RC-07-1506Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Num
NP-
4
Num
Inspection Date: 08/01/2007
Inspector: Grande, Claudio
Owner: MCCARTHY, RITA
Job Address: 415 102 Street NE
Miami Shores Village, FL
Project: <NONE>
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Block:
Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE DOO
Phone Number
Parcel Number 1132060170780
Lot:
Phone: 305 - 364 -5999
Building Department Comments
REPLACEMENT OF GARAGE DOOR
AG02Z00T
."-o 9
Passed
1
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, July 31, 2007
Page 2 of 2
BUILDING
PERMIT AP
FBC 2004
Permit Type (circle)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:1305) 795.2204 Fax: (305) 756.8972
ki2V-EETgQ
JUL 1 9 2007,
LICATION B Y
Owner's Name (Fee Simple Titleholder)
Owner's Address 4/ E
``
City 14 ∎ am r S VJ0 ce S State
Tenant/Lessee Name
Per
pcozwa
ia JUL 1 9 2007
B Y: _�"/4°
mit No. 1-1 g)i
Master Permit No.
Electrical Plumbing Mechanical
5P+ LL..y J .Zoo C, t iz i Phone # �$
lDa r'
Roofing
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL # 1 1 °- 3 2,0 (� .:, a 0 `- e30
Zip S3 J3
Phone # �3 bJ 0 ? 4 '
County Miami -Dade Zip 3 13
Is Building Historically Designated YES
NO
?Srl 9RU i4ne# 005) 36
6
9oe 9
L. '()- -etQm1 T.f
Zip . gContractor's Company Name U L Rlth'1 1oDi '
Contractor's Address act 0 fl . 14 ot
H (Ctr l
City
Qualifier Name
State Certificate or Regis ation No.
State
1c). ;y7 71 Phone # (305 )3(4- 69
00 %J.S 00 4Z- Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this
ermit $
Type of Work: ['Addition
Describe Work: p
Phone #
Square / Linear Footage Of Work:
NM/Iteration - p—DNew.
G&C -- 15 1
Repair/Replace ❑ Demolition
. T cam
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F
Submittal Fee $
Notary $
Scanning $
Bond $
Structural Review. $
s************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ //l) s CCF $ C (19 0 CO /CC
Training/Education Fee $ ° 2.-C) Technology Fee $ 15-
Radon $ DPBR $ Zoning $
Code Enforcement $ Double Fee $
p Total Fee Now Due $ k ‘ (0 • S�
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 o such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
wne /or Agent u Contractor
The foregoing instrument was acknowledged before me this 14 The foregoing instrument was acknowledged bef re me 4:71
day of 20 0, by SoyL( 9e,Y k , day of ![�J 20 07, by bOEEJI j›i:(70.&-14-
who is ' erson. y . own o e or who has produced who is pe sonally known tom or who has produced
as identification and who did take an oath.
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Nohr' ®ublIc State of Florid
onii,<<ss;Lri 005105M
NOTARY P I LIC:
Commissi
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
-770/e?
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
Florida Building Code Garage oet VyAdjOadneart essures Report # DPR- 070709 -C -01
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The positive and negative design winclloads for the garage,cjppr opening(s) listed below are derived from the Florida
Building Code (American Soc ettr of ciuil iiginearsp StlZASCt 7 -02), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind vptolty for miwrimde �oe,in jr.
Address: Sally Boggert • •• • • • •• ••• MOMEWU •
•
415 NE 102 St. •• ••• •• • •
Miami Shores, FL 331138, ivliami- Dade•Cetri JUL 007,
Garage Opening Size: 8' 0" x 7' 0" 141'
B Y:
Mean Roof Height: Less than 15' Roof Slope: Not provi re T -r thaiT"10 degrees)
Measured Minimum Building Dimension: 36' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 4"
Positive Design Load: +41.3 PSF Negative Design Load: -46.3 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 83/84A/93/94W7, 8'0" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, Windload Capacity: +42/ -48 PSF.
The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2004 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
Scott Fran lton, .E.
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
7/9/2007
ER Ht 8T #rRF1 •
SUBJECT TO COMPUAN • WITH ALL DERAL
STATE AND COUNTY RULES AND REGULATIONS
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BUILDING CODE COMPLWICIE OFFI01g(l ) .'
PRODUCT CONTROL DIVISION
NOTICE OF ACCE T kE;(ibig •
••
•
•
Clopay Building Products Company'
5585 Duke Blvd. " • "' •
Mason, OH 45040
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
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 the BCCO and accepted by the Building Code and Product Review
Committee (BCPRC) 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 BCCO (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. BCPRC
reserves the right to revoke this acceptance, if it is determined by BCCO 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: 9'- 0" Wide Steel Sectional Garage Door.
APPROVAL DOCUMENT: Drawing No.103287, Sheets 1 of 1, titled "Pan Door 9" W +54/ -62 psf' dated 04 /07/04 &
03/0305, with last revision on 08/2005, prepared by Clopay Building Products Company, signed and sealed by M.W.
Westerfield, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and appproval date
by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large & Small Missile.
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 or MDPCA ", 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 panel 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 tested reports with confirmation that the specimens were selected from
coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield
strength of 39,500 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance.
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 requuest of the Building Official.
This NOA consists of this page, evidence page as well as approval document mentioned above.
The submitted documentation was reviewed by Candice Font PE.
•
As/6
NOA No: 05 -0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
Page 1
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Clopay Building Protbuctc Go. • • • • • • ;:; • . •• • • • • •• •
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
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A DRAWINGS
1. Drawing prepared by Clopay Building Products Company titled "Pan Door 9 "W +54/ -62
psf', Drawing No. 103288, dated 04/07/04 & 03/03/05 with latest revision on 08/2005
Sheets 1 of 1 signed and sealed by M. W. Westerfield, PE.
B TEST
1. Test Report of Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test
per TAS 201 and Cyclic Wind Pressure Test per TAS 203, on "Specimens A, B, C, D C
24 gauge painted galvanized steel garage door, drawing # 103287 by American Test Lab,
Inc Report No. 0827.01 -04 dated 10/22/04, signed and sealed by W. F. Wescott, PE.
2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#0827 -01 -04 dated
11/16/04, signed and sealed by F. Grate PE.
C CALCULATIONS
1. Fastener Attachment Calculations prepared by Mark Westerfield PE, sheets 1 & 2 signed
and sealed by M. Westerfield PE on 03/03/05.
D QUALITY ASSURANCE
1. Building Code Compliance Office
E STATEMENTS
1. Letter of Code compliance prepared by Mark Westerfield, dated 03/08/05, signed and
sealed by M. W. Westerfield PE
2. Letter of No financial interest prepared by Mark Westerfield employed by Clopay
Building Products, dated 03/09/05 signed and sealed by M. Westerfield PE.
E -1
do F. Font PE.
Sr. Product Control Examiner
NOA No 05- 0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
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01074510/6 ARE IN 4cwes. DWG. NO.: 103287
DESCRIPTION: PAN DOOR 9•W +54/ -62 PSF
DRAWN BY: RJK DATE: 04 /07/04 SCALE: N/A
CHECKED BY: SH
DATE: 03 /03/05
SHEET 1 OF
DWG. DIPI
SIZE
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