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. BORA reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Division 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 Steel Pan Garage Door with Impact Lites
APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated
10/23/06, with last revision dated 11/14/07, 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 Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 do testing of 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 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
sainted from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only
cei4.wth yield st aw of 30,600 psi or more shall be used to make door panels for Dade County under this Notice of
Acc�e,pptance • •
Ab liT1SEIkIENTi The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date+rney be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in itsvantirety. • • • • •
kNPECTIOr A,epy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
illail.b.lavailat at the job site at the request of the Building Official.
This NOA revtgtS'1OA # 06- 1107.02 and consists of this page 1, evidence page E -1, as well as approval
document melttittt ti above.
TILL Shcynittecalte&t ntation was reviewed by Carlos M. Utrera, P.E.
•••• • ••
• • •
• •
NOA No 07- 1120.06
Expiration Date: February 21.2012
Approval Date: January 3, 2008
Page 1
OP ,
Clopay Building Products Company
• • • ...• • ..
• • • •
• • • •
• •
NOTICE OF ACCEPTANCE:
E -1
EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated
10/23/06, with last revision dated 11/14/07, sheet 1 of 1, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus, per ASTM G 155,
Test Report ';No. " IETI- 06- A002," prepared by Hurricane Engineering and Testing,
dated 11/08/06, signed and sealed by Rafael E. Droz-Seda, P.E.
2. Tensile Test on GE Lexan SLX2432T, per A 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/].4/06 and 11/08/06, . signed and sealed by Rafael E. Droz -Seda, P.E .
3. Test report on Self- Ignition Temperature (ASTM 1929), Rate of Burn (ASTM D 635) and
Smoke Density (ASTM D 28431 Test Report No. ETC - 1024 - 17496.0, dated 05/2 6/06,'
signed and sealed by Joseph L. "Doldan, P.
(Evidence Submitted under NOA # 06 -1107.02)
4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FEW, 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
dated 11/05/07, signed and sealed by David W. Johnson, P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/06,
signed and sealed by Scott Hamiton, P.E.
(Evidence Submitted under NOA # 06- 1107.02)
D. MATERIAL CERTIFICATIONS
1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI 06 - T596,
T597 and T598, dated 08/24/06, 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 01/26/05, signed by John D. Lee, P.E.
• 4 1 1 1 • STATEMENTS
• • • 1. • • Coe Compliance letter issued by Clopay Building Products Company, dated 12/13/06, signed
• • • and by Scott Hamilton, P.E.
• • • 2. :• :IQ :merest letter issued by Clopay Building Products Company, dated 10/26/06, signed and
• • • • • • • €ealed by Scott Hamilton, P.E.
• • • . •
• acidence Submitted under NOA # 06-1107.02)
• .•.•
• • ▪ •••• •
• • •
/7/0
Carlos M. Utrera, P.E.
roduct Control Examiner
NOA No 07- 1120.06
Expiration Date: February 21,
Approval Date: January 3, 2008
INTER. SNLE
12120E
HANDLE
SNAP INCH EtGACE5
ONTO VERTICAL TRACT(.
ONE SNAP EATON ON EACH
SCE OF 0008.
2 - 3/4' -J
7 -1/2'
1 I,
• • ••• • • • •••
•• •• • • • .• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • • • • • • • • • • •
e2lIDlE
4
CLOPAY MOQELS 84A, 94, 98. H84• • •
JOEL MOjEES: 44ST• H4ST.••F • END ST '.
HOLMES MOIOELS.48• • • • • • ,. T ts
• • • • •. 16'
• • • • •
••• •
Phi
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EN
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INSIDE
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WEED
LOCATION OF
0844089E MAX DOOR WO1H • 9' -O"
INSIDE ELEVATION
SOLE
Masa
Noma
LOCI( RN
TrACK 0•
0� F EACH S4OE 745N Si N Q
3.026.(368 .1.0061110 OF DOOR.
2 -1/4'
,(AMB CONFIGURATION
N
12 GL
BRACKET F /
/6'ar -1 2'
W 1.8G WREN PER BRBC ET.
2' 0ALV. STEEL. 744808 FASTENED
10 TRACK BRACKETS. EACH
BRACKET *17ACHEO WITH 0.10
1/45 SW 4/8' B. NUT 28 Iwo
4/4 4444615
4
• •
ACHE170 0100 1008 WITH ?AT¢TTEO 100 -4 LOC SYSTEM END $70.09
HEN AT Tor AND (2) AT 80TT014, A10N0 THE 4ROH1 FACE:
000-1 -1110 CLOCHES:
( 100 -L -ITC CLINCHES. CLINCHES.
•
•• • ••• •
(1) 0RERYEOCOE STILE BETWEEN S EMI 0848020• ..
*1790X00 8714 1 02 9 (160 (40). AT 701 & 001404(1
94402001E *08 (5NE (NANO CENTER).
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SECTOR 0+ 008 85021 LT 0440868
END
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war o EACH (00( FOR OCTAL&
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TABLE
n �i[7m(]i
• M81n 1u' o1400 r:a 0102
: 'TTDa JAMB TO SUPPORTING STRUCTURE'AXTACHMENT
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VCRICJO 5TP (04490£ D2 O$- SETTER) .10820 NO tan FR04 THE DOOR 45 TRAtb0EWiED TO THE
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141 08. BRACKET - -. 8N 01O45 AND F 8STEN14*0 405 SYEEF -604:4080(2 8240 510.120NR10
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9//1j4) 4474,.12 /6 5X14141 01011 051.(.0 OF DOOR ORENNG SW,1 BE. F4AMEO SOTTO BY 4407 LESS 1HAN (2) 266 80(012940 TREATED TAV4
METAL SCREWS. ((22)0 442 0R BETTER) 110(47 (1905 OF' STRESS 04480E NOT 4,005 THAN 1200 PST 4g34064.:4,8(1EHE 240114
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