RC-07-650Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 04/25/2007
Inspector: Grande, Claudio
Owner: GUTTER, VIVIANE
Job Address: 746 94 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Block:
Phone Number (305)758 -6902
Parcel Number 1132060141660
Lot:
Building Department Commen
Replace garage door sectional garage door 9' wide NOA
03- 0430.04 clopay building products co.
APR 2 5 2OO7
Ns-
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, April 24, 2007
Page 1 of 2
5--pA /1111/laic
Miami Shores Village 416 lef 4:32-Ph
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDIN 1-1-
G ? APR 0 3 2007 y) Permit No. RC
PERMIT APPLICATIO Master Permit No.
FBC 2004 B
Permit Type (circle):
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple ire older) VIVIANE GUTTER Phone # (W) 305 - 789 -1337
Owner's Address 746 N E 94 STREET
City MIAMI SHORES State FLORIDA Zip 33138
Tenant/Lessee Name N/A Phone #
Job Address (where the work is being done) 746 N E 94 STREET
City Miami Shores Village County Miami -Dade Zip 33138
FOLIO / PARCEL # 11- 3206 - 014 -1660
Is Building Historically Designated YES NO X
$Et
.,
Contractor's Company N am • Phone #
Contractor's Address
City 114 State!!! Zip
Qu2lifierName _ -__ ______...
.r�ra�,•eeee�
Phone # rffrilristweeb
State Certificate or Registration No. flibtallAwneletilage Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ 1,000.00
N/A
Phone #
Square / Linear Footage Of Work:
Type of Work: ['Addition DAlteratiion []New Repair/Repiaee ❑ Demolition
Describe Work: REPLACE GARAGE DOOR
Submittal Fee $
Permit Fee $
//D )
Notary $ Training/Education Fee $ 20 Technology Fee $
Scanning $ 3- Radon $ DPBR $ Zoning $
aF' 1IR11,9..
I k4E6 00 % ZfoC$li"'1'ttm4'.i
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ . ss
See Reverse side —
Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) N/A
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 CONDMONERS, 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. it
Signature
Owner oiAgent °
Signature.,
a - Contractor
The foregoing instrument was acknowledged before me this a The foregoing instrumenMwas_ucknowledged before me this
day of0( •20t%1 ,by VAW"� U�..L�� day df r = ,4 ,by
who is personally known to mer who has produced who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY P, LIC:
Sign:
Print: k" 1 c r4 a
My Commission Expires: CO 32
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
Initial 6% •
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. Iffor any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company-or person.
Initial G
7. • I• understand that if any person gets injured on my construction project —they are
entitled to wcirkmen's compensation. And if they do not posses a Workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial Q %
8. I understand that under state and local laws I' can not do any Electrical,
Plumbing, Heating, Air & Roof work on my-property with out first obtaining
the proper permits by licensed contractors.
Initial G c
Was acknowledged before me this R. U CA day of a , 20
By v \`,NopAkc=- GanCz who was
personally known o m or who has
Produced there License or as identification.
.OWNER
t 44r� f? J0 i ; ✓ T(JTA�RY
Cot 4- t) M
VILLAGE OF MIAMI SHO. IIA
7i ,e
a NO
OWNER BUILDER DISCLOSURE ST. ' XIYJ.EISt - `- - - - - - --
NAME: VIVIANE GUTTER DATE: �`G --I
ADDRESS: 746 N E 94 STREET — MIAMI SHORES, FLORIDA 33138
Do hereby petition the Village of Miami Shores toact as my own contractor pursuant to the laws
of the State of Florida,. F.S 489.103(7). And I have read and understood the following disclosure
stdternent, which entitles me to work as my own contractor; I further understand:that I as the
owner must appear in person to complete, all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two - family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the. construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have Licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is npt licensed must work upder•your supervision and must
be employed by you, which means that you must deduct F.LC.A and with- holdings tax and •
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial G
2. I understand that as ari owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial G,°
3. :I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code..
There is a copy of the code in this office for review.
Initial G
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
Initial g
NPR 0 32001 !�
• • ,, 3Q1 N AR SURV
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Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address: 746 NE 94 STREET Permit No. 0 7--(f,
SD
Impact
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
Rough Opening
Shutter Required
Mullion Required
ID
or Door or Mullion
Number
Design Pressure
Pressure
Size
Yes / No
Yes / No
Yes / No
( +) PSF ( -) PSF
( +) PSF O PSF
GARAGE DOOR
03- 0430.04
48 60
W. (e. 1.1r -Y
7- 11 "x6 -11"
NO
NO
YES
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MIAMIDADE ' , • • • ••• • •••
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BUILDING CODE COMPLIANCE VF,o7CE (4CC0). ' •' ' • ;
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTAN.t + ( .. •:'
•
Clopay Building Products Co.
8585 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
•
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 High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/ DGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
MODELS ", dated 11/19/96 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: Bach 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 tested 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
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 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 request of the Building Official.
This NOA renews NOA # 01-0427.01 consists of this page 1 as well as the approval document mentioned above.
The submitted documentation was reviewed by CandF. Font PE.
Ga 3
NOA No 03- 0430.04
Expiration Date: August 21, 2008
Approval Date: June 5, 2003
Page I
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Clopay Building Products Co.: • • • • • • • • • • • • • •
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
.(11H:File•CI NZ Int pet of NOA)
• ••• • • • • • • •
A. DRAWINGS • • • • • • • • i
CLOPAY MODELS 4300. 4301. 4310. 4400. 4401 HDG HDGL
CLOPAY MODELS H400. H401. H300. H301. H310 (UP TO 12'0° HIGH)A
HOL ES MODELS 66.' 67.' 68
PLATES ATTACHED TO DOOR SKIN /
WITH PATENTED 100 -1 -10C SYSTEM (107 VISIBLE FROM OUTSIDE) •
((27 INTERMEDIATE REINFORCEMENT PLATES PER
0201)01 ATTACHED OUT TOG -1-100 SYSTEM
(NOT VISIBLE FROM OUTSIDE) •
_ p
MAX. DOOR WIDTH .• 9 * -0"
1N51DF .ELEVA104 •
LOCATION OF
OPTIONAL VENT PMING: 80 I0"
TABLE 1
DOOR
NUMBER OF
HEIGHT
SECTIONS *
8'0' TQ 7'Q
H300
7'6" TO 8'9
5
27 G4. MIN. EXTERIOR SKIN' SHORT RNSEO PANEL
4400,
108 TO 120'
7
• SECTIONS ME EITHER 18" OR 21" FOCH
TWO POINT LOCKING
INTO TRACK PER
F8C 3803.2. •
PI DOOR) SIDES
(SEE LOCK OPTIONS) •
REINFORCEMENT PLATES /
ATTACHED TO DOOR SKIN
WITH PATENTED TOG -L -LOC /
(NOT VISIBLE FROM OUTSIDE)
(2) INTERMEDIATE REINFORCEMENT PLATES
PM SECTION. ATTACHED W/ TOG -L-LOC
SYSTEM (NOT VISIBLE FROM OUTSIDE/ /
- A
SAL, tom
SEE 0IER. HNOE •
DETAIL
TWO POINT LOCKING •
INTO TRACK PER
SFBC 3803.2.
/8' 64(. EE�EMEM
[5U/[F
(5EELOK) OPTIONS) •
SLOE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK SSIE
151 OP 01.1 /.
HORIZONTAL TRACK SUPPORT BY /
DOOR INSTALLER (TO SUIT)
MAX. DOOR MOTH o 9 * -0'
INS=E1FNA1KIN
LOCATION OF •
OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 IN• •
13 GA CALM. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/18'x1 -5/8' WOOD LAG SCREW..'
TRACK CONFIGURATION •
2' GALV. STEEL TRACK, /
TRACK THICKNESS .060'
OUTSIDE
KEYED
iANDLLE/
SNAP K.
ONTO VERTICAL TRACK.
ONE SNAP LA70) ON •
EACH SIDE OF DOOR
OUTSIDE
HANDLE
END /
5180
INSIDE HANDLE •
20101911 10011 •
8128 LAS LOCK 071101 ,
TONGUE AND GROOVE JOINTS.
27 GA MIN. EXTERIOR STEEL SKIN
NAN. YIELD DRAWING 04441RY) MTRHSTRENGTH: 0 N ?G*LV.. A '
END ,. BAKED -0V POLYESTER PAINTED TOP
ENO COAT APPLIED TO 90714 SIDES •
LOOK OF STEEL SKIN.
BAR 1 PROM:CT RENEWED
GUIDE ;• C.tO FlsddO
-1
SILICONE FILLED CHANNEL SEPARATES '
FRONT AND BACK SKIN OF DOOR
-2' DUCK 1.88' THICK 1/ 01048118
I INSULATION IAMINATED •
igPPL460 BY FACLON MANUFACURING) / -
BOTH EXTERIOR AND INTERIOR SKINS
TRACK IN
t1 i+<1 1 KEYED L 0012 EACH SIDE
AR
) MIK B 1o0KN0 / OF DOOR •
INSTALLER
MODEL
"I."
RETAIL
MODEL
DESCRIPTION
4300,
H300
•
H00. 68 '
27 G4. MIN. EXTERIOR SKIN' SHORT RNSEO PANEL
4400,
14400
'
N/A .
24 GA. MIN. EX1ER10R SKIN; SHORT RAISED PANEL
4401,
H401
'
N/A '
24 GA MIN. EXTERIOR SON: FLUSH PANE.
4301,
H301
•
88
27 CA. MAR EXTERIOR SKIN' FLUSH PANEL
4310.
14310
/
H01L, 67.
27 GA. MIN. EXTERIOR SKIN; WIDE RAISED PANEL
ODOR
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EP. 2- 1/2'x12 GA. GALV. p TRACK BRACKET.
(51 PEAR SIDE E UP TS %.111:114, 4400X).
(8 TRACK BRACKETS PER SIDE UP TO 12' HKHj
246 WOOD JAMB •
12 GA GALV. STEEL TRACK 7
BRACKET FASTENED TO WOOD
JAMB WITH ONE WOOD LAG SCREW S1/ER xBRACKET.
2° GALV. STEEL TRACK'
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE'
1/4'4/8' 80LT & NUT
IWO'1/4" R '
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
18 OA GALV. STEEL ENO STILE •
(ENO STILES 14E10 BY HINGE SCREWS)
Nms
/JAMB CONFIGURATION.
Ate
4.(4) 1/4 "x3/4" SELF '+PP1NG SCREWS /
'2 GA. GALV. STEEL TOP •
601104 BRACKET. EACH
BRACKET ATTACHED W d •
14x5 /8" SHEET METAL..
I
SECTION A -A '
14 GA. GAI.V. STEEL ENO •
10006. EACH FASTENED TO
END STILES W/ 4 14x/✓ •
SHE'
4 43/4" SELF /•1N•b• • • • VREWS
• •• • ••••
• 14 �r, �� GA •
'B1 C0. TWO PEiLV e • • •
COON. ATTACHED
01401(41) 414 1 4/4' SELF •
'*771740 -,. WS PER U -BAR. •
(j 2 • '• •
4• ,1LNGE L
tr4•EBCH END 36
•
••
•
•
•••• ••••
2' GA 9166106 STEEL. SKIN (DRAWING OUALI1Y) • • •
AA i� 8 04181.. �-0 85.4 T ,/
ii •" �.T� ES °4 N.
iJ ,yy BOTTOM BRACKE6.
ATTACI 3'97 $14x8/8' SHEET 6XETAL SCREWS. '
ALUMINUM6FXTRU510N •./ • • • •
& VINYL WEATHELTRIP. • •
. • • •••• •
(4) 11445/8' SHE. ilEit 5IEWS /
• •
••
•
••
14 CA F19 MIME ✓
�- 18 G4. MIN. GAL.V.. SSTEEL. 0214100 HINGE
F H 14x$/8° SHEET forkTatum ✓
14 GA GALV. STEEL END /
FASTENED TO ENO STILES W/(4 EAC14
14x5 /8' SHEET METAL AND •
(4) 1 /4'x5 /8" SELF TAPPING SCREWS.
ROLLER
DESIGN ENGINEER:
MARK W. WESTERFIELD
FLORIDA REGISTRATION Na 48495
y�{",3�j MECHANICAL 681140600310
I D,OM; SUPPORTING STRUCTURAL ELEMENTS DESIGNED / - Clo a GLOM BUILDING PRODUCTS COMPANY
BY A REGISTERED PROFESSIONAL ENGINEER FOR'WWO LOADS P 8883 DUKE 81.04'
MASON, OH 45040
/SHOWN ON TMas DRAWING. Building Products (513) 770-4600
Company
18 GA IMFRMFOIATF HMV
• - 14 GA. INTER. HINGES
USED ON 24 GA EXTERIOR
SKIN DOOR MODELS
THE 2x8 NETICA 8000 JAMBS ARE TO BE GRADE 2 •
OR BETTER 8011.08 PINE. NO LOAD IS TRANSFERRED
TO THE IKORIZO.-.L (TCP ) JAMB. ALL JAMB FASTENERS /
MAY BE (BUT NC' RE )) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTM: SUPi°ACE. ✓
2x8 WOOD JAMB JM 86 ANCHORED TO GROUT REINFORCED •
BLOCK WALL OR COLUMN. BLOCK CELLS SHALL
BE FILLED 911114 C:RCRE'E AND REINFORCED WITH COIN111410U4'
BAR EXIENOIN: UNTO 'NE FOOTING AND INTO TIE BEAMS.
ORS CAN BE '/41' -3/4' EMBED TA7CON CONCRETE •
ANCHORS STARTI0 AT NC MORE THAN 8' FROM BOTTOM
AND 16' 0C., 05 4TH 3 //8'x4' ((t -3/4" EMBED) /
RAWL 10K /BOLT A•C140R STARRNO AT 140 MORE THAN 8'
FROM BOTTOM AN; 24' G.C.
DESIGN .JAGS: +48.0 PSF & -60.0 PSF.
1 9'01 x 12.0'14
'9/914 "4•6400/440G4 68/68. 4300 /01
4310 87/6001., 4400/01, H MODELS
B- 1.AA .•�»
M3 101703 1 3
OT 1.=42
•
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