WS-10-171 (�'` y - - � „.
sY►, Miami Shores Village
�'. 10050 N.E. 2nd Avenue P aq
"® Miami Shores, FL 33138 -0000 -
Phone: (305)795 -2204
IM Nx
y
Expiration: 0810712010
Project Address Parcel Number Applicant
189 105 Street 1121360080090
MICHAEL DEL GIUDICE
Miami Shores, FL 33150- Block: Lot:
Owner Information Address Phone Cell
MICHAEL DEL GIUDICE 189 NW 105 ST
MIAMI SHORES FL 33150 -1243
Contractor(s) Phone Cell Phone Valuation: ` $ 732.00
ADCO OVERHEAD GARAGE DOO IN
Total Sq Feet: 56
Type of Work: GARAGE DOOR For Inspections please call:
No of Openings: 1 (305)762 -4949
Additional Info: IMPACT Available Inspections:
Classification: Residential Inspection Type:
Final
Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due
CCF $0.60 RC -2 -10 -36958
CCF $0.60
Education Surcharge $0.20 $119.20 $119.20 $0.00
Education Surcharge $0.20
Permit Fee $110.00
Scanning Fee $6.00
Submithal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $0.80
Technology Fee $0.80
Total: $119.20
Building Department Copy
March 03, 2010 2
1 A, Miami Shores Village R-0
Building Department F EB 0 3 2010
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I 1Yq
Tel: (305) 795.2204 Fax: (305) 756.8972 - J a
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No. Rr 10 1_1
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type BUILDING ROOFING -
Owner's Name ee Simple Titleholder
� p ) �11l.olu r � L�O Na& # 30
Owner's Address
City K I _{M State F L Zip �' s Ise)
Tenant/I.essee Name / Phone #
Email NloA) r - j % O z C Qf 1• C.om
Job Address (where the work is being done) jS1 k) �1CJ,6
City Miami Shores Villa e County Miami -Dade Zip 7 ` 3
FOLIO / PARCEL #
Is Building Historically Designated YES NO Flood Zone
Contractor's Company Name�� ^ � — � ne #
Contractor's Address = —) IV
City State Zip �o p
Qualifier Name 1J Phon
z
State Certificate or Re istration No. Certificate of Competency No. 1) �•—���
Contact Phon 'd �O E -mail Off, SeO !
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit " Square /Linear Footage Of Work:
Type of Work: QAddition []Alteration EINew .�— Repair/l eplace ❑ Demolition
Describe Work: r ew
50 Submittal Fee $ •�
Permit Fee $ CCF $ CO /CC .$
Notary $ Training/Education Fee $ •D Technology Fee'$
Scanning _ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
See Reverse side -�
ry
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 inspection fee will be charged.,
F L E 1 ce" 9e a^
M &35 _5y; - 0- 10?p
Signature
Signature
weer or. Agent � Con ctor
The foregoing instrument was acknowledged before me this 1 {- "''�� 'The foregoing 'Len 4was ac knowledged before me this �
day o <r 20 J!Z,, by eta I =W.Aa o 20 M-by ,
who is personally known to me or who has produced who is p ersonally known to me or - who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
c STATE QF ORIDA
Si deZ
��� 1 Sim
Print:. F Print: ,
T�aATU+ �SO 16MMbsion #DD811516
My Commission Expires: 5010 My Commission Exp' r
Expires: AUG. 04, 2012
aoxnEUTH WATLAMCBMINaco,nlc.
APPROVEb BY ) 'l Q ' Plans Examiner Zoning
Engineer Clerk checked
(Revised 07 /10 /07)(Revised 06/10009)
Miami -Dade My Home Page 1 of 2
:z
My Home
§Y
MIAMI. DAiDE y
.v a tl���tri
Show Me:
Property Information Legend
Search By:
properly
Select Item Boundary
\ selected
Pro
® Text only
Property Appraiser Tax Estimator
� � ,�. - ,�, f �" Street
i
Property Appraiser Tax ` Highway
Comparison
`^ �,, Miami -Dade
Portabil ty S.O.H. Calculator t►
County
water
Summary Details: tt
Folio No..` „
P 189 NW 105 ST
Mailing MAURICIO E MARTINEZ W +
Address: TRS
UAN C KELEDJIAN JTRS} tt 8
189 NW 105 ST MIAMI I N , d
HORES FL �#
138
Property Information:
r:
Primary Zone: SINGLE FAMILY
RESIDENCE tgtT ''
LUC: 1 RESIDENTIAL -
INGLE FAMILY
Beds/Baths: 1
Floors: 1
Livinq Units: 1 Digital Orthophotography - 2007 0 112 ft
Footage: 1,319
Lot Size: 466 SO FT
ear Buig: 1945
DUNNINGS MIAMI My Home any Information f Taxes
HORES EXT 4 PB 48- 1 My Neighborhood I Property Anoral
Legal LOT 9 BLK 204 LOT
Description: IZE 77.590 X 122 OR Home I Using Our Site I I Phone Diredory I Privac I Disclaimer
17947 -4508 0198 1 OR
71-13081 01
i
Assessment Information:
ear: 2009 1 2008 If you experience technical difficulties with the Property Information application,
Land Value: $109,090 138 or wish to send us your comments, questions or suggestions
uildm Value: $107,427 114,3 please email us at Webmaster
arket Value: $216,517 7,4
Value: - $M414 110 3
Exemptio n Information: Web Site
eaC 2009 1 2008 O 2002 Miami -Dade County.
$25,000 $25 Qt10 All rights reserved.
YES I YES
Taxable Value Information:
Y ear: 2009 2008
Applied Applied
Taxing Authority: Exemption/ Exemption/
Taxable Taxable
Value: Value:
Regional: $50,0001 $50,000/
$60,414 $60,304
County: $50,000/ $50,0001
$60,414 $60,304
$50,000/ $50,0001
$60,414 $60304
drool Board: $25,000/ $25,000/
$85,414 $85,304
Sale Information:
n. .nromo
http:// gisims2. miamidade .gov/MyHome /propmap.asp 2/3/2010
of
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Fil
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• 100 0 0
0
0 0 a 0 0
0 : 0 0 : 0
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•• •• 0.0
Be
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WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR m c1ma '
146 MPH, EXPOSURE C La
DADE CO., FLORIDA - A
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 0000
REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. : • °• ° ° °° 0000••
THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER ° °° • •
•
60 • •• 8006••
NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. •06 • .
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE °° ° : 09e0:
NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE* • ° ° ° °• ° •
INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAV,% ° ° °° ° ° : °••
•006 68•• •868•
THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL 66 6 66 8 •• :• ••6.86
CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRES-49"Y6 6 •
6 • • 6
•
WORST CASE DESIGN PRESSURES (PSF ) ° :•.• :• ' °• "'
MEAN ROOF HEIGHT • • • :••.•:
UP TO 15' 16' 17' 18' 19' 20' ° ° • °
8'x7' +41.3 -51. +41.8 -52.5 +42.3, -53.1 +42.8 -53.7 +433 -54.3 +43.7 -54.9 • e
N 8'x8' +40:9 +41.4, -51.7 +41.9 -52.3 +42.4 -52.9 +42.8, -53.5 +43.3 -54.1
55 9'x7' +41.0 -51.2 +41.4 -51.8 +41.9 -52.4 +42.4 -53.0 +42.9 -53.6 +43.4 -54.2
O 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
Z 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
a 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
O 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 PRESSURES (PSF
MEAN ROOF HEIGHT
21' 22' 23' 24' 25'
8 +44.1 -55.4 +44.5, -55.9 +44.9 -56.4 +45.3 -56.9 +45.7 -57.4
N 8'x8' +43.7 -54.6 +44.1 -55.0 +44.5 -55.5 +44.9 -56.0 +45.2 -56.5
65 9'x7' +43.8 -54.7 +44.1 -55.1 +44.5 -55.6 +44.9 -56.1 +45.3 -56.6
0 9'x8' +43.3 -53.8 +43.7 -54.3 +44.1 -54.7 +44.5 -55.2 +44.8 -55.7
Z 16'x7' +41.9 -50.9 +42.3, -51.4 +42.6 -51.8 +43.0 -52.3 +43.4 -52.7
w 16'x8' +41.5 -50.1 +41.8 -50.5 +42.2 -51.0 +42.6 -51.4 +42.9 -51.8
O 18'x7' +41.5 -50.2 +41.9 -50.6 +42.2 -51.1 +42.6 -51.5 +43.0 -51.9
18 +41.1, -49.3 +41.4, -49.8 +41.8, -50.2 +42.2, -50.6 +42.5, -51.1
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOWI GO NDS: CLOPAY, IDEAL, AND HOLMES.
Ha it n, ,,E.
8585 UKE BL D.
MA OHIO 45040
(513) 770 -4800
FLORIDA P.E. No. 63286
10/16/2009
File: DADE CO WORST CASE R00 [RETROFIT]
MIAMI NIIAMI -DADS COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA) www,bugdiagcodeon
Clopay Budding Products Company
8585 Duke Blvd.
Ma&on, OH 45040
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 ptibW
Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the AuQiorif having Amdiction • • • • • •
(AHA .. •
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade C8W*78nd/or Qte MU (in • • • • •
areas other than Miami Dade County) reserve the right to have this product or material tested for 4M" purposes. ; • • • •;
If this product or material fails to perform in the accepted manner, the manufacturer will incur thq, llge of suGH td figg and • •
the AHd may immediately revoke, modify, or suspend the use of such product or material within thft1firisdictior? VMRC • • • • •
reserves the right to revoke this acceptance, if it is determined by BCCO that this product or mateiri'd NTS to meet Qt2 • • • •' • • •
requirements of the applicable building code. • • • • *see
......
This product is approved as described herein, and l as been designed to comply with the Florida 1�,ii Wg;Code including the •,
High Velocity Hurricane Zone. • • . . ......
DESCRIPTION: 9 0" Wide Steel Sectional Garage _Door. •
APPROVAL DOCUMENT: Drawing No.1032877; Sheets 1 of 1, titled "Pan Door 9" W +54/ -62 &p' dated 040771M.& • • • • • •
03/0305, with last revision on 08/2005 prepared by Clopay Building Products Company, signed and sealed by MW"
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.
MISSHX IMPACT RATING: Large & Small Aflnile.
LABELING: Each unit shall, bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product ControrApproved or MDPCA ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered a ftef arenewal application has been filed and there has been no change in the
applicable building code negatively affecting the perfor -mance of this product.
TERM WATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,
use, and/or martufacsturo:of the product or process Misuse of this NOA as an endorsement of any product, for sales,
advertising or any other pu oses shall aurontaWcao terminate this NOA. Failure to comply with any section of this NOA
V shall be cause for termtrtton and removal of
LIMITATION This val r _ g
aka equines the to do testing
of all coils used to fabricate door panel under this
Notice of Acceptance. A minimum of 2 sperms S-tl cut from each coil and tensile tested according to ASTM E -8 by a
Miami -Dade County approved laboratory sett ctepaid by the manufacturer. Every 3 months, four times a year, the
manufacturer shall mail. to:this office: a copy of sports °with confxrrraatiort tilt the specimens were selected from
coils at the manufacturer production facilities; wind a tiotarized statement from - :the manufacturer that only coils with yield
strength of 39,500 psi or more shall be used to malre panels for Miami Dade County under this Nonce 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 literatm. H any portion of the N4... 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 regWst_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 Cari Font PE.
!' S�fi
NOA No: 05- 0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
Page 1
Clopay Building Products Co.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
'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, act T " ""
Large g ���fr�A �
per TAS 201 and Cyclic Wind Pressure Test per TAS 203, on "Specimea.Q, B, C, A C. : •' • •:
24 gauge painted galvanized steel garage door, drawing # 103287 by AmerWan Tes ekab' .....
Inc Report No. 0827.01 -04 dated. 10 /22/04, signed and sealed by W. F.OWMtt, PE. ; • • • • • * • •
2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#0827- -01'84 dates "'
11 /16/04, signed and sealed by F. Grate PE. • • '
..
. . . . ......
......
C CALCULATIONS • • • • • •
1. Fastener Attachment Calculations :prepared by Mark Westerfield PE, sheets 1 & 2 s
% 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 Marls Westerfield, dated 03108105, signed and
sealed by M. W. Westerfield P
2. Letter of No financial interest
,, prepared by Mark Westerfield.emplayed by Clopay
Building Products, dated`0 , signed and sealed by M. Westerfield PE.
Candido F. Font PE.
Sr. Product Control Examiner
NOA No 05. 0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
E -1
4
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 1�!
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 134745 Permit Number: WS -2 -10 -171
Scheduled Inspection Date: March 22, 2010 Permit Type: Windows/Shutters
Inspector: Bruhn, Norman Inspection Type: Final
Owner: GIUDICE, MICHAEL DEL Work Classification: Door Replacement
Job Address: 189 NW 105 Street
Miami Shores, FL 33150 -
Phone Number
Parcel Number 1121360080090
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR IN
Building Department Comments
Inspector Comments
Passed , �C
Jr
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 19, 2010 For Inspections please call: (305)762 -4949 Page 6 of 26