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WS-12-1604Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 179225
Scheduled Inspection Date: October 02, 2012
Inspector: Bruhn, Norman
Owner: LEE, EDWARD
Job Address: 137 NE 108 Street
Miami Shores, FL 33161-
Permit Number: WS -8 -12 -1604
Project: <NONE>
Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1121360090200
Phone: 305 -885 -8088
Building Department Comments
REPLACE GARAGE DOOR
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 177812. No access. NB
October 01, 2012
For Inspections please call: (305)762 -4949
Page 18 of 20
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FB�C-20
Permit No. �'4 J l i )--- 1(0 04—
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING
JOB ADDRESS: 1 ' V e- /0 S S—TgLeE
ROOFING
City: Miami Shores County:
Folio/Parcel #: 1 / 7i/ 3 - Q !J 9- e exao
Is the Building Historically Designated: Yes
Miami Dade
Zip: 33 Ito
NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): EP1tif7 eLD Ler Phone#: 3 0 ` 1-i6'7 -97 /
Address: ,); ,'? NL lt)b S7 j_
City: ,//l /�4 5%fCS State: Ft' Zip: 5316/
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: tC AIW'( /efew +d s bc.9C Phone #: 3�5 SgS -80 g-8
Address: .'37 /v E �T
City: /% /4f-1 / 5h€/'P s State: /f zip: 33/k/
Qualifier Name: fa /S 7---a1'Ye - Phone #:
State Certification or Registration #: Certificate of Competency #: ® ®�� !° g
Contact Phone #: 75 4 C6— /3 3 Email Address: S4/c4/ A,'r/e0401' cv /S - 60, /
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ / .Se' ° Square/Linear Footage of Work:
Type of Work: °Addition °Alteration °New epair/Replace °Demolition
Description of Work: PIAC'e 0-.4 boo
Color thru tile:
***************************************F es********************************************
0
Submittal Fee $ Permit Fee $ /� 2 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ (''LO
Bonding Company's Name (if applicable)
Bonding Company's Address
City State ; " Zip
Mortgage Lender's Name (if applicable) ,�� I Dl , , `' / c `-
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 CONDI'T'IONERS, 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 properly 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 occu : even (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will of a approved a d aareinspection fee will be charged.
Signature Sign
The foregoing ins
day of
who is perso
Owner or Agent
- warms acknowledged before me this
20 /l/,by
ly known to me or who has produced
a�
ntractor
The foregoim instrume t was -acknowledged before me this
day of XV U �,! 20 id —by
who is person Py known to me or who has produced
As identification and who did take an oath. as identification and
NOTA ' Y PUBLIC:
JEANETTE RODRIGUEZ
MY COMMISSION 4 EE 041601
EXPIRES: November 14, 2014
Bonded Thru Notary Public Underwriters
My Commission Expires:
NOT
Si
Y
PUBLIC:
i�
e,
r,I•
i i r�. y y, J �A SRODRIGUEZ
i MyCOykION4EE0416C
;
EXPIRV3:i•:ove mbct 1n
L:; qV Bonded Thn, Nth
flj
My Commission Expires: )/ l I
* * * *o * * * **o * * * * * * * * * * * ** *********,********************* o************** o****** * * *** * * * * * *o * * * * * * * ** * * * * * * * * **
APPROVED BY "r� Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
NO 231 -
`I' -DADE 1OUN T Y TAX':- .COU..FCTOR:
1 .." f1 1 "St^ t
Ward , nor-tea-
Ass keep your receipt. for
e reference.
OWNS:::
fyln
UrtUIN caul'
-aak -you and have a:ntce --.day.
► t 62 WI fiat'# OQ -t 44-=
WRNS r .: RY
:tom
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- -- :
oceeB- OWANY a hER :
uwwt -
swim - BYLAW. mists
OT' 7POERTI ROSTEOW OF'
DO NOT FOf WARD
ALL 'AMERICAN DOORS IKC
LUIS TORRENS: PRES
8155. N 9S;` S
MEDLEY FL 3.316.6
MIAMI -DACE COUNTY TAX COLLECTOR
>=aInr- Fi-ortQS _33I3Q`
SEE OTHER SIDE
SEE OTf I IDF °'
THIS IS NOT BIL
F!;t$Se k t` r .�,4 , c=rst fir.,
! wGt lV'4. 7 7.R
-vim anif- ave &nice: -day-.
Y3CJ2QtI.-S3Oa1229- /OGG1LEY - CQIa- Qom... .
ices 3a SZ c - ..
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MUNICIPAL CONT ACTOF
TAX RECEIPT
MIAMI-k ADE MUM. ESTATE CL EM
PURSUANT -T COLA =COD SEC.::
. EXPIREVEEPT 33 2Q1Z.
THIS IS.NOT A BILL = per MOT P t`f
RECEIPT NO. 3Q I&76OE9 CC..NQ OUOQIg22a
BUsIN€S RtAIMEtt80A-TION'
ALL. AMERICAN-- DOORS _INC. .
8155-:N4� 93- v
O4�MER At L MER1CA Dooi s INC
FIRST -CLASS
U.S.POSTAGE
PAID FL
.PERMIT'NO. 231
M_COOWY.:"..TAXITCOLLECTOR
f ISSS TAX- SECTION:. :
: ragler St._ -..fst Floor
'i ECEfe G OLOEltrtiY_DO
BUS ES A5 A:COI TRACTOR
AS SPECIFIEII.- HEtEON:.::
L'CONTRACTOR TAX
' ttr .r 30137608 -4:
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8155 AU :93 .S•
•
r ft1YI3 ,CONTRACTOR
1 '
OF. OFFICIAL . R p-r FO.
.It INN. NUNI IPAk DES
;APT IS ISSte .A EVIDENCE cF
'OR: , OU LOCAL RISINESS TAX
' .ifu. n ;ears• tvtts. ? atn
Ar r'iA r r rOnl' r -t r C 7es isr L
•
-OIASS -
Mx FL -
PAI' IV4Y 23I -----
1 -DADE COUNfl !A?i .COLLECTOR_
ist, Fi.,7i i.daL..? s
ase keep your receipt for
ure' reference.
c you and have a- ni ce-•-day
i3:£ f222/OQi M EVEDDeo1
1. #.01102 VI tBT# 6 . -
187609 4- >.:_ _....
BUSINESS, NAME t9 i atijr+1,
----At L.—AMERICAN. -DOORS Inc
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-LjzfitiffifkirMW. i DI 'CONTRACT S'
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SQUIRED BY LAX THIS IS
ors- O
4E EtirPEET!.:1!!/34Fr
DO NOT FORWARD=
ALL AMERICAN. DOORS /NC
LUIS - TORRBIS °ERES -
8155 NW 93'8 _.
MEDLEY FL 3316.6
9o- rrtr-55 ti=_ --
SEE OTHER SIDE
MIAMI -DAVE COUNTY fAX COLLECTOR
wraini; tortea 33T -
F fT a keep. T. a pt
future 'reference.. -
._
- -_ -SE1_ QTH sioe -_— •
la76D:
:4T: 1J ;Eel
120/2011-1200/2.29/0- Q-1.fLEV - 'aaIQ- oc0,i...;
;r. in-. L r 30 - � .
GO
MIAMI -DADE COUNTY :. 2011 MUNICIPAL.CORITRACTO
• TAX COLLECTOR TAX RECEIPT •
IMAML —DADS COUN1T ATE QE EC..ORITh
istIFEOCIFE PURSUAAIT"E'f7 ®FII I` CODE-SEC , •
_ESEPIFIES=SEP'I'.' 26x 2012:=:,--71
THIS IS > NOT A SILL =MINOt RAY :
RECEIPT NO. 30' 1 876 0 :94."' CC . NIA " O Df.D.0i8.22. - —
SUSiNES IiRIVIE:=F L E TfOIV _a1=MPT-1-1 E€ °fi Y_ X
ALL AMERLCA@!_DOORS INC. AS 'IAS x.:E °IVY --
g44NER Aft , L,F CAN- D ORS INC .
_ AS,SPEOI1=1E11 kl€HEQN.
E V TA7 LECTOR
SINEW' -TA)c SECTION:
Tagler. St 1St Fraor
_
Ltt1S7TE $
8155 _N1 •9.3: ST
LYE
AL CONTRACTOR TAX
# 130001- -8220
E
f {way flees:.
OUI•-.LDIND CONTRACTOR -
'OF:OFFICIAL RECEIPT FOR
1 :I'P .111GPALITIES .
IPT. t" ISSUED-AS EVIDENCE OF
'OR-YOUR LOCAL BUS SS -TAX
1,1111. i1Ek C„LY 1. J _-
,rte —t's,L
mod' w.� [�r..+.Yt1: •�- -.
QUALIFYING. TRADE(S)
0022 GARAGE & INDUS GARAGE & INDua DOOR
ALLAM -1
OP ID: DK
'4 REY CERTIFICATE OF LIABILITY INSURANCE
°A� o7/�` 22t�z 0/12
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 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 HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER Customers Rule Ins. Agency 954759 7171
1830 S.E. 4th Avenue 954759 7170
Ft. Lauderdale, FL 33316
Lynn Remon
mum C°cT
(Aco.NN . Eat): i rim. No):
E-MAIL
ADDRESS:
INSURER(S) AFFORDING COVERAGE
NAIC #
INSURER A: *First Mercury Insurance Co.
10657
INSURED All American Doors, Inc.
Luis Torrens
8155 NW 93rd St
Miami, FL 33166
INSURER B:
07/16/13
INSURER C:
$ 1,000,000
INSURERD:
100 000
$ s
INSURER E:
CLAIMS -MADE
INSURER F : - - -
-
COVERAGES
CERTIFICATE NUMBER:
REVISIO
THIS IS TO CERTIFY THAT THE POUCIES 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
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR
LTR
LTR
OF INSURANCE �1DDL �SUBR
IINSR IWVD
- POUCY NUMBER
POLICY EFF
(MMIDD/YYYY)
POLICY EXP
(MMIDDfYYYY)
- UMRS
A
GENERAL
X
LIABILITY
COMMERCIAL GENERAL LIABIUTY
-
GA-CGL -0000014292 -01
07/16/12
07/16/13
EACH OCCURRENCE
$ 1,000,000
DAMAGE TO RENTED
PREMISES (Ea occurrence)
100 000
$ s
CLAIMS -MADE
X
OCCUR
MED EXP (Any one person) -
$ - - EXCLUDED
X
X
$5,000 Ded
PERSONAL 8 ADV INJURY
$ 1,000,000
Contractual Ilab.
GENERAL AGGREGATE
$ 2,000,000
GEN1 AGGREGATE
7 POUCY X.
LIMIT APPLIES PER:
JFC°r LOC
PRODUCTS - COMP/OP AGG
$ 1,000,000
Emp Ben.
$ NIL
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED
AUTOS
HIRED AUTOS
SCHEDULED
AUTOS
NON-OWNED
AUTOS
COMBINED SINGLEUMIT
Ed)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
n�
$
PROPERTY DAMAGE
(Per accident)
$
$
UMBRELLA UAB
EXCESS LAB
_
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
$
AGGREGATE
$
DED RETENTION $
$
WORKERS COMPENSATION
AND EMPLOYERS LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
YIN
-
N I A
-
WC STATU-
TORY LIMITS
OTH-
ER
- EL EACH ACCIDENT
$
EL DISEASE - EA EMPLOYEE
_
$
E.L DISEASE - POLICY UMIT
$
DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
Door window or assembled millwork - Installation. Door and garage door
installations.
CERTIFICATE HOLDER
MIAMI S
Miami Shores Village
10050 NE 2nd Ave
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN
ACCORDANCEWITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2010/05)
©1988 -2010 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
Ac ?I D® CERTIFICATE OF LIABILITY INSURANCE
L..,��
DATE(MMlDD/YYYY)
10/21/2011
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR- NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED -BYTHE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER -
Stonehenge Insurance Solutions., Inc..
P.O. Box 3442
Tequesta, FL 33469
CONE: CONTACT
PHONE FAX
(AIC No Ext): (A�. No):
E-MAIL
ADDRESS:
INSURER(S) AFFORDING COVERAGE
NAIC 4
INSURER A :Technology Insurance Company
UABILITY -
COMMERCIAL GENERAL LIABILITY
INSURED -
Progressive Employer Management Company, Inc.
Progressive Employer Management Company II, Inc.
6407 Parkland Dr.
Sarasota, FL 34243
-
INSURER B:
INSURER C
INSURER D:
$
INSURER E
$
INSURERF:
VERAGES
CERTIFICATE NUMBER•TA27Q5WC
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
CERTIFICATE 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.
INSR
TYPE OF INSURANCE
IN R
WVD
POLICY NUMBER
POLICY EFF
(MM/DD/YYY1f)
POLICY EXP
(MM/DDIYYYY)
- LIMITS
GENERAL
UABILITY -
COMMERCIAL GENERAL LIABILITY
- -
-
EACH OCCURRENCE
$
DAMAGE TO RENTED
PREMISES (Ea occurrence)
$
CLAIMS -MADE
OCCUR
MED EXP (Any one person)
$
PERSONAL & ADV INJURY
$
GENERAL AGGREGATE
$
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY n PET n LOC
PRODUCTS - COMP /OP AGG
$
$
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED
AUTOS
HIRED AUTOS
SCHEDULED
AUTOS
NON -OWNED
AUTOS
-
aBBIINED SINGLE LIMIT
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE -
(Per accident)
$
$
UMBRELLA (JAB
EXCESS LIAR
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
$
AGGREGATE
$
DED RETENTION $
$
A
WORKERS CNNSATI
ANEEPLOYERS' TY
ANY PROPRIETOR/PARTNER /EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes describe under
DESCRIPTION OF OPERATIONS below
YIN
N IA
TWC3298053
11/01/2011
11/01/2012
X OY MTS
ER
E.L. EACH ACCIDENT.
$ - 1,000,000
EL. DISEASE- EA EMPLOYEE
$ 1,000,000
EL. DISEASE - POLICY UNIT
$ 1,000,000
$
$
$
$
$
DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required)
Coverage is extended to (eased- employees, but not subcontractors of alternate employer ALL AMERICAN DOORS, INC.
CERTIFICATE HOLDER -
(_AMP_FI r ATlntu
City of Miami Shores
10050 NE 2nd Ave
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITHTHE POLICY PROVISIONS.`
AUTHORIZED REPRESENTATIVE ' - - -
'
° y ,,,,:y
ACORD 25 (2010105)
Page 1 of 1 © 1988-2010 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
. .
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SUBJECT TO COMPLIANCE WITH ALL FE L,
STATE AND COIINTI RULES AND RFr1 II r
•
Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120813 -B -01
Page 1 of 2
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 Miami -Dade County.
Address: Edward Lee
137 NE 108 St.
Miami Shores, FL 33161, Miami -Dade County
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 45' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 0"
Positive Design Load: +38.1 PSF (see page 2) Negative Design Load: -44.1 PSF (see page 2)
The following Clopay Building Products Company Doors meet the requirements for the stated Toads:
Clopay Model 84A/93/94W9, 8'0" x 7'0 ", Approval # 12- 0125.11, Dwg # 101706, Windload Capacity: +62/ -72 PSF.
Roof Slope: Not provided (use greater than 10 degrees)
The design Toads 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 2010 Florida Building Code for
windborne debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of supporting members. 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.
Sco' anvil gin, P.E
Flo "da P.E. icense No. 63286
858 i u e Blvd.
Mason, OH 45040
(513) 770 -4800
8/14/2012
.• o
•
•
No
111111111
HAM/
...... �TO2
•
•
63286
*
7.-o; :
:-33 . STATE OF �/�
1. ,
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• Florida Building Code Garage Door Windload Design Pressures
Page 2 of 2 - Retrofit Calculations for the Designated Door for Edward Lee
NOA and Site Specifics and Components
1. Miami -Dade County, coastal region, flat terrain, no escarpment.
2. Existing building, enclosed structure, Exposure C (FBC 1620).
3. Mean Roof Height = Less than 15'
4. Building plan and front elevation indicating the designated retrofit door opening:
Plan
Design per SEI /ASCE 7 -10
1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1).
2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1).
3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height
(Table 27.3 -1).
4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8).
5. Enclosure classification is "enclosed building" (Section 26.10).
6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1).
7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and
therefore garage doors. The first extemal pressure coefficient is for positive pressure and the other two coefficients for
negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the
wall region in the comer of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof
height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains
after subtracting Zone 5.
See Figure 30.4 -1.
For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(45'0 ") = 4.5 ft.
Since the garage door opening is located 2' 0" from the comer, this means that 2.5 ft. of the door is within Zone 5, and 5.5 ft.
of the door is within Zone 4.
The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For
components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less
than one -third the span length'). In other words: (Door Width)(Door Width /3) =
The area 'A' = 21.33 sq. ft.
+GCp = 1.1766 - 0.1766 * log(A) = 0.9419.
- GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 1.0419.
- GCp (zone 5) = - 1.7532 + 0.3532 * log(A) = - 1.2838.
8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib /ft2 (psf) per Section 30.3.2.
qz = (0. 00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF
9. Design pressure, p = qz *(GCp - GCpi).
Positive design pressure: p = (33.91) *(0.9419 + 0.18) = 38.05 PSF.
Negative design pressure for Zone 4: p = (33.91) *( - 1.0419 - 0.18) = -41.44 PSF. ,,vt��lli� t �►sorr��
Negative design pressure for Zone 5: p = (33.91) *( - 1.2838 - 0.18) = -49.64 PSF. ,ss� (-Ci HAI�j��7 ,��
0 0 ♦ G .• . SF•.•�i �i��
•
(- 41.44) *(69 %) + (-¢49.64) *(3 %f %) = -44 PSF. No 63286
•
Rounding u e neajle�t tentj4, tjbe final design loads are: +38.1 PSF and -44.1 PSF. = * :• :'�
:11 • STATE OF •:��/
•
j Egos
Report # DPR- 120813 -B -01
Elevation
Scott Hamilton,
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770-4 4800
8/14/2012
60'
45'
8'0'x7'0° OPENING
66'
Plan
Design per SEI /ASCE 7 -10
1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1).
2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1).
3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height
(Table 27.3 -1).
4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8).
5. Enclosure classification is "enclosed building" (Section 26.10).
6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1).
7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and
therefore garage doors. The first extemal pressure coefficient is for positive pressure and the other two coefficients for
negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the
wall region in the comer of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof
height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains
after subtracting Zone 5.
See Figure 30.4 -1.
For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(45'0 ") = 4.5 ft.
Since the garage door opening is located 2' 0" from the comer, this means that 2.5 ft. of the door is within Zone 5, and 5.5 ft.
of the door is within Zone 4.
The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For
components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less
than one -third the span length'). In other words: (Door Width)(Door Width /3) =
The area 'A' = 21.33 sq. ft.
+GCp = 1.1766 - 0.1766 * log(A) = 0.9419.
- GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 1.0419.
- GCp (zone 5) = - 1.7532 + 0.3532 * log(A) = - 1.2838.
8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib /ft2 (psf) per Section 30.3.2.
qz = (0. 00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF
9. Design pressure, p = qz *(GCp - GCpi).
Positive design pressure: p = (33.91) *(0.9419 + 0.18) = 38.05 PSF.
Negative design pressure for Zone 4: p = (33.91) *( - 1.0419 - 0.18) = -41.44 PSF. ,,vt��lli� t �►sorr��
Negative design pressure for Zone 5: p = (33.91) *( - 1.2838 - 0.18) = -49.64 PSF. ,ss� (-Ci HAI�j��7 ,��
0 0 ♦ G .• . SF•.•�i �i��
•
(- 41.44) *(69 %) + (-¢49.64) *(3 %f %) = -44 PSF. No 63286
•
Rounding u e neajle�t tentj4, tjbe final design loads are: +38.1 PSF and -44.1 PSF. = * :• :'�
:11 • STATE OF •:��/
•
j Egos
Report # DPR- 120813 -B -01
Elevation
Scott Hamilton,
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770-4 4800
8/14/2012
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175- 2474
BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 3152599
NOTICE OF ACCEPTANCE _CNOA) www.miamidade.aev/nera/
Clopay Building Products Company
8585 Duke Boulevard
Mason, 011 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 PERA -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 AF1I (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. PERA 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: Steel Sectional Garage Door up to 9'-O" Wide w/ Optional Impact Resistant
Liter
APPROVAL DOCUMENT: Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist.
Lites ", sheet 1 of 1, dated 11/1811996, with revision .8 dated 01/2012, 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 Miarni -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile. Impact: Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, insstallation instruction drawing
refcmuce number, approval number (NOA), the applicable test standards, and the statement reading `Miami-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 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 inhere 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. A
minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Mianii -Dade
County approved laboratory. Every 3 months,. the manufacturer shall mail to this office a copy of the tested reports.
Only coils with average yield strength of 27,000 psi or more shall be used to make door panels for Miami -Dade County
under this Notice of
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 revises NOA #08- 0724.04 and consists adds page 1 and evidence pages E -1 and E-2, as well as
approval document mentioned above.
Thd submitt + documentation was reviewed by Carlos M. Utrera, P.E.."
9'.
NOA No 12-0125.11
Expiration` Date: September 25,;2013
Approval Date: April 5, 2012
Page 1;
Clopay Building Products Comuanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Drawing No 101706, titled "Single -Car Steel Pan Garage Door with Opt Impact
Resist. rites", sheet 1. of 1, dated 11/18/1996, with revision 8 dated 01/2012, prepared
by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 084724.04'
1. 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 2411 32.1, TAS 202 -94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of Clopay 9'x 8', 24 ga.
steel garage door Model 94W9 with windows, prepared by American Test Lab, Inc.,
Test Report No. ATLNC 0610.01 -08, dated 07/1.6 /2008, signed and sealed by David
W. Johnson, P.E.
2. Test report on Salt. Spray per ASTM B117 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.
C. CALCULATIONS "Submitted : under NOA # 08- 0724.04"
1. Jamb anchor calculations, complying with PBC -2004, prepared by Clopay Building
Products Company, dated 07/22/ 2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
01/1.7 fAtt
Ca =los M. Utrera, P.E.
Product Control Examiner
NOA No 12- 0125.11
Expiration Date: September 25, 2013
Approval Date: April 5,, 2012
Clonal Building Products Company,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 074807.14"
1. Test report on. Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No HETI- 06 -A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E:
2. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Bum per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC
Laboratories, Test. Report No ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by
Joseph L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012,
signed and sealed by Scott Hamilton, P.E.
"Submitted under NOA # 08 -0724.04"
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 07/18/2008, signed jand sealed by Scott Hamilton, F.E.
210 tz
Carl ' ZN, Utrera, P.E..
Product Control Examiner,
NOA No 12- 0125.11
Expiration Date: September 25, 2013
Approval Date: April 5, 2012
E -2
CLOPAY MODELS. py4A 93 9 98• IDEALIv ELS. 4RSI 4F• HO_MCS mop LjS 4: 488 •
10 OA. 014.., ZEO END SILO num To DOOR PATENTED TOO-L-100 smug (f A TOP 2 60170. SNIDE, (4) ALONG WISNE EDGE OF le' eEOTIONs
& (0) ALONG OUTSIDE EDGE OF 21" SECTIONS AND SEPARATE 18.0A. OALV. INNEN DOUBLE END NILES ATTACHED. 0 TOP AND SODOM RAIL WITH PATENTED TOO-L-1.00 SYSTEM.
T�- TNT41460 IA16 ODLE BETWEEN EACH EM8089, LOCATION. ATTACHED W/ PATENTED
ONE
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9100018811. 981101E 91141007
(900411 1 STEEL SIGN ANC. MIEN
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AND 201(1 8180.
SNAP LATCH EN0Atid3
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DOOR9 UP TO 8'0" NON
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DOOR INSTALLER (TO SUIT)
COUNTERBALANCE SYSTEM
13 OA GALV. STEEL FLAG BRACKET:.
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8
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OPTIONAL STOP MOULDING BY 0008 INSTALLER (T0 SUIT)
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SSTILE. BETWEEN E1ACN 0190 (T)
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11428/8• MEET METAL METERS.
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FLORIDA
Clopay `Z
CLOPAY BUIL.�. pR�,
8888 , OH .81.00.
MASON, OH 48840
Bullding Products (613) 770 -
.E,
03280
DESIGN LOADS: +62.0 PS) & -72,0 PSF.
9....,,
9'0'0 x 48'0"44
el 9 COMPANY
-ate PAN OAKUM 00011
OPT. RUNT. L
101700 M0