WS-15-2835 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-247450 Permit Number: WS-11-15-2835
Scheduled Inspection Date: December 08,2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: VERONICA MEDINA,JUAN PABLO Work Classification: Garage Door
Job Address:10531 NE 3 Avenue
Miami Shores, FL 33138- Phone Number
Parcel Number 1122310130360
Project: <NONE>
Contractor: BROTEN GARAGE DOOR SALES INC
Building Department Comments
REMOVE/REPLACE (1) 16 X 7 GARAGE DOOR infractlo 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
December 07,2015 For Inspections please call: (305)762-4949 Page 19 of 44
x 3
Miami Shores Village ` , '` �� tl� hl�tt@1 �
10050 N.E.2nd Avenue NEJr
Miami Shores,FL 33138-0000
4 Phone: (305)795 2204 �y
IS0+u+�chow I112312b�5 Expiration: 05121/2016
Project Address Parcel Number Applicant
10531 NE 3 Avenue 1122310130360
Miami Shores, FL 33138- Block: Lot: JUAN PABLO/VERONICA D'ON i
Owner Information Address Phone Cell
JUAN PABLO/VERONICA D'ONOFRIO/ 10531 NE 3 Avenue (305)494-0230
---- MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,965.00
BROTEN GARAGE DOOR SALES INC
Total Sq Feet: 3282
Type of Work:REMOVE/REPLACE(1)16 X 7 GARAGE DO Available Inspections:
No of Openings:1 Inspection Type:
Additional Info: Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
Invoice# WS-11-15-57708
DBPR Fee $2.00 11/23/2015 Check#:27221 $77.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 11/09/2015 Check#:27165 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $127.80
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 t,hDreto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting',,&s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWN ER*XFFI DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction'coning. Futhermore,I authorize the above-named contractor to do the work stated.
November 23, 2015
Authorized ignature:Owner t Applicant / Contractor / Agent Date
Building Department Copy
November 23,2015 1
i
Miami Shores Village �Ag
Building Department 6 Q AON
NOV ® 9 2015
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
= V INSPECTION'S PHONE NUMBER:(305)762.4949
00 7—��� FBC 2014
BUILDING t, Permit No. S 1 S — 2 q?>6
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: 10531 NE 3 AVENUE
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcelk 11 2231 013 0360
Is the Building Historically Designated:Yes NO X Flood Zone:
OWNER:Name(Fee Simple Titleholder): PAOLA MEDINA Phone#: (305)788-9779
Address: 10531 NE 3 AVENUE
City: NHA H SHORES State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: BROTEN GARAGE DOOR SALES Phone#: (954)946-5555
Address: 886 S.ANDREWS AVENUE
City: POMPANO BEACH State: FLORIDA Zip: 33069
Qualifier Name: GREGG DAVIS Phone#:4954)946-5555
State Certification or Registration#: CGC1514103 Certificate of Competency#:
Contact Phone#: (954)946-5555 EXT 122 Email Address: MELANIE@BROTEN.COM
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ 2,965-00 Square/Linear Footage of Work: 3,282
Type of Work: ❑Addition NAlteration ❑New ❑Repair/Replace ❑Demolition
Description of Work: REMOVE/REPLACE (1) 16 X 7 GARAGE DOOR
Color thru tile:
Submittal Fee$ sm w Permit Fee$ 1 I 0 °0� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education 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. T certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be perforated 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 FOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT! TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
tVotice to Applicant: As a condition to the issuance of a building pennit with an estimated value erceeding 52500, the applicant mast
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 cenifaed coPy of the recorded notice of commencement must be posted at the job site
for the first inspection svItich occurs seven (7) days after the building pennit is issued. In the absence of such posted notice. the
inspect' n wi noCb 5pved and a reinspection fee will be charged.
a �
Si ore Signator
77
Owner or Agent
The fo ing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this V5
day of 20] by UD Ol L } 0. , day of �Cx. ,20 l ,by GREGG DAVIS
who is personally known to me or who has produced C h%NY -S who is personally kb1cation
produced
etit telllill
As identification and who did takeat��lTllll///, hh,i
NOTARY P ��®�\�`-�NIE K.G/�l'�®®, NOTARY �.•�M�ssloyF•��L 'o
V 44 ........ ®�
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0 9, oE1o� s •g r�
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Print ' ®°® •'�o 06549 J
�. ° Iff 286549J :frim: •t oma`
M Commissia fres: e °? e4 ,�5a°oma ®os9`,�°air®una�e';:•��om�®�
Y p W 4°ded l9 � My Commissmn Pi ��®®/®BBk,1C TAA
skBxnFxExEx$xY$xa}x&xsa,gssx�Rxg+aFe3$x§xgakskx§��xt9x§S,tgxVFxg �nkka s.:�xk�atYpN$atdsskysxixs�NfxxWryx$x$$aF,¢maW+kna�c>hx�.�xgs�xe4gxk�sk�aka4gaxg�xx8akae3,xxg$ax3a�x:<xex�$x>k;Kxxk@xvas"n$xx?xkxxxt
�g
APPROVED BY tl �1 Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10f''�)(Revised 3/15/09)
r
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD 850 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
DAVIS, GREGG D
BROTEN GARAGE DOOR SALES INC
5516 NW 66TH AVENUE
CORAL SPRINGS FL 33067
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range 'a, STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND
and they keep Florida's economy strong. z PROFESSIONAL REGULATION
Every day we work toimprove the way we do business in order to CGC1514103 ISSUED 06/05/2014
serve you better. For information about our services,please log onto
www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR
about our divisions and the regulations that impact you,subscribe DAVIS,GREGG D
to department newsletters and learn more about the Department's BROTEN GARAGE DOOR SALES INC
initiatives.
Our mission at the Department is:License Efficiently,Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS.
and congratulations on your new license! Expiration dale:AUG 31,2016 1.1408050000910
DETACH HERE
RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
CGC1514103
The GENERAL CONTRACTOR
Named below IS CERTIFIED ��°D-WE
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
DAVIS, GREGG D
BROTEN GARAGE DOOR SALES INC } ti
5516 NW 66TH AVENUE-
CORAL
CORAL SPRINGS FL-33067 n
ISSUED: 06/05/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406050000910
s-��.r�c- �I±3",�,�'�• `•a�, � �:.M,'�.5s:f�,r+^,�. 73t,;-r°,>. ..:r x'a4's- , �'�'r rx
,.,'- ����'��• - �•' b � .� ,.:fix i �a�• .�,c .�
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT '
r•
=r 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000
j VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 j
DBA: Receipt#:180-7974 1�
Business Name:BROTEN GARAGE DOOR SALES INC Business Type:GENERAL CONTRACTOR (GENERA,
CONTRACTOR) Ig
Owner Name:GREGG D DAVIS Business Opened:10/25/2007 !
Business Location:886 SW 12 AVE State/County/Cert/Reg:CGC1514103
! POMPANO BEACH Exemption Code: j
i Business Phone:
Rooms Seats Employees Machines Professionals
65 � ^
iFor Vending Business Only 1
Number of Machines: Vending Type: j
j Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid o
150.00 0.00 0.00 0.00 0.00 0.00 150.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
Inon-regulatory in nature.You must meet all County and/or Municipality planning
I WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when {
i the business is sold, business name has changed or you have moved the
business location.This receipt does not indicate that the business is legal or that
It is in compliance with State or local laws and regulations.
Mailing Address:
GREGG D DAVIS Receipt #04A-14-00003300
886 SW 12 AVE Paid 08/07/2015 150.00
POMPANO BEACH, FL 33069
2015 - 2016
I `
___90OWN541P.601—:UNi1r9rM 6:Ca 1ii90a IN_C�S�S
11/0942015 ' 11:28 9549465587 BROTEN PAGE 01/01
A� CERTIFICATE 4F LIABILI'M Y INSURANCE 1102015TEMMI Drtym
THIS CERTIFICATE IS ISSUED AS A MATTER OF IN ORMA11ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE WOLOM
IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the Pollcy(les)must be endorsed. N SUBROGATION IS WANED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer nights to the
certificate hol er In lieu of such eftMImen s.
PRODUCER I CONTACT .Suzie B.
,NAMEi.,......_
Keyes Coverage Insurance 954-724-7000 VAX
Tamarac FL
5900 ac FIL Road 33321 M -5UzlebQkeyesaoverage.com (AL�Nel.
___• INSUR@R(S)AFFORDQIGCOWMAG6 HAKE
INSURER A:Bridgefieid Employers Ins Co 10701
INGURd 538 INsuRm s;Allied Property&Casual Ins Co 42,979
Broten Garage Door Sales Inc MISURER c:
Broten Garage Door&Gate
886 S Andrews Ave INSUMD.
�_. .. ...,,_
Pompano Beach FL 33069 INaURER 6:
COVRRAGES CERTIFICATE NUMBER:553790080 REVISION NUMBS
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE!LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFIC M MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
A001.303R TYPE OP INSURANCE POLICYNUMBER POLICY EFF POLICY EW -
13 X COmISAmm—E a tERAL LIAwLrTY Y Y ACP GLPO 59"_6298218 9=12015 9/3(12018 FACH OCCURRENCI: $7 000,000
CLAIMS-MADE L OCCUR EIAMPAM
X PKmJN �ntrrb MED ECPenc oft) $10,000
A- . PERSONAL 8 ADV INJURY $i flG0,00r3
GEWL AC40REGAYE LmT APPLIES PFR: GENERAL AGGREGATE 52,000.000
,., POLICY Ox 29 ❑X LOC PR004lCT8-00MP/OPAGG $2.000,000
oTWER:
$
B AYTcmomLE LIA61LnY Y Y ACP @APC 5925798x18 9/30/2015 9/30/2016 der,! $1,000,000
IxANY AUTO BODILY INJURY(Per person) $ _ --
NOIR OWNS _; -INJURY(Parr naktwe) $ -
HIREOAUTOS X AUTOS ereGdEITTY mti)- , $ _
$
X UMBRELLA LLAB X OCCUR Y Y ACP CAP 5826208218 9r3 =15 9/3012016 EACFI occuRRavc>s $5,000,OOD
E axes L"- "` t2.A1MS MADE AGWeGATE $5,000,000
X
rB DED $10,000 Follow Form:GUAUU 3
A AND VIMSarMML Y 830-39983 t0/tt2016 10/1 Vrw.
AND EdIIPLOYERS'LJABILIiY !2016 X
ANY PROPRIETOMPARrNERIEXECUTWE YIN ST
OFFlCER/MBMB6R BXCLUM? MN N/A E,L,EACH ACCIDENT $1.000,000
lMyeererdatory to Ntq 11-1-016 E1a'1j-FLA ZMPLO 11,0W,OD0
DEZCRIPrNDN OFwP TIONB below ,
EL DISEASE_POLICY uMrf $7,000,000
B InstellAHon Floater ACP GIMP 5216298218 9130/2015 9/30/2016 Per LmMflan 25.000
Twelf 25,000
Dad-,
DesctaartoN OF ot�E1tA'n0lri5 r LOCATiONB I v@IIt:LES(ACORD t01,AddRlenxl est SettetllUO,may!ba a�chad Ir marm al+a�e E repulrotly
Certificate holder and other entities as required by the Contract Documents are included as an additional insured on GI„AUTO and UMS
lifts-
ablllty on a primary and non-contributory basis when required by written contract for both on-going and completed operations.Waiver of
brOgetion is provided on the GL,AL and WC policies in favor of the certificate holder,project owner and others as named to contract
notice of cancegation-10 days for nornant of premlum
ww fffxw,ewsw,e►warwa�rwoww�w,Fwfnew*w,ewrrew:w w,►w,w www�wr
W/GREGG DAVIS AND STEVE KALENICH AS QUALIFYING AGENTS FOR BROTEN GARAGE DOOR.
CGC 1514103
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF TME ABOVE DESCRtBED POLICIES BE CANCELLED BEFORE
CITY OF MIAMI SHORES THE EXPIRATION DATE TSF. NOTICE WILL BE DELIVL=RkD IN
10050 NE 2ND AVENUE ACCORDMCE wrrm THe Porky PnoviWON&
MIAMI SHORES FL 33139
AU`MR®REPrMWNTATW
®4988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD!lame and logo are registered marks of ACORD
3178 OFMCOF THE PROPERSE TY APPRMER
Summary Report
Generated On:10/2212015
Property Information
7 ag"'T
Folio: 11-2231-013-0360
Property Address: 10531 NE 3 AVE
JUAN P DONOFRIO
Owner PAOLA V NIEDINA
Mailing Address 10531 NE 3 AVE
MIAMI SHORES,FL 33138
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
0101 RESIDENTIAL-SINGLE FAMILY
Primary Land Use
I UNIT
Beds/Baths Half 5/3/0
Floors I
Living Units 1
Actual Area3,958 Sq.R
Living Area 3,282 Sq.R
Adjusted Area 3,499 Sq.Ft
Lot Size 11,500 Sq.R Taxable Value Information
Year Built 11955 1 20151 2014T 2013
County
Assessment Information Exemption Value
$50,0001 $50,0001 $50,000
Year 2015 2014 2013
Taxable Value $363,2561 $359,9771 $379,808
Land Value $192,372 $137,678 $155,312 School Board
Building Value $265,707 $251,071 $253,048 Exemption Value $25,0001 $25,0001 $25,000
XFValue $21,007 $21,228 $21,448 Taxable Value 1 $388,2561 $384,9771 $404,808
Market Value $469,086 $409,977 $429,808 City
Assessed Value $413,256 $409,977 $429,808 Exemption Value 1 $50,0001 $50,0001 $50,000
Benefits Information Taxable Value $363,2561 $359,9771 $379,808
Regional
Benefit Type 2015 2014 2013 Exemption Value $50,0001 $50,0001 $50,000
Save Our Homes Cap Assessment Reduction $55,830 Taxable Value 1 $363,2561 $359,9771 $379,808
Homestead Exemption $25,000 $25,000 $25,000
Second Homestead Exemption $25,000 $25,0001 $25,000 Sales Information
Note:Not all benefits are applicable to all Taxable Values(Le.County,School Previous OR Book-
Board,City,Regional). Sale Rice Page Qualification Description
03/31/2009 $450,000 26819-2636 Qual by exam of dead
Short Legal Description 07/01/2007 $0 25905-1263 Qual by exam of deed
FIRST ADD TO PASADENA PIK 2008 and prior year sales;Qual by exam
PB 6-82 08/01/2005 $860,000 23793-3593 of deed
LOTS 13&14 BLK 12 1 1
LOT SIZE 100.000 X 115 01/01/2005 $0123009w3747 Qual by exam of deed
COC 26905-1263 07 2007 4
The Office of the Property Appraiser Is continually editing and updating the tax roll.This website may not reflect the most current Information on record.The Property
Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at httpJ/www.miamidade.gov/info/disdatmor.asp
Version:
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� r
MIAMI•DADE MIAMI RADE COUNTY
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 ACCE+PTANC9 (NOA) www.miamidade.gov/eeonomv
Clopay Building Products Company
8585 Duke Boulevard
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 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).
This 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(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.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 Insulated W8 DP46 Steel Sectional Garage Door up to 161-211 Wide
w/Optional Impact Resistant Lites
APPROVAL DOCUMENT:Drawing No.104736,titled"2"EPS Ins. 16'Doors",sheets 1 through 3 of 3,
dated 10/26/2012>with revision 03 dated 02/2015>prepared by Clopay Building Products Company,signed
and sealed by Scott Hamilton;P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • •
LABELING:A permanent label with the manufacturer's name"logo,manufacturing address,itodel x$ft T,'the •
positive and negative design pressure rating,indicate impact rated if applicable,installation'lnl•udtion drawing
reference number,approval number(NOA),the applicable test standards,and the statement coding`MiaMi=Dude ....;.
County Product Control Approved'is to be located on the door's side track,bottom angle,as A"surface of a panel. .
RENEWAL of this NOA shall be considered after a renewal application has been filed anothampas begn as change in •
the applicable building code negatively affecting the performance of this product. Goes •••• 00000
TERMINATION of this NOA will occur after the expiration date or if there has been a re"WISA br ehan%e ih%e 00:000•••
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anyor8duct,f(V
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to:otnpl;with any section of.• •
this NOA shall be cause for termination and removal of NOA. ••••••
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Urid&, and fgllgygd by t.6-••
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then'i�,�l'a)�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 revises NOA#13-0402.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera;P.E.
NOA No 15-0225.15
MIAM MDE CouNTY Expiration Date: January 31,2018
/ Approval Date: May 14,2015
Page 1
CloRaj Building Products Comnanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.104736,titled"2"EPS Ins. 16'Doors",sheets 1 through 3 of 3,dated
10/26/2012,with revision 03 dated 02/2015,prepared by Clopay Building Products
Company,signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA#13-0402.04"
1. Addendum to Test Report No.ATLNC 0827.01-12,dated 02/06/2013,signed and
sealed by David W. Johnson,P.E.
"Submitted under NOA#121108.0x"
2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
5)Tensile Test per ASTM E8
Along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel
garage door Model 4300 with windows,prepared by American Test Lab,Inc.,Test
ReportNo.ATLNC 0827.01-12,dated 10/091201.2,signed and sealed by David W.
Johnson,P.E.
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology,Test Report No.30160-04-63365, dated
01/26/2005,signed by John D.Lee,P.E. 0 0
0000..
0000..
0000.. .
C. CALCULATIONS "Submitted tinderNOA#12 uoxov, • 000000
1. Jamb anchor calculations prepared by Clopay Building Product4 C:pmpany jdated ;••••;
11/05/2012,signed and sealed by Scott Hamilton,P.E. 00*090 000090
00.00. . 66 666..
.9 99 0000 6099.6
6.6,9. 9 90
D. QUALITY ASSURANCE •
. . . . 000096
1. Miami-Dade Department of Regulatory and Economic 9 Resot'd'f'0 (RER)
. . 0000..
.. . 060
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0225.15
Expiration Date: January 31,2018
Approval Date: May 14,2015
E-1
Clonay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan
Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018.
2. Test report on Surface Burning Characteristics,per ASTM B84 of Type I EPS, Test Report
No. 3082960-500,prepared by Intertek Testing Services,NA, Inc., dated 10/04/2005, signed
by Javier Trevino.
3. Test report on Ignition Properties of Plastics per ASTM D 1929 of Type I EPS,Test Report
No.3082959-500,prepared by Intertek Testing Services,NA,Inc.,dated 09/16/2005,signed
by C.Anthony Pefialoza.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 5ei edition(2014)FBC
issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed
by Scott Hamilton,P.E.
"Submitted tinder NOA#12-1108 01"
2. Statement letters of code conformance to 2010 FBC and no financial interest,issued
by Clopay Building Products Company,dated 11/05/2012, signed and sealed by Scott
Hamilton,P.E.
•
••••.•
•••• •••• • •
• • • •
•••••
••••• 069::
• •••••
• •
•••••
•
•.•.•• • •
• • • • •
•••••• •••••
00 •
Car os M.Utrera,P.E.
Product Control Examiner
NOA No 15-0225.15
Expiration Date: January 31,2018
Approval Date: May 14,2015
E-2
t
4 3 ' 2 1
MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET. REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 1 OF 3 REV. N0.I ZONE: DATE I ECN NO. APPVD-_F DESCRIPTION
03 - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT.
HOIMES 66, 66G, 6200 68, 6201 67, 67G, 6203
IDEAL -- SP200 SF200 SE200 OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT—RESISTANT CONSTRUCTION:
MAX. GLAZING SIZE IS 18-1/2" x 11'. SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
GLAZING IS INJECTION MOLDED GE LEXAN IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND
D (1) 20 GA. BACKER PLATE BETWEEN EACH SLX2432T,AN APPROVED CC2 PLASTIC IN GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH D
EMBOSS LOCATION THAT CONTAINS A CENTER ACCORDANCE WITH IBC/FBC 2606. IBC/FBC 2605.
HINGE.ATTACHED WITH DOUBLE SIDED SEE SECTION B-B FOR ASSEMBLY DETAILS. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
ACRYLIC ADHESIVE TO BACK OF DOOR. —►A (GLAZING SHOWN IN INTERMEDIATE SECTION.) WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE-AND SMALL-MISSILE IMPACT RESISTANT.
1 r==rs
u u u u H u It H H H R n t o GLAZING SHOWN IN TOP SECTION.
_==Al '! ===3!
16 GA. DOUBLE END SOLES.
/ MAY BE NOTCHED FOR LITES. q=r-
r i�==_--� '-s=�i i�-===_�i t VIEW"B" (SEE SHEET TWO). m=moorVIEW "C" (SEE SHEET TWO). it a u n it n u u u u u u a
C C
y O —_--- —__--
i`r==---7i 5--- ----li i ===�i � i�===moi 5-====-3i i4=====�i F=---4; ;f-----
S 2tt t tt t t tt t it it tt tt ti t� tt t t tt u
----- ----- ----- ---- ----- ----- ---- ----- --
TWO POINT LOCKING
INTO TRACK.
=_= ==
4 3 2 1
MODELS 24 GA SHIRT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 2 OF 3 REV• No.1 ZONE:I DATE: ECN NO. APPVD:I DESCRIPTION
03 _ __ _ -- SEE REVISION HISTORY ON SHEET ONE.
HUL14ES 66,66G, 6200 69, 6201 67, 67G, 6203
IDEAL -- SP200 SF200 SE200
D SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR. Q
HOR¢ONTAL((TTCP))Jane JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM ICOR)
1... ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.95'THICK, 1# DENSITY
THE 2x6 VERTICAL SYP(GRADE 02 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM .^.
M. TRANSFERRED TO THE HOR¢ONTAL(TOP)JAMB. INSULATION LAMINATED TO BOTH
FOOT OF JAMB. (1) 12 CA GALV. STEEL TOP ROLLER
2 EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 LB&-416 US.PER LINEAR EXTERIOR AND INTERIOR SKINS. BRACKETS(2-1/2"x 5-3/8"). EACH
3.ALL JAMB FASTENERS MAY BE(BUT ARE NOT REWIRED TO BE)COUNTERSUNK TO PROYIOE A FOAM MANUFACTURED BY BRACKET ATTACHED W/(4) 14x5/8"SHEET
FASTENER FLUSH MOUNTING SURFACE PREMIER INDUSTRIES, INC. OR METAL SCREWS.ADJUSTABLE SLIDE ATTACHED
TYPE 4.A 1/3 STRESS INCREASE FOR WIND LOAD WAS kM USED IN THE CALCULATION OF AUOWABLE FALCON FOAM. TO TOP BRACKET WITH (2) 1/4"4/2' BOLTS
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. AND NUTS PER BRACKET.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING WALL BE FRAMED SOLID BY NOT LESS THAN(3)2x6 PRESSURE
Mat.D.C. TREATED SYP(GRADE 12 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI TONGUE AND GROOVE JOINTS. 27 GA. (0.016' MIN,) INTERIOR STEEL SKIN
NOMINAL.EXTREME FIBER STRESS IN BENDING(Fy)FOR DOORS UP TO B'0`HIGH OR(4)2x6
PRESSURE TREATED SYP(GRADE B2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN DRAWING QUALITY) WITH G-40 MIN. GALV.,
G` MER AND A BAKED-ON
1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fp)FOR DOORS UP TO 16'0'HIGH.SND, p ED-ON TER PAINTED TOP COAT APPLIED TO
WALLS TO BE CONTINUOUS FROM FC07ING TO TIE BEAMS. 4�_
2x6 VERTICAL JAMB r BOTH SIDES OF STEEL SKIN.
2x6 Sri(GRADE 2 OR BETTER)WOOD JAMB SHAH BE ANCHORED TO GROtIT REINFORCED BLOCK '4-7/4' _ 14 GA. GALV. ROLLER HINGE. EACH HINGE
WALL OR CONCRETE COLUMN.BLOCK WALL CELLS SHALL BE FILLED WON CONCRETE AND FASTENED TO END STILLS WITH (4)
REWORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO F007ING PER BOCK WALL OR CONCRETE COLUMN. �VI ,=D" �.p 1 14x5/8"SHEET METAL AND (2)
OFORREECORRD AND IN�ACCO CCE 1�mHSTHEE BE DESIGNED
B�imawG CODED �IN NEER OR ARCHITECT 4"TALL TAPER STRUT. 1/4'x3/4'SELF TAPPING SCREWS. SEE
0.062' MIN. GALV. STEEL. VIEW "B".
,2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 80 KSL MIN
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) ONE 4"T-STRUT PER SECTION. (SEE
MAXIMUM VIEW °D'N) EACH T-STRUT ATTACHED AT
DISTANCE STEEL 27 GA(0.016'MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
BUILDING TYPE FASTENER TYPE FAB S'f HERS'REOUIRE�OT SKIN (MIN. YIELD STRENGTH: 44.4 KSI, 1/4°x3/4`SELF TAPPING SCREWS.
_ T p,p, DRAWING QUALITY)WITH G-40 MIN.
3000 PSI MIN.CO 1 a x I LRM.EM(lED MP
APCON CONCRETE ANCHOR 8-3 a 1 O.D. GALV. BAKED-ON POLYESTER PAINTED p
B 3 8"X 1-3 4'MIN Eta WW-FT ANKH SLEEVE ANCHOR TOP COAT APPLIED TO BOTH SIDES OF U
F__ X 1-3/4'MIN-EM13ED WEj-TT kNKR TITE SLEEVE ANCHOR 24'
D STEEL SKIN.
WOO FRAME(SYP 0.55 SGI 1/2"x 3'LAG SCREW(ASTM A307-GRADE A) 1-9/8"EMBED INTO STRUCTURE 14-3/4"
• FAST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MA70MUM ON-CENTER OL51ANCE.HIGHEST ANCHOR INSTALLED '• '� 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
01
• AT LEAST AS HIGH AS THE ODOR OPENING. „• i
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WITH (2) 14x5/8'SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2'N EXCLUDING STUCCO THICKNESS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
,,/1TT iPA� /145/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW)
T.HM4
'h-
00
4 °DQE • • •• •
*. No 9 e *^ tD�� • •• • • •
Seer Li�•% • • • • • G. 0 0
C 1(y A�=03*W • ••• •• • • 1/4-0/4-SELF
3f Sr :Ir. o TAPPING SCREWS. D C LOADS: +46.0 P. Fn -52.0 P.S.F. PART NO.: N/A A
A L STATE OF . Al ib GA END HINGES 78 GA TMIN.) INTERMEDIATE HINGE Uxixex Stxled OU-1- =Y'UpaY 6565 Duke 9ou:eU 4INDLDAD RATING
o•. '�„ 'B via TOLERANCES e<e T► �;r D DSA w 8 D P 4 6
� R P(? ••• •• • Vf ••• ••• .0. t.031 9 PraducU Fox Na 513-770-4460
toNAL� , i • i i 000= t:k.015
0s DRAWNBY;
2"EPS WDATE: 10/12/12RS SCALE:SCALE NTS EE TABLE R MODELS)
•• • •
:0. • • • • • O000 7.001 SIZE
DESIGN ENGINEERI • •• • • 000 •• •• De9r8op' t 1/2N CHECKED BY: SH DATE: 10/26/12 SHEET 2 OF 3
SCOTT HAMILTON, P.E. ••• • • • • ueuw smlea ottuertee
DwEA610NS ARE w watts.DWG. NO.: 104736 VER:MO
FLORIDA LICENSE o. 63286
4 3 2
... . . . . ••• . .
. .. .. . . . .. ..
... . . . ... . .
4 3 2
MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET' REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HIM 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
03 - -- SEE REVISION HISTORY QN SHEET ONE.
HDLMES -- 66,66G, 6200 68, 6201 67, 67G, 6203
IDEAL -- SP200 SF200 SE200
2-TRACK CONFIGURATION VOL-TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK B
D OUOU
ODORS UP TO 800 LBS. DR OPENING DOES NOT AFFECT THE SUPPORT BY DR
WIND LOAD RATING OF THIS DOOR. INSTALLER(TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMS CONFIGURATION
DOOR DOORS UP TO 800 LBS. .
HEIGHT "L-
13 GA GALV.STEEL FLAG BRACKET ATTACHED TO770-'- N.JAMS WITH(3)5/16"X 1-5/8-LAG SCREWS •-p• 1-DOOR OVERLAP(EACH SIDE)
AND TO TRACK WITH(2) 1/4'RIVETS
ali N.
tSYP WOOD NO
D JAL®.SEE OPTIONAL STOP MOULDING BY INSTALLER(i0 SUIT).
AS ROD.SPACING NTE 14"O.C. JAMB PREPARATION NOTE-. 16 GA GAIN.STEEL DOUBLE-END-STILE FASTENED WITH(1)18 X 1/2-WAFER SCREW.
•
x 9'-0" END SME DIM.:5-3/4 X 2-1/8'X 3/8
g 63" 2-GALV.STEEL TRACK, 10'-0
TRACK THICKNESS:0.083•. f0-6 2-CK X 12 Ga FASTENED
STEEL
° 50• _77-0-
" WOOD JAMBS 8%BaXEI EB/a 7/iti"I.D.RouNO IS GA.GALV.STEEL CDNTER HINGE
_ LAC SCREWS NOT TO EXCEED 14' PUSH NUT FASTE74a.4%8 SHEET METAL SCREWSO INTER.STILES .
-38.
EACH
x ON-CENTER.MIN.OF(9)LAG FASTENER.
- TYP.2-1/2"X 12 CA CALK - SCREWS REQUIRED PER JAMB. 14 G0.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH(1140.5/8- C
C STEEL TRACK BRACKETS. 1 -
ATTACHED 70 JAMB WITH(1) -p• SHEET METAL SCREWS AND(2) 1/4-SELF TAPPING SCREWS PER ENO HINGE
c 24' 5/16'X 1-5/8"LAG SCREW PER '-8 2'CALY.STEEL TRACK FASTENED TO
TRACK BRACKET, _ 12 CA CAW STEEL TRACK BRACKETS 2'DIEL 7-1/2'LONG SiFJA, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE '
WITH EITHER(2) 1/4-DIA.RIVETS OR
L 21 10" 16-0 (1)1/4'X 5/8-BOLT&NUT PER SECTION C-C
3-1/z" TRACK BRACKET. iJ{R BRACKET(2-1/2"x s-s/a"a tzGA)
• (REPARATION OF JAMBS BY OTHERS, ATTACHED 2I0.3CKTOG
SCREWS. LHRgESRELSO
USED WITH•DOUBLE END STILE-AS SHOWN IN
ZONE B-3 SHEET 1.
jiOOR TRACK CONFIGURATION ABOVE THE
3"TRACK CONFIGURATION DOUBLE TRACK
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION
DOORS 800 LRS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER LOW!HEADROOM OPTION
CENTER HAND REQUIRED FOR (AVAIL.FOR BOTH 2-AND 3•TRACK)
DOORS OVER 8'HIGH. HORIZONTAL TRACK DOUBLE HORIZONTAL
SUPPORT BY DOOR TRACK.
PAK41)NCfI$YISBD INSTALLER(TO SUIT). 1"DOOR OVERLAP(EACH SIDE)
�eY�Y�ttM#'ialOt 20.8 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT)• B
B °��sa+a 3"GALV.TAPERED STEEL TRACK MID ANGLE.TRACK JAMB PREPARATION NOTE'. 16 GA GALV.STEEL DOUBLE-END-STILE FASTENED WITH(1)08 X 1/2-WAFER
Ale*"" / THICKNESS:0.101•.ANGLE THICKNESS:O.OW. SCREW.END STILE DIM.:5-3/4 X 2-1/8"X 3/6-.
MIN.ANGLE DIMENSIONS 3-1/4'a 2-7/8-. 11
B VERTICAL/HORRONTAL 1RALTf 14'MA%IMllll SPACING 3-1/4'x 2-7/8-MIN.x OA80'TAPERED
JUNCTION.TWO 1/4-BOLTS FROM LASE MOUNTING ANGLE.SEE LAC BOLT MOUNTING AT TRACK 18 GA.CAV.STEEL CENTER KINGE
k KUTS FOR EACH TRACK SLOT TO TRACK JUNCTION CONFIGURATION BELOW. 7/16"L0.ROUND FASTENED TO INTER STILES W/(4)EACH
= PUSH NUT 014x5/8"SHEET METAL SCREWS.
a ADDITIONAL.MOUNTING SLOTS FASTENER.
SPACED AT I2-CENTERS. 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END
c 0.101•THICK 3-GAN STEEL TRACK FASTENED �W/(4)EACH 014x5/8"SHEET METAL SCREWS
j/lt I/t TO TAPERED WITH
ON TRACK ATTACHED TO
l•('f HA41/�tti,,� ° Iz"ON CENTER TAPERED ANGLE WITH ONE 1/4-xS/8"BOLT k AND(2) 1/4-SELF TAPPING SCREWS PER END HNGE
O� G�••GEIV•• �� �� 46' f• ••• • • • • • •• NUT AT EACH MOUNTING SLOT.
t,• �,•'y� sF•'•,'t'h� • • • • • • • • • 3'DIA.8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
• No �.Q2gR 7//',� v • • e• • 9 • • • , ,SECTION C-C
*• y Z 34• NE.Y�TB'ACK�tT�.,^, �71�'FXFM••6 •;1.7 PREPARATION OF JAMBSBYBTHERS.f-� i`i^" _ PART NO.: N/AA
��IMWS • w • • w• SIGN OARS +46.0CIO52a S.F.
A i9'. STATEOF �/� MTRACK
Unless Slwee 01I.W.ee ! 8585 Dukegp WINDLOAD RATING
• TB'511—TIO0W8 DP46
TOLERANCES eeRt� C',` 0 • •G• 0 o 1.031 Pm4 X1s Ca¢T•7 Tet No.s13-5/8-LAG SCREW SPACED AT THE SAME 00= 1.015 DESCRIPTION: 2'EPS INS. 16'DOORS (SEE TABLE FOR MODELS)
E TRACK BOLTS(I.E. 3-1/2-. 10•.22",34". .000= *.MIDST
• • • • 66'•ETC.)• ADDITIONAL LAG SCREWS LOCATED AT 16",28,& 0000 as 3.001 DRAWN BY: SHDATE: 10/12/1 SCALE: NTSDWG.DESIGN ENGINEER: 3-1/2' • • •• 6�FROM BOTTOM. TMtQ LAC SCREWS Also LOCATED ABOVE Degrees= ti/T CHECKED BY: SH DATE: 10/26/12 SHEET 3 OF 3 SIZE
SCOTT HAMILTON, P.E. e • 6ERTCAL/HORIZONTAL TRACK JUNCTION. unless Meted ouwwke
FLORIDA
LICENSE No. 63 10!2�AmRE a9CHEM.DWG. NO.: 104736 VER:MO
4 3 2
••• • s • • ••• • •
••• • •
0 ••• • •
. r
Florida Building Code Garage Door Windload Design Pressures Report #DPR-1 511 03-A-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, SEI/ASCE 7-10), Section 1620 for"components and cladding"
(Exposure C), 175 mph ultimate wind speed for Dade County.
Address: Medina
10531 NE 3rd Ave
Miami Shores, FL 33138, Dade County
Garage Opening Size:160"x 7' 0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 760"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 0"
Positive Design Load:+33.8 PSF Negative Design Load: -38.1 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 4300/HDG/4301/HDGF/4310/HDGLW8T, 167"x 7'0",Approval#15-0225.15,Dwg#104736,Windload Capacity:+46/-52 PSF.
The design loads shown above area are based upon the measurements listed above for"enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 5th Fid Florida Biftng•Code.....•
(2014)for windbome debris in high velocity hurricane zones. '..` ; . 0 0`
.0000.
0000.. 0000..
The related calculations do not address the jambs or structural adequacy of the supporting hembers. The buildigg
official is the final determiner of the suitability of the garage door connections for the partioi l building.or.home'AfMe:
designated location. The"structural interface"of the designated door is the existing doorjanvlb The limictural •••••
capacity of the existing, designated door jamb and associated building frame must be caf Vl`rMd adegl,lattby a 0.00•
certified registered professional engineer in the state of Florida. The mounting hardware 8e$tgnated WIlle subjdc'*;`
door, and details for installation are provided on the certified, approved drawing, as listedabole.
0000..
. . 0000..
HA/►q/4Tp'�
.��� 5• �,�G E N SF•.•�ji'�i
No 63286
*
ott H i tto E. i�'. S TATE O F 4U
E. License No. 63286 �����k\ A,, O P,:N �
8585 Duke
Blvd.
Mason, OH 45040 ,�� S�P.,
r►nn>f►�
(513) 770-4800
11/3/2015