WS-13-1812 Inspection Worksheet
Miami Shores Village
10050 N.E.2n d Avenue Miami Shores FL
e ue Mi a
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-196984 Permit Number: WS-8-13-1812
Scheduled Inspection Date:August 26,2013 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CORTINAS, LAUREN&ALBERTO Work Classification: Garage Door
Job Address: 186 NW 106 Street
Miami Shores, FL 33150- Phone Number
Parcel Number 1121360080080
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Building Department Comments
GARAGE DOOR REPLACEMENT Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 23,2013 For Inspections please call: (305)762-4949 Page 9 of 24
Miami Shores Village
3 AuG ® � 201Buildin Department
1W50 NEInd
Q
Avenue,Wmmi Shores,Florida 33138 rn-,P�
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)7614949
BUILDING
Permit No. FR � 1
PERMIT APPLICATION Mme°Permit No.
Permit Type: BUILDING
t ROOFING
JOB ADDRESS: 1 ?(-•v No v(a
City: Miami Shores County: Miami Dade Zap
Foliomarcel#:
Is the Building Historically Designated:Yes NO ROW Zone:
OWNER:Name(Fee Simple Titleholder):A ® C® )-U-4 S- s Phone#: ��b-•
Address:
Cit3'• -r+ State: Tap: 7
Tenant/iessee Nam: Phone#:
Email:
CONTRACTOR:Company Name: %S Phonu#: 11 $g'
Address:
cm': My a state: L— 23
Qualifier Name: To Z— Phone#: S9x;7-$?
State Certification or Registration#: Certificate of Com #: C�7GjL
Contact Phoned: Email Address: 04 C
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this P •$ o I
ti o ,a, . E Square/Linear F``000t/tage of Work:_ Q �Cf
or Q1c� yj OAlterati
Mew L�Repair/Rephux ODemolition
s
Color d"tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond
Notary$ TraininglFductfon Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ °
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,
WELIS,POOLS,FURNACES,BORERS,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 cenVTed 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.
Sigma Signature
Owner or Agent C
The foregoing' trument was acknowledged before me this e1 The foregoin instrument wMcby knowl ged fore me this
day o ,20,by�1d� �W+11 lS , day of o 20
who is personally known to me or who has produced ✓ who is m2mD known to me or who has produced a35-01%-%I-JOY identification and who did take an oath. as identification
and who did take an oath.
NOTARY PUBLIC- NOTARY UBLIC:
Sign: Sign:
..,�--� r a AN
Print:, Print. ♦4P Sikh
om ussion#EED45530 .Comm. n8227 Aug Commission Expires: '- Expires: DEC.03,2014 My Co Commiss
BONDED THRU ATLANTIC BONDING CO,INC
APPROVED BY f Phu Examiner Zoning
Structural Review Clerk
(Revised M2/2012)(Revised 07/101a7)(Revised 06/100M)(Revised 3/15/09)
t
wo
X
ao
Miami Shores Village
APPROVED BY
DATE
ZONING DEPT
BLDG DEPT ! d�
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COl INTY RULES AND REGULATIONS
I�
t
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR -_COMMERCIAL SIZES
fun-
DADE CO., FLORIDA
THE CHARTS BELOW ARE DETERMINED FOR THE WORSTCASE SCENERIO,BASED ON
THE FOLLOWING ASSUMPTIONS: (�� �ILUNG UCTS
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) �,J 0�� �m
ACCORDING TO ASCE7 CALCULATION METHODS.
2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE.
3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1.NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
NOTE 1:SPECIFIC,INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN
ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN
PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN
PRESSURE DECREASES AS OPENING SIZE INCREASES.FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME
DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
UP TO 15 16' 17' 18' 19' 20' 21
8'x7' 5.6 4-44.F36.0, -45.2 +36.4 -45.7 +36.8 -46.3 +37.3 -46.8 +37.7 -47.3 +38.0 -47.7
w 8x8' +35. , 35.7 -44.5 +36.1 -45.0 +36.5 -45.5 +36.9 -46.1 +37.3, -46.6 +37.6 -47.0
N
v) 9'x7' +35.3 -44.1 +35.7 -44.6 +36.1, -45.1 +36.5 -45.6 +36.9 -46.1 +37.4, -46.7 +37.7 -47.1
101 9'x8' +34.9 -43.4 +35.3 -43.9 +35.8, -44.4 +36.2 -44.9 +36.6 -45.4 +37.0, -45.9 +37.3, -46.3
Z 16'x7' +33.8 -41.1 +34.2 -41.6 +34.6 -42.0 +35.0 -42.5 +35.4 -43.0 +35.8, -43.5 +36.1, -43.9
w 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2, -41.3 +34.6, -41.8 +35.0 -42.3 +35.4 -42.8 +35.7 -43.1
O
18'x7' +33.5 -40.5 +33.9 -40.9 +34.3 -41.4 +34.7 -41.9 +35.0 -42.4 +35.4 -42.8 +35.8, -43.2
18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
22' 23' 24' 25'
8'x7' +38.3, -48.2 +38.7, -48.6 +39.0 -49.0 +39.4, -49.4
8'x8' +38.0 -47.4 +38.3 -47.8 +38.6 -48.2 +39.0 -N 48.6
V5 9'x7' +38.0, -47.5 +38.3 -47.9 +38.7 -48.3 +39.0 -48.7
0 9'x8' +37.6, -46.7 +38.0 -47.2 +38.3 -47.6 +38.6, -48.0
Z 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0 -45.0 +37.4, -45.4
w 16'x8' +36.0, -43.5 +36.3 -43.9 +36.7 -44.3 +37.0, -44.7
� ►+36.1, -43.6 +36.4, .7 -44.4 +3O 18'x7 7.0, -44.7
�*�������'��i�►�
18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0ti* � �L �t.,�
THIS CALCULATION SHEET IS ONLY VALID *' Noy "
FOR THE FOLLOWING BRANDS: CLOPAY, * _
IDEAL, AND HOLMES.
:� STATE OF
Scott Hamilton, P.E. or
8585 DUKE BLVD.
MASON OHIO 45040
(513) 770-4800 sign re 5/1'1/2012
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT]
t
MIAMI-DUDE
MIAMI-DADE COUNTY
i PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www miamidade goWeconomv
Clopay Building Products Company
8585 Duke Boulevard
Mason,OR 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 and accepted by Miami-Dade County RER Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
Ibis NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(m 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.,RER reserves the right to revoke this acceptance,if it is determined by
Miami-Dade County Product Control Section 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:2"EPS Ins.Steel Sectional Garage Door up to 9'-0"Wide w/Impact Resistant Utes
APPROVAL DOCUMENT:Drawing No.101703,titled"HDG/fiDGL,66/68,4300/01,4310/67&=L,
4400/01,H Models,shy 1 of 1,dazed 11119/1996,with revision 6 dated 7/2012,prepared by Clopay
Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County
Product Control renewal stamp with the Notice of Acceptance,number and expiration date by the Mimi-
Dade Counter Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name oriogo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
!' statement mading`Nami-Dade County Product Control Approved'is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal applicationlias been filed and there has been no change
in the applicable building code negatively affecting the performance Of this product.
TERM NATION 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.Faihxre to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTENT: 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
y_ in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufiwturer or its distributors and
shall be available for inspection at the job site at the
�l J request ofthe$nildnng Official.
This NOA renews NOA#12-0125.04 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos X Utrera,P.E.
NOA No.12-0710.06
Facpiration Date:September 20,2017
• ' Approval Date:October 4,2012
Page 1
Clopay Buildings Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/674ML,4400/01,H
Models",sheet 1 of 1,dated 11/19/1996,with revision 6 dated 7/2012,prepared by Clopay
Building Products Company,signed and sealed by Scott Hamilton,P.E.
B• TESTS "Subm&ed under NOA#09-0929.10"
1. Test report on Forced Entry Test,per FBC,TAS 202-94,prepared by American Test Lab,Inc.,
Test Report No.ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W.
Johnson,P.E.
"Submfted under NOA#07-0807.14"
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202,
2)Large Missile Impact Test,per FBC TAS 201,
3)Cyclic Wind Pressure Test,Loading per FBC TAS 203,
along with marked up drawings,prepared by American Test Lab,Inc.,Test Report No
ATLNC 0823.01-06,dated 12118/2006,signed and sealed by David W.Johnson,P.E.
C. CALCULATIONS KSubmMed under NOA#07-0807.14"
1. Anchoring calculations,prepared by Clopay Building Products Company,dated 07/3012007,
signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS KSubmNed under NOA#07-0807.14"
1. Tensile Test;per ASTM E8,Reports No.E=4)6-T604/605/606,prepared by Hurricane
Engineering&Testing,Inc.,dated 09122/2006,signed and sealed by Rafael E.Droz-Seda,
P.E.
2. Corrosion Resistance Salt Spray Test,per ASIM B 117,Report No.3016044-63365,
Prepared by Stork Twin City Testing Corporation,dated 01005,signed by John D.Lae,
P.E.
3. Ignition Properties of Plastics Test,per ASTM D 1929,Report No.3082959-500,prepared by
Intertek Testing Services NA,Inc.,dated 09/1612005,signed by Anthony Penaloza.
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated
10/04/2005 and Report No.3094867SAT-001,dated 04/13/2006,pwpaped by Intert&Testing
Services,NA,Inc.,signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS
L Statement letter of code conformance to 2010 FBC no(financial interest,issued by Clopay
Building Products Company,dated 07106/2012,-signed and sealed by Scott Hq0ton,P.E.
p a0/2
Carlos NL Utrem,P.E.
Product Control Examiner
NOA No.12-0710.06
Expiration Date:September 20,2017
Approval Date:October 4,2012
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