BP-05-1346Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: January 21, 2009
Inspector: Bruhn, Norman
Owner:
Job Address: 258 92
Miami Shores Village, FL
Project: <NONE>
Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE DOO
Permit Type: Imported Permit
Inspection Type: Final Building
Work Classification: <NONE>
Phone Number
Number 1132060133390
Phone: 305 - 364 -5999
Building Department Comments
January 20, 2009
Page 1 of 1
IAN 2 6 ENT'n
Passed 1 f
de /
Inspector Comments
CC
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
January 20, 2009
Page 1 of 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel- � 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATIO
FBC 2001
Permit NoJ i34 "
Master Permit No.
Permit Type (circle): Building Elect ,' Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) (- K1 E 'M ll { (I + .t Phone #
Owner's Address '? ) 2 ST
g 2
City t P ( 3 f O( Q SState 1 Zip 33 , S°
Tenant/Lessee Name Phone if
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
County Miami -Dade Zip
NO
Contractor's Company Name r NG f 00 ( va4r.lialotie ) "'�
Contractor's Address c9A 0 ( S / (F°1 ?
City o"t ( i r H State `t`
Qualifier t 0 E 4 E , r ) 1 \ 3 ' 0 0 "
hone # (300 :30 s-9 9 °,)
33 /gC
Zip
State Certificate or Registration No. b6 6S 0 0 9 'Z1 a Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
Type of Work: ❑Addition
Describe Work:
GS° eV
Alteration :New
Square Footage Of Work: S-6
El Repair/Replace [] Demolition
* * * * * * * * * * ** * * * * * * * * * *! *� * * ** *F * * * * **
Submittal Fee $ Permit Fee $
Notary $ Training/Education Fee $ 0 • 0
Scanning $ 3
Radon $ Zoning
**
* * * * * * * * * * * * * * **
CCF $ 0 60 CO /CC
Technology Fee $
Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite 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.
Signature
Signature
Owner or Agent Contractor
The foregoing ins . ent rs-acknolvledged befor me this 0/ The foreg t : ng ' 1 1 y ent was ac owledg •j . efore u e thi
day of ..: lr 20 . by l� Aid la I� t ' da of mat' 1 i' c ,
who is personally known to me or who has produced personally known to me or who has prdduced P-*
l VAg< tion , .'who ' , take an oath. as
NOT :YaUB �' - NOTARY PUBL
Sign: Sign:
P
i. Commission # DD226852
Commission Exp
* * * * * * * * * * * * * * * * * * * * * * * * * * * **
August 19, 2007
em u 400 /`;in T j fj%
.4c•
emission 0 -.77-.-26852
r,1 ^om ission Ex . ires
Commission
********************** * * * * * * * * * * * * * * * * * * * * * * *** * * *e ** * * * * * * *** ** * * * ** **** * * * * * * * * * * ****
APPLICATION APPROVED BY:
Chc 05/13/03
* * * * * * * * * **
Plans Examiner
Engineer
Zoning
Florida Building Code Garage Door Windload Design Pressures Report # DPR -050831 -J -01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, ASCE 7 -98), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami -Dade County.
Address: Miller Wayne
258NE92NDST
Miami Shores, FL Not Provided, Miami -Dade County
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 18' 0"
Measurement of Nearest Garage Door Opening to Building Comer: 7' 0"
Positive Design Load: +41.3 PSF Negative Design Load: -45.2 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.
Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 8'0" x 7'0 ", Approval # 03- 0430.03, Dwg # 101703, Windload Capacity: +48/ -60 PSF.
The design loads shown above area based upon the measurements listed above for "enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2001 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or supporting structural adequacy. 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.
Mark Westerfield, P.E.
Florida P.E. License No. 48495
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
8/31/2005
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0460 • • • 000 • •
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA}
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
Clopay Building Products Co.
8585 Duke Blvd.
Mason, 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 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 (AI-DJ).
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 ART (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 manne, 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 High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83, 84A, 93, 94, H93 & H94",. dated 11/18/96
with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products. signed and sealed by M.W.
Westerfield, 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 Division: -
MISSILE IMPACT RATING: Large and Small Missile impact
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 -R 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 tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from thc manufacturer that only coils with yield strength of
28000 psi or more shall be used to make door panels for 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 thc NOA is displayed, then it shall be done in its
entirety.
INSPECTION: A copy of this entire NOA shall b provided to the user bynthe manufacturer or its.distributors and shall be
available for inspection at the job site at the requ rat of
This NOA renews NOA # 01-0326.01 consists of Ns pace; ai illEas:,if. approval document mentioned above.
The submitted documentation was reviewed by Mild' ent PE. • • ••
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NOA No 03- 0428.04
Expiration Date: August 21, 2008
Approval Date: June 5, 2003
Page 1
MODELS 83, 84A. 93. 94. H83. H94
ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED
TOG-L -LOC SYSTEM (TOP. 80170M, & CENTER)
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
AND URETHANE ADHESNE (ALONG CENTER)
—i= A
LOCATION OF OPTIONAL VENTS
&MAXIMUM VENT OPENING. 60 444'
•••T4i(.E
•
•
• 120' • • 7
• •'•4I�ION ARE l t3R 21' HIRH •
• •
MAX. 0008 WIDTH = 9' 0'
• WIV:iE ELEVATION
• •' •
1 ••• •
•
DOOF!
•II@ICC
• qq- TO 7'0'
• 7'6' TO 8'9"
•20 - 106'
•
•
•
ER OF •
•SEG IONS
4
•
• 5 ••
6
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SEE ENO HINGE
DETAIL.
SEE 181089ED. HINGE Iv
DETAIL.
TWO POINT LOCKING
INTO TRACK PER
(i 3603.2
OPPOSITE 8 MM. ENGAGEMENT
00 000 SIDES
(SEE LOCK OP80NS)
END STILES TO DOOR %RN wini TOG-L -IOC ATTACHED SYSTEM (TOP. BOTTOM, CEN ER)E O
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS
ATTACHED WITH TOG -1 -10C (TOP & 90170M)
AND URETHANE ADHESNE (ALONG CENTER)
—�- A
�+IE
� - 1i�■��'- --iFi
Mill MI
&
IIII�II I Il -il I II®i1111M1111
■
5UpIE BOLT
LOCK ENGAGES
INTO VERTICAL.
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIOF 51100 R011
1.405 OPTION
HORIZONTAL
• • • • DOOR INSTALLER (TO SURT)
• •
• s9' • •
•
��I, Jr •
�I• 1' GA GALV. STEEL FLAG BRACKET.
EetH FASTENED TO.1fOD JAMB WITH
( •• • (3) 5/16 "x1•5 /11i WOOS LAG SCREW..
1 _�• • •
• • •114AC% CONFGURATION
•
2" GALV. STEEL TACK.
TRACK THICKNESS: .060
DOOR
H T 'L'
BRACKET PLACEMENTS
111E1M1116111111111a111
11iFL11E)3IEi/f1]iEAiQS®E
-
WinilFZ11E
31f111>Q)if'S3i(lilifi11111
-
tAZWI A1lS7i:411EL]i11,421iFLIiO
-
i1IldEIIMIIIISill9i .ie>mii
E)G1Ef tMligisksi flisom umniminis
-
EALINI IllIM1T AIL15511ESI11 3111Ctie
-
(17i7ifIDiE1503iQ3iEiliWlitaill
i[$31Riiii'irraili
megmFaimmairaunacarArinit
1i niiM?Tillni
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' iiC7ifRadliiailMiiriTiFtLsigii
c:lifil it
1:••
4' EEMMIEy
b- WPM
■•'
LOCATION OF OPTIONAL VENTS
f(,NAXIMIIM VENT � D MAX WIDTH 9' 0"
Mang L1 EVAAON
2x6 WOOD JAMB
SNAP LATCH ENGAGES
ONTO VERTICAL. TRACK. 12}1t8IOR
ONE SNAP LATCH ON
EACH 5100 OF DOOR..
` ': Ihr Florido
042' .04 —�
13:
ism) Mux rrodKrl Coning
2
3
7 -8 -'01 97
v
ADDED MAXIMUM 4ENT doom
0 -40 MIN. 0th FXrENO 5 1185 G -60
40 HQC8 400015
INTER. STILE
KEYED
HANDLE
END
STILE
INSIDE HANDLE
QIITSIDF 00Y00 LOCK
54498 tATCH LOCK OPTION
TWO POINT LOCKING
INTO TRACJ< PER
SFEic 3603.2
5/6 MIN. ENGAGEMENT
SIDES
(SEE LOCK OPTIONS)
onsal
24 OA MIN. 0 -40 MN. GAILY. STEEL
(MIN. YIELD STRENGTH: 28 K51,
DRAWING OUALRY) WITH PRIMER AND
8AKE0 -ON POLYESTER PANTED 108 COAT
APPUEO TO BOTH SIDES OF STEEL.
(4) 11445/8' SHEET METAL SCREWS
(4) 1/4-43/4' SELF TAPPING SCREWS
14 GA. FIND WINC1
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
20 GA. 18N. GALV. WALL END STILE
20 GA. GALV. STEEL INTER. STILE
12 GA. GALV. STEEL TRACK
BRACKET 099108ED TO WOOD
JAMB 1WT4 ONE 5/16 "x1 -5/9'„
WOOD LAG SCRE• PER BRACKET.1
2' GALV. STEEL TRACK
FASTENED TO TRACK BRAG
EACH BRACKET ATTACHED WITH ONE
1/4 -4/8' BOLT & NUT D�$$
TWO 1/4' RN5T5
JAM8 CONFIGURATION
msw,1l0N OF JAM85 BY 0191085,
TM. 2- 1/2"x12 GA., GALV. STEEL TRACK BRACKET.
(6) TRACK BRACKETS PER SIDE {Id; UP 70 812' HIGH);
-
INTERMEDIATE HINGE
'— 2' THICK
SECTION A -A
1
12 GA. GALV. 54LEL TOP
ROLLER BRACKET. EACH
BRACKET 91T.01400 W /(4)
SCREWS.• ET METAL
SHIP LAP JOINTS.
14 GA GALV. 51EGL
END HINGE. EACH
FASTENED TO ENO
STILES W/(4) 11445/8"
SHEET METAL SCREWS
& (4) 1/4' SELF
TAPPING SCREWS.
2 -1 /4"x20 GA. GALV. STEEL
0-8AR. TAO U -BARS PER
SECTION. EXCEPT 380 SECTION
WHICH HAS ONE U -8AR.
U -8ARS MADE FROM 80 K51
STEEL. EACH U -8AR ATTACHED
W /(2) 1/4 "x3/4• SELF
TAPPING SCREW PER 5T80.
13 GA. GALV. STEEL BOTTOM
BRACKET. ATTACHED W /(2)
{14x5/8" SHEET NE1AL SCREWS.
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION'
93, 1493
63
24 GA. STEEL SKIN: 18
STEEL END STILES
84A
t i PAINT
• - ALL DOOR MODELS ARE RAISED PANEL EMBOSS
THE 246 VERTICAL WOOD JAMS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. NO LOAD 15 TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAN8 FASTENERS
MAY 8E (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2.6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
9100K WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLE0 WITH CONCRETE -AND REINFORCED WITH CONTINUOUS
85 BAR EXTENDING I800-THE FOOTING AND INTO 11E BEAMS.
9NOHOR5 CAN BE 1/4'x1 -3/4' EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM
9ND 18' O.C.. 9B WITH 3/8'44' (1 -3/4" EMBED)
RAWL LOK /BOLT ANCHOR STARING AT NO MORE THAN 8-
FROM 801TOM AND 24" 0.0.
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO FA ENTER STILE W /(4)
EACH #14x5/8 SHEET METAL SCREWS.
7/16' PUSHNUT INSTALLED ON ROLLER
Si1AFF FOR UNRESTRICTED DOOR OPERATION.
14 GA GALV. STEEL ENO 81NCF.
FASTENED TO END STILES W /(4;
1 /4'x5/4' 54� TAPPING SCREWS
CREWS.. (4).
2' STEEL ROLLER.
y9IE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENG444EER FOR WIND LOADS
SHOWN ON THIS DRAWING.
DESIGN ENGINEER:
MARK W. WESTERFI0D
FLORIDA REGISTRATION No. 48495
'MECHANICAL ENGINEERING
DESIGN LOADS: +42.0 P5F & -48.0 850.
MP Ch pay
Building Products
Company
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE BLVD.
MASON, 014 45040
(513) 770_4800
s"P PLOT 1 =42
11/18/9
9'013 12'0-H
Q*4'•• 0008 900ELS:
83. 84A. 93. 94. H93, 894
104702 -24
xu
3
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Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204
Printed: 9/16/2005
Building Permit
Permit Number: BP2005 -1346
Page 1 of 1
Applicant: KAREN MILLER
Owner: MILLER KAREN
JOB ADDRESS: 258 NE 92 ST
Contractor PRESTIGE GARAGE DOORS
Local Phone: 305 -364 -5999
Parcel # 1132060133390
Contractor's Address: 2901 SW 149 PL
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & W1 /2 OF LOT 4 & E10FT OF LOT 6
Fees: Description Amount
FEE2005 -12508 Building Fee $100.00
FEE2005 -12509 CCF $0.60
FEE2005 -12510 Training and Education Fee $0.20
FEE2005 -12511 Technology Fee $2.50
FEE2005 -12512 Scanning Fee $3.00
Total Fees: $106.30
Total Fees: $106.30
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 3/14/2006 Construction Value: $680.00
Work: REPLACE A EXISTING GARAGE DOOR
SEP 3 0PMD
-6 4-G4
Signed: (INSPECTOR)
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY: