GARAGE DOORDate
/A0/14t!
Type Insp'n
Permit No.
Name
Address �� ,e/ / O
Company >d'oti
Phone # l6 /1 a? -- 0v/IS/
Inspection Date
pproved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE M
BUILDINg DEPARTMENT �'
305- 795 -2204
Buildin Inspection Reques
C'
? f 0 -k /l'
BUILDING
PERMIT APPLICATION
FBC 2001
Contractor's Company Name ∎.) O (N t .S NP- Pte-v; D�:O►2.-
Contractor's Address 2 2_ (D(..0 W al
City w(, oh —�--� State
Qualifier T) tO QO
$ Value of Work For this Permit
I IV S &IsM
•
Type yy �dit.
Desc1 be alkao8 )1nst1A
Notary $
Scanning $
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
❑Alteration
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: 3(' 1, iin 56.8972
• { s ten •`fir ; nse T I V ern ASV
DEC 3 2 :IL
Structural Plan Review. $
Permit No. 1%? q _;%,cj
aster Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) s •N.. 1T\ L S Phone # 3v 5 75 / S 9 5
Owner's Address A 1 N t:- / 0 L T
City /)1 I JFM'\ ( ,5 /h A S State /- Zip 3 3 1 3
Tenant/Lessee Name N ) f Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
is Building Historically Designated YES NO
SillibitS SWIM ear s
❑New - SS me
on+ 9+1t` N.KalmeMIM
Phone # '5 ?2Z— 296 1
Zip 7 3
State Certificate or Registration No. Certificate of Competency No. Ci Iq )SOMA {
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work:
❑ Demolition
Submittal Fee $ + ' C ( y ' Permit Fee $ //�� r
Training/Education Fee $ (J Technology Fee $ 2 i 7 0
Radon $ Zoning ^-_ Bond $
****************************F
1 (�CJ CCF $ vt t O CO /CC
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.
Chc 05/13/03
Signature
Contractor
The foregoing instrument was acknowledged before me this 30 The foregoing instrument was acknowledged before me this ,
day of e 20 y, by _14 kid W pt' /;A.si ' , day of 'OI/ /"t 6e,e , 2007, by _rho' p lbra ,
who is personally known to me or who has produced JlJ' who is personally known to me or who has produced Pe' •
/. 6 • Z As identification and who did take an oath. , D4. as identification and who did take an oath.
NOTARY PUBLIC" NOTARY PUBLIC:
WM
Sign: , »ia f ,4 7 .. Sign:, nary //7 712M
Print: / ;'v7 a . -.- j'f frI t.+ 4E' Print: /J7a.,G C � 4 j �
Sowing Co.. Int
My Commission Expires: / 2 - 3 ° l' My Commission Expires: / :L- -0 4
Owner or Agent
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
*********************************** * * * * * * * * * * * * * * * * * * * * * * * * *
/ tFC -2204
APPLICATION APPROVED BY: v � ' "' Plans Examiner
Engineer
Zoning
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 12 /7/2004
Applicant: JAMES
Owner: WILLIAMS
JOB ADDRESS: 89
Contractor
Local Phone: 305 - 822 -2951
Parcel # 1132060131690
NE 102
JOHN'S GARAGE DOOR INC
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2004 -1569
WILLIAMS
JAMES
ST
Contractor's Address: 2266 W 79 STREET
Permit Status: APPROVED Permit Expiration: 5/31/2005 Construction Value: $600.00
Work: GARGAE DOOR
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 22 & 23
BLK 12 LOT SIZE
Fees:
FEE2004 -12194
FEE2004 -12195
FEE2004 -12196
FEE2004 -12197
FEE2004 -12198
FEE2004 -12199
Description
Building Fee
CCF
Training and Education Fee
Technology Fee
Scanning Fee
Submittal Fee
Total Fees:
Amount
$100.00
$0.60
$0.20
$2.50
$15.00
($50.00)
$68.30
Total Fees: $68.30
Total Receipts: $0.00
b,DEC 14 PAID
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:
M I A M I•DADE
BUILDING CODE COA11'LiANCE OFFICE (RCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SU 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Clopay Building Products Co.
8585 Duke Blvd.
Mason, 01-1 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 (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. 101702 -24. titled "Door Models: 83. 34A. 93.94. H93 & H94 ". dated 1 1/18/96
with lust revision on April 2003. sheets I 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 -8 by a
Dade County approved laboratory selected and paid by thc 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
2S000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
Ai)VERTISEMENT: Thc 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
cntirct■.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributers and shall be
available for inspection at the job site at the request of the Building Official
This NOA renews NOA # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above.
Thc submitted documentation was relit..,: ve ',v : - y G. " ont PE.
NOA No 03- 0428.04
Expiration Date: August 21, 2008
pproVal Date: June 5, 2003
rage I
� �� ,,��^^�AO 1CIE
DRA�'i�S_NGS
7 p er e 7, a Building r if y " r C : i rr c
Drawing prepared cy Clopay Products Co., ,:' Filled "Double ��, . rl�u, . ate
Pan Door ", Draw ng No. 101300, dazed 02/15.'95, with last revision on 01/06/2004,
sheets 1 through 2 of 2, signed and sealed by M. W Westerfield, PE.
B. TESTS
1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 of " Garage Door ", prepared by Hurricane Engineering & Testing, Inc.,
report No. HETI 95 -408, dated 01/25/95, signed and sealed by H. M. Medina, PE.
2. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door ",
prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -407, dated
01/24/95, signed and sealed by H. M. Medina, PE.
3. Test report of Forced Entry Resistance-per section 3603.2(b)5 on "Garage Door"
prepared by Hurricane Engineering Testing, Inc. report No. HETI 95 -407f, dated
01/25/95, signed and sealed by H. M. Medina, PE.
C. CALCULATIONS
1. Calculations dated 01/20/95; pages 1 and 2, prepared by M W Westerfield, PE,
signed and sealed by M. W. Westerfield, PE.
2. Calculations dated 02/24/95, page 1, prepared M. W Westerfield, PE, signed and
sealed by M. W Westerfield, PE.
D. MATERIAL CERTIFICATIONS
1. Test report of Tensile Test per ASTM E 8, report No. HETI 94 -T59, prepared by.
Hurricane Engineering & Testing, Inc., dated 02/06/95, signed and sealed by H.M.
Medina, PE.
2. Test report of Salt Spray Test per ASTM D1654 & ASTM B117, report No. 9E[LI- -1144,
prepared by O.C. Metallurgical, Inc., dated 06/03/99, signed and sealed by K. Grate.
E. STATEMENTS.
1. Affidavit of yield strength compliance prepared by P. D. Shifflett employed by Clopay
Building Products Co., notarized on 01/11,2001 by B. H. Schuler.
F. QUALITY ASSURANCE.
1. Building Code Compliance Office.
E -?
D2
.t did F. Font, PE.
Senior Product Control Division
NOA No 03- 0829.05
ENpiratio5: Date: March 26, 2006
Approval Date: February 05,2_004
H DOOR EICKT
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EACH FASTENED TO 5000 JAMB W17N
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TRACK CONFIGURATION
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(6) TRACK BRACKETS PER 510E UP 10 12' WGHI.
SEE ENO HINGE
DETAIL.
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EACH SIDE
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(.15114(0 TO TRACK BRACKETS.
EAOI Bi KEI ATTACHED 111 0�)I4p00
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20 GA. GAIV. STEEL INTER. STILL
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580)414 OH THIS QRAWIIIG.
54.4 UTCN ENGOES '14TxII t190i1rn,iuct Control
ONTO VER CAL MACK, D11L1100
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51UUT FOR U4IRESTPoC1ED DOOR OPERA11011
14 GA GALV. STEEL ENO HINGE
rAstENEO TO ENO SOLES w /(+ ) EACH
114.5/5' SHEET METAL SCR & (4)
1/4',3/4' SELF 1APP4NG SCREWS.
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Building Products
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(u1N. WEED STRENGTH: 28 K5).
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MARK W. WESTERFIEID
( R(6)51RA0011 No. 444195
MECHANICAL £NGU4CERMC
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THE 2.6 VERTICAL 5000 .*1105 ARE 10 BE GRA00 2
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MAY BE (BUT RIOT REOLRR(0) CDIK11ETt51RM 10 PROMO(
A FLUSH 410tµ00): SURFACE.
2.6 W000 JAMB CAP BE ANCHORED 10 GROUT REINFORCED
51.00H WALL OR CONCRETE COWURT. MOCK CELLS SHALL
RE TILLED MDT CONCRETE AND REINFORCED WITH CONTINUOUS
15 BAR EXTENDING 0110 THE FOOTING AND PITO TIE BEATS.
ANCHORS CAN OE 1/4'.1-3/8' CUBED TAPCON CONCRETE
ANCHORS 31ARi)NC AT Ito MORE 114AN 6' FROM 8011014
ANO 16' 0.0.. DB 541)1 3/0'.4' (1 -3/4' E1BE0)
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