WS-14-1171 (2)Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-216597
Scheduled Inspection Date: July 31, 2014
Inspector: Naranjo, Ismael
Owner: MIAMI PROPERTY SOLUTIONS LLC,
AMARA' TC
00^0cov f11 1I1rIAAIC 1 1 f%
Job Address: 122 NW 110 Street
Miami Shores, FL 331684321
Project: <NONE>
Contractor: COLBERT INC
Builaing Department comments
REPLACE SINGLE GARAGE DOOR
Permit Number: WS -6-14-1171
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (786)344-6463
Parcel Number 1121360030100
INSPECTOR COMMENTS False
Phone: (786)344-6463
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-216073. CREATED AS
REINSPECTION FOR INSP-213662. No access, no one home
07-25-14
Failed ❑ No access, no one home, also note that a permit is required to replace the
damage sidewalk in front of the property.
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
July 30, 2014 For Inspections please call: (305)762-4949 Page 18 of 26
Miami Shores Village
Building Department L
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: j LZ 01 0• l 107N
N
JUN 0 5 2014
FBC 2016
Permit No.
Master Permit NoW_ S I 2'1
ROOFING
city. Miami shores Casty: Miami Dade Tip:
FolioiTarcel#.
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): A -AA" � 811 `% �a' ll`c°5 �� Phone# JX' 9®) Y®Yr
Address: 19 0 A%- d!5• Il f S/
City:
TenantA,essee Name:
Email:
State: Zip: 35/ (0 /
CONTRACTOR: Company Name: daLl M SNC - Phone#: % i% 3 YY_-/, 5_1,3
Address: a� k qf Av- a, _%y P1#T_t'=
City:
Qualifier Name: 1 f. �a � ZZ �" Phone#: IA., 3&4 JVa
State Certification or Registration *.C, CC l S" i Z c% , Certificate of
Competency #:
Contact Phone#: _ 7�0 3 �/� - 6 YG Email Address:
DESIGNER: Architect(Engineer. Phone#:
Value of Work for this Permit: $ -7 at) • e- 49 SquardLinear Footage of Work:
Type of Work: ❑Addition OAlteration ONew Wlfi rlReplace ❑Demolition
Description of Work: f� 1-e 6 �i D clean o41
Color thou tile:
Submittal Fee $ ' tel`/ Permit Fee $ 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
Tip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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
EViPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITS 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 pr �.- en -f be charged
Signa:e Signature
or Agent tractor
The foregoing instrument was acknowledged before me this _JL The foregoing ' t was acknowledged before me this .3
day of., 20 Jam, by li 'GIF.'Y�— day of �% 20 %�, by 916 g &�A t
who_a11v rn.om., ro me or who has produced who is finally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
Structural Review Clerk
(Revised 3/12i2012)(Reviwd 07/1INo7)(ReWi 06110/ ")Amised 3/15/09)
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project
prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate
officers or members of a limited liability company (LLC) in the construction industry may
elect to be exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case
of an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members
are allowed to be exempt. Construction exemptions are valid for a period of two years or until
a voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village
does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be
personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your
insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
er
State of Florida )
County of Miami -Dade
Sworn to aPd subscribe
day of itit rr Z.
By
(SEAL)
Tvge of Identification
gyre me Ois
, 20 /.
;- Maxine Y Comer.
My rommission EE 839239
Contractor
County of Miami -Dade )
Sworn tocrib
a su s
day of ,
0
of Identification
before meA4 _ / 7
Notary public State of Flora
Commission EE 839239
ires 09/30/2016
'4� CERTIFICATE OF LIABILITY INSURANCE
5/19//22014rn
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. It the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the term and conditions of the policy, certain poles may require an endorsement A statement on this certificate does not confer rights to the
certificate holder In Ihlu of such endorsema s).
PFODUM
The Contractors Choice Agency
PO Boa 13645
Chandler AZ 85248
=ACT Jon Rock
PHONE (800) 918-3584 F (877) 684-9951
Jon@ngiasuranc�oniiae.cae
INUMMMAIFFORIMINGCOVERAGE NAIC S
INSURERA-Yreferred Contractors Insurance 12497
INSURED
Colbert Inc.
3645 NW 57th Place
Vi a Gardens FL 33166
INIRn m B:
INSURERC•
D,
INSURERE:
INSURER F.
COVERAGES CERTIFICATE NAM ER -=251616553
REVISION NUMBER2
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.
LTR
TYPEOFIIIRANCE
EFF
POLICY
L191IiS
A
GENERAL LABILITY
R COMMERCIAL GENERAL LIABILITY
CLAIMS-VADE ® OCCUR
C5o26-BCh521719
/15/2014
/15/2015
EACH OCCURRENCE $ 1,000,000
PREM $ 50,000
MEQ EXP (Aar one per„) $ 5,000
PERSONAL s ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 1,000,000
GEWL AGGREGATE LNIT APPLIES PER:
X POLICY � JECT LOC
PRODUCTS - COMPIOP AGG $ 1,000,000
$
AUTE uABILmr
ANY AUTO
ALL OWNED
AUTOS ALIT
MED
HIRED AUTOS AUTOS
COUB94ED MAE LIMIT
BODILY INJURY (Per pmson) $
BODILY INJURY (PerawIddeM $
� O� $
UA8 _[dOCCUR
EXCESS LIAR
CI A MS -MADE
EACH OCCURRENCE $
AGGREGATE $
WORIUMCOMPENSATM
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OFRCERNABMER(�, d •wy In amq
DESCPoPTION OF OPERATIONS 0a.
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E.L. EACH ACCIDENT $
E.L. DISEASE - EA EM $
E.L. DISEASE - POLICY LIMIT $
1
L
MMCVMnMCWOMMMMIUMMMIVEH=M OUtm 6 ACORD 101, AddMonid Reaaarlw Sefiedule, B mmspacetsmqubeM
CGC1512466
(305)756-8972 felicianoj@m1am:ishoresvill
Miami. Shores Village
10050 ME 2nd Avenue
Miami Shores, FL 33138
ACORD 25 (2010105)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE VALL BE DELIVERED IN
ACCORDANCE WRTH THE POLICY PROVISIONS.
Vol III„l.:rc44- -: A
Rock/JON A�a/4 `
IN3025rgmrmi m Tina AP.f1Rr1 nanm ami Innn seas ennT@taeaeur ,task$ of ArYWn
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_=: _®®_ www.skyrockeng.com
- r
CITY
JUL 0 0 2014
STRUCTURAL CALCULATIONSCOPY
FOR
GARAGE DOOR REPLACEMENT
AT
122 NW 110th. STREET
MIAMI SHORES, FL. 33161
f,
PREPARED BY:
AIMEE RODRIGUEZ, PE.
LICENSE No. 69701
CA No. 29652
7,
Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com
rA
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MCA Enterprises, Inc. Copyright 2014 t,,wo.,.mecaenterrrises. com
Date 7/7/2014
Project No.
Company Name
Designed By
Address
Description
City
Customer Name :
State
Proj Location :
File Location: C:\WORK\MY PROJECTS\2014\122
NW 110 St\calc\wind.wnd
Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V) =
175.00
mph
21.19
psf
pl:
Structural Category =
II
12.95
Exposure Category =
C
Windward wall pressure acting uniformly outward =
Natural Frequency -
N/A
psf
Flexible Structure =
No
p0-pl =
Importance Factor =
1.00
Kd Directional Factor =
1.00
Damping Ratio (beta) =
0.01
Alpha =
9.50
Zg =
900.00
ft
At =
0.11
Bt =
1.00
Am =
0.15
Bm =
0.65
Cc =
0.20
1 =
500.00
ft
Epsilon =
0.20
Zmin =
15.00
ft
Slope of Roof =
3 : 12
Slope of Roof(Theta) =
14.00
Deg
Ht: Mean Roof Ht =
15.00
ft
Type of Roof =
Hipped
RHt: Ridge Ht =
15.00
ft
Eht: Eave Height =
15.00
ft
OH: Roof Overhang at Eave=
2.00
ft
Roof Area =
158.00
ft^
2
Bldg Length Along Ridge =
15.50
ft
Bldg Width Across Ridge=
12.00
ft
Gust Factor Category I Rigid Structures - Simplified Method
Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc*(33/Zm)^0.167 - 0.23
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Topographic Adjustment
0.33*z = 4.95
Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph
Net Wind Pressures on Walls (Table 27.6-1)
Wall Pressures do not include effect of internal pressure
MWFRS-Wall Pressures for Wind Normal to 12 ft wall
L/B - 1.29
ph: Net Pressure at top of wall (windward + leeward) - 37.23 psf
p0: Net Pressure at bottom of wall (windward + leeward) - 37.23 psf
ps:
Side wall pressure acting uniformly outward = .57
* ph =
21.19
psf
pl:
Leeward wall pressure acting uniformly outward =
.35 * ph=
12.95
psf
pwh:
Windward wall pressure acting uniformly outward =
ph-pl =
24.28
psf
pw0:
Windward wall pressure acting uniformly outward =
p0-pl =
24.28
psf
9
MFRS -Wall Pressures for Wind Normal to 15.5 ft wall
L/B
ph: Net Pressure at top of wall (windward + leeward) -
p0: Net Pressure at bottom of wall (windward + leeward) _
ps: Side wall pressure acting uniformly outward = .54 * ph =
pl: Leeward wall pressure acting uniformly outward = .38 * ph=
pwh: Windward wall pressure acting uniformly outward = ph-pl =
pw0: Windward wall pressure acting uniformly outward = p0-pl =
See ft 27.&2 f"
PanWt VYInd
Roof PrOmM
See Table 27.6-2
Mean mof he.
0.77
38.70 psf
38.70 psf
20.90 psf
14.71 psf
23.99 psf
23.99 psf
Net Wind Pressures on Roof (Table 27.6-2):
Exposure Adjustment Factor = 1.000
Zone
Load Casel
Load Case2
----
psf
----------
Psf
----------
1
-35.37
5.12
2
-24.35
-7.17
3
-36.05
.00
4
-32.18
.00
5
-26.37
.00
Note: A value of 10' indicates that the zone/load case is not applicable.
Hipped Roof
Roof Overhang Loads (Figur® 27.6-3):
Load Case 1:
Povh1: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
Load Case 2•
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
Roof 0* . _ _ tbl
Zo 1 of I as applicabk-
Pf
-26.53 psf
-27.03 psf
3.84 psf
.00 psf
MECANInd Version 2.1.0.6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 ww,,.mecaente-,prises.coin
Date : 7/7/2014 Project No.
Company Name : Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\WORK\NY PROJECTS\2014\122 NW 110 St\calc\wind.wnd
El
Elip Roof 7 < 0 <- 27
Wind Pressure
on Components and
Cladding
(Ch 30
Part 1)
All pressures shown
are based upon ASD Design,
with
a Load Factor of .6
Width
of Pressure
Coefficient Zone "a"
= 3 ft
Description Width Span
Area Zone
Max
Min
Max P
Min P
--------------------------------------------------------------------------
ft ft
ft^2
GCp
GCp
psf
psf
GARAGE DOOR
7.00 9.00
63.0 4
0.86
-0.96
41.48
-45.48
GARAGE DOOR
7.00 9.00
63.0 5
0.86
-1.12
41.48
-51.82
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 39.93 psf
EXISTING
DOOR TO
REMAIN
EXISTING \
TIE COLUMN
GC. VERIFY
WINDOW/DOOR
WIND PRESS.
+42.0 PSF (*)
-52.0 PSF (*)
REMOVE AND REPLACE
EXISTING GARAGE DOOR FOR
A NEW 1081A 84" STEEL PAN SECTIONAL
GC. VERIFY ON FIELD GARAGE DOOR BY
1# 51N GROUTED CELL CLOPAY BUILDING
AT EACH SIDE OF PRODUCTS COMPANY.
--\ EXIST. OPENING NOA No. 12-0105.01
12'-U'
FLOOR PLAN
N.T.S.
CAIS f ING
WINDOW
TO REMAIN
LOi
O I I EXISTINGTIE COLUMN
GC.VERIFY
GC. VERIFY ON FIELD
1# 51N GROUTED CELL
AT EACH SIDE OF EXIST. OPENING
I
LEGEND:
(�} ALL PRESSURES SHOWN ARE BASED UPON ASD DESIGN,
WITH A LOAD FACTOR OF 0.6
EXISTING j
WIINDOW
TO REMAIN
�
GARAGE i
EXISTING \
TIE COLUMN
GC. VERIFY
WINDOW/DOOR
WIND PRESS.
+42.0 PSF (*)
-52.0 PSF (*)
REMOVE AND REPLACE
EXISTING GARAGE DOOR FOR
A NEW 1081A 84" STEEL PAN SECTIONAL
GC. VERIFY ON FIELD GARAGE DOOR BY
1# 51N GROUTED CELL CLOPAY BUILDING
AT EACH SIDE OF PRODUCTS COMPANY.
--\ EXIST. OPENING NOA No. 12-0105.01
12'-U'
FLOOR PLAN
N.T.S.
CAIS f ING
WINDOW
TO REMAIN
LOi
O I I EXISTINGTIE COLUMN
GC.VERIFY
GC. VERIFY ON FIELD
1# 51N GROUTED CELL
AT EACH SIDE OF EXIST. OPENING
I
LEGEND:
(�} ALL PRESSURES SHOWN ARE BASED UPON ASD DESIGN,
WITH A LOAD FACTOR OF 0.6
MIAMI-DADE COUNTY
o
PRODUCT CONTROL 99MON
DEPARTMENT OF PERMITTEKG, ENVIRONMENT. AND RI;GUTATORV 11805 SRS 26 Sftc% Room 208
AFFAIRS (PENA) Miami, Florida 33175-2474
BOARD AND CODE ADMINM T`RATION DIVISION T (786) 315-2590 F (796) 315-2594
NOTICE OF ACCEPTANCE (KOA) www.mlamldadtA3ftW
Clopay BuUftg Prmlatds Company
8585 D m Boulevard
Masan, OH 43040
SCOPE: This NOA is being issued under the applicable rules and regulstiore governing the use of construction
materials. The documentation submitted Its 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 "ad below. The Mei-Dade County Product Control Section (In
Miami Dade County) and0t►r the AIU tiro mm adw &= Miami Dade County) reserve the right to have this product or
material tested for quality assurance per. 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 mvolor., modify, or suspend the use of
such product or material within their jprlsdictim P13RA reservies the right to revokelbls acceptance, if it is determined
by Miami -Dade County Product Control Section did this product or material Wis to meet the requirements of the
applicable building code.
This product is approved as described harem, and has been dead to cmmply with the Florida Building Code,
including due High Velocity Hurricane imine.
DESCRIPTION: Steel Pan Sectional Garage Door up to 9'-0" Wide with Impact Litcs
APPROVAL DOCUMENT: Drawing No. IGM7, titled "Side Car WS Pan Door with Ind Resistant Limes",
dated 10i23i2006, with last revision dater 1211512DI 1, sheet 1 of 1, prepared by Clopay Building Products Company,
signed and sealed by Scott Haub^ P.E., beating the Miami Dade County Product Control renewal stamp with the
Notice of Acceptance number and exon date by the Miami -Dade County Product Control Section.
MHSMA IMPACT RATING: Iwrge and Sma® Awe Impact Rmistant
LABELING: A parmameo bW W& ft numubwaWs turas or logo, nunufacturing address, model number, the
positive and negative design pressure rating, indices impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade
County Product Control Approved' is to be located an the dm's side triode, 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 tate applicable building code negatively affectingthe pefformance of this product.
TERMINATION of this NOA will oar afiuu the expiration tate or if theme has been a revision or change in the
materials, use, and/or manufachne of the product or process. Misuse of this MA as an endorsement of any product, for
sales, advertising or any other purposes stall scally terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
LBUTATION: This gproval requires the aamillictuver to test all coils used to fabricate door panels under this
Notice of Acceptance. A minimum: of 2 specimens shall be cut from each cod and tensile tested according to ASTM E-8
by a Miami Dade County approved laboratory selected and paid by the mamrfaatmer. Every 3 months, four times a year,
the manufacturer shall mail to this office: a copy of the teat reports with confirmation that the specimen were selected
from coils at the maraffactorer produc d nu des and a notarized statement from the mam>factuurer that only coils with
yield strength of 30,600 psi or more shall be used to make door panels under this NOA.
AD : The NOA number primed by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advising 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 mRxgd.w at tine job site at the reqs of the Building Official.
This NOA renews NOA # 07-112W* and consists ofthis page 1 and evidence page E-1, as well as approval document
mentioned above.
The submittal documentation was reviewed by Carlos AL Utrera, P.E.
NOA No 12-0105.01
Expiration Date; February 21, 2017
Approval Date: March 1, 2012
Page 1
A. DRAWINGS
1. Drawing No. 103547, tided "Single Car WS Pan Door with Impact Resistant Lines", dated
lof2312006, with last revision dated 1 2/1 5120 1 1, shed 1 of 1, prepared by Clopay Building
Products Company, signed and sealed by Sett Hamilton, P.E.
B. TESTS "Sub;n&W u rNOA # M-1107.02"
1. 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 Loading per FBC, TAS 203
Wow with marked -up drawings and illation diagram of Clopay 9'x 8' 24 ga. Steel Door,
Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01-07,
dated 1110512007, silted wkd surfed by David W. Job =% P.T.
"Subm&ted mtdaNOA # 06-110102"
2. Test report on Accelerated d Weafl=ft Using Xenon Are Light Apparatus, per ASTM G 155,
Test Report No 1M -)6-A00% premed by Hurricane Pagmearing and Testing, Inc,
dated 11108f1006, signet and sealed by Rafael K Droz-Sade, P.E.
3. Tensile Test on GE Levan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No.
Il -*-T566 and SET!4%-T634, prepared by Hwitcae Engineering and Testing, Inc.,
dated 07/14fM and 11/tW006, signed and scaled by Rafael R Droz-Sada, P.E.
4. Test report on Self -Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 63 5) and
Smoke pity (ASW D 2843 Test Report No. ETC -@6 1824-174411.0, dated 05/26/2006,
signed and sled by Joseph L. Doldan, P.E.
C. CAIXIULMONS "Subusi*d under NOA # 06-1107.02"
1. Anchoring calculations prepared by Clopay Building Products Company, dated l 012412006,
signed and scaled by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Eamonment, and Regulatory Affairs (PERA)
E. MATERIAL CYRMCATIONS
1. Tensile tests on Painted Ems Steel, per ASTM E 8, Tea Reports No. HET14K.T596,
T597 and T598, dated 08/2412006, signet by Rafael E. Droz %da, P.E.
2. Salt Spray RVosure Tea Report No. 3010-"-63M, pied by Stork Twin City
Testing Corporation, dated OU26/2005, signed by John D. Lee, P.E.
F. STATEMENTS
1. Statement letter of code conformance with 2007 and 2010 FBC, issued by Clopay Building
Products Company, dated 02117/2012, signed and sealed.by Scott Hamilton, P.E.
2. Statement letter of no financial interest muead by Clopay Building Products Company, dated
01/04/2012, signed and sealed by Smit Hamilton, P.E.
�y�312v12
Carlos K Utrera, P.E.
Product Control Examiner
NOA No 12-0105.01
>xpiration Date: February 21, 2017
Approval Date: March 1, 2012
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