WS-19-1251Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Issue Date: 06/13/2019
Parcel Number
32 NE 92ND ST, Miami Shores, FL 33138 1132060130050
Contacts
Permit NO.: WS-05-19-1251
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit Status: Approved
Expiration: 12/10/2019
CLAUDIA ALVAREZ Owner ADCO OVERHEAD GARAGE DOOR INC Contractor
32 NE 92 ST, MIAMI SHORES, FL 33138 HUMBERTO FERNANDEZ
Other: 3055882652 7577 NW 50 ST, MIAMI, FL 33166
Business: 3058858836
Inspection Requests:
Description: REPLACE GARAGE DOOR FOR NEW HURRICANE Valuation: $ 1,531.95 Inspec ion Re
MIAMI DADE CODE
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$127.35
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
05/31/2019 $50.00
Credit Card
06/13/2019 $77.35
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume 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.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating constgxtlt n and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent
Date
June 13, 2019 Page 2 of 2
tmrfxoo*. -wall
�PIa"' y pwmlts W O.d. Ca sh Pr.1.cb ay l..p.clbm � Appk.t'vn R.4uwb Lic..ws Pro/. Lk.—; a .g— R.M.I P.awti.. ' Obl.e.
Drq . cdwm heady and drop a hen m poop by dot I.— ld Save Layout
Panwit Numb Q Permit i V Work CI Q Status g Appii..t %71 FMinti 7 Final Oa �1 Deaoipti.n 71 Main Adams. Q Unit:
:W WS-8-16-2236 Wind-151 Door Replat Expired 8/9/2016 10128/20U REPLACE FRONT DOOR a 32 NE 92 ST
_--_....---......................................_.......... ...................... ........................................................................................ .................._........._..................................... ... ....... _................................ .......................................................................................................................
> BP2004-575 Imported P, cNONE> Closed 4/29/2004 4/1712008 REPLACE WOOD ON DECK EXPIRED 06114/05 NO 1 32 NE 92 ST
-4 BP2005.530 Imported P. <NONE> Clo d 4/13/2005 TILE RE ROOF 32 NE 92 ST
NEW POOL SPA AND PAVER DECK
BM-2-15-262 Pool./Whirll New Closed 2/5/2015 1/14/2026 32 NE 92 ST
May add a loddy ie
IWO
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
QBUILDING ❑ ELECTRIC ❑ ROOFING
MAY 1 2A19
b'�; t)
1FIBeC 20
Master Permit No.�
Sub Permit No
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
a� � r � JONTRACTOR DRAWINGS
JOB ADDRESS: l�
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#: 11 3P4CA 013 00-15b Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
i
OWNER: Name (Fee Simple Titleholder):
Address• 5 � ld
P � -
1 -/Z
City:
Miami Shores State: Florida Zip: �y
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836
Address: 7577 NW 50 ST
City: Miami State: FI Zip: 33166
Qualifier Name: Humberto Fernandez Phone#: 305-885-8836
State Certification or Registration #: Certificate of Competency It: 02-BS00795
DESIGNER: Architect/Engineer: Phone#:
Address: �I City: State: //Zip__:
value of Work for this Permit: $ �S3 `'�� Square/Linear Footage of Work: l_!i
Type of Work: ❑ Addition ❑ Alteration ❑ New L Repair/Replace ❑ Demolition
Description of work: Replace garage door for new hurricane Miami Dade Code
Specify color of color thru tile: l�
Submittal Fee $ S I Permit Fee $ 110 CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
i
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posfgd notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signatu
OWN r AGENT
The foregoing instrument was ac�knowledged before me this
d day /of lyfQ`20 � by
/Y A\fAI'f-%L f, who is personally known to
me or who has produced —r�p as
identification and who did take an oath.
NOTARY PUBLIC:
CONTRACTOR
The foregoing instrument was acknowledged before me this
ty'I day of ` �)A6, � 20 t 9 by
��V1rGLl"2_ who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
I
Sign:
Sign:
Print:
((
MAR1E 435
ION#GG017
Print:
_ *
Seal:
stPIRES: August 1, serrices
Seal:
°fir au��
''��
MARIE DE LA PAZ
�� �
sond,-Z,Sudga%otarf
*
*Me""de-
MY COMMISSION # GG 017435
1,E0 ��
5S , V
a„
EXPIRES: August1,2020
Bonded Thru Budget Notary Services
APPROVED BY
/ ! Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
Florida Building Code Garage Door Windload Design Pressures
Report # DPR-1 90521 -C-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: Claudia Alverez
32 NE 92 St,
Miami Shores, FL 33138, Miami Dade County
Garage Opening Size: 8' 0" x 7' 6"
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 40' 0"
Roof Slope: Not provided (use greater than 10 degrees)
Measurement of Nearest Garage Door Opening to Building Corner: 2' 1"
Positive Design Load: +38.1 PSF (see page 2) Negative Design Load: -43.5 PSF (see page 2)
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 4300/4301/4310/4400/4401/HDG/HDGL W8, 8'0" x TT, Approval #18-0716.01, Dwg # 101703, Windload Capacity: +48/-60 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 6th Ed Florida Building Code (2017)
for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load
combinations. No further load reduction factors are permitted.
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 iottAlwion are
provided on the certified, approved drawing, as listed above. . �.
...... .. . ......
%`����u��r,iiii
HAM/(��i,�
•.."..
N
No 28
.
•..••.
E 1U�
�L..,5-4
<V�
. . .
...••.
Scott Hamilton, P.
/114
"•
;00
•
.,Y � O `p?•'����
P.E. d ns
63286 ,ONA�t�`�`
8585 Duke BlvFlorida
Mason, OH 45040
(513) 770- 4800
5/21 /2019
Florida Building Code Garage Door Windload Design Pressures
Page 2 of 2 - Retrofit Calculations for the Designated Door for Claudia Alverez
Report # DPR-1 90521 -C-01
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 retrol
D
Plan
'it door opening:
Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN
1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1).
Elevation
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 external 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 corner 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)*(40'0") = 4 ft. Since the
garage door opening is located 2' 1" from the corner, this means that 1.92 ft. of the door is within Zone 5, and 6.08 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. • 000 0 • •
00
qz =(0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5112)= 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. • • • • • • •
Negative design pressure for Zones : p = (33.91)*(-1.2838 - 0.18) = -49.64 PSF. NU,�0��-**egos
/o •
Since 76 of the door is in Zone 4, and 24 /o of the door is in Zone 5, the weighted average i • �G .,.\ '�� 'S . ,p�.�f •
(-41.44)*(76%) + (-49.64)*(24%) = -43.41 PSF. •46 F i •
Rounding up to the nearest tenth, the final design loads are: +38.1 PSF a -43.5 P : * : : N • 2.86
Scott HamCon, P.EFlorida P.Ense 63286 r 0 STAiE•�OF •:��
8585 Duke Blvd. '",�.FS:c< O R t O P'C'>N
(513) 7 0-4800 Mason, OH 40 1#; '9/O N A �
5/21 /2019
L
^
?r
u
Cl �
9
z
'
0
i n
'S s
y a'
� O
C' •
vi N
N
iy
M
W
L
JLIP^
O C
oL.
V
17, 21
��
�o
u
z
Q �
S
cv n
z
O
�10'udickj .... . ...... ..
. . . .
NE
see go* 000
1-Story house, 12 Ft. max. main roof
lbi
sr
n
W
r
w F
L g
W
Q cc
Lt O
c�
L �
z
Lli
Cl) 8
■ ■
U
rc
y,�
rc
1
..... I LLi 0 2
O U
Y p C7 p
1
I— Z
r t� CL O
W
M'® MIAMI-DADE 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 ACCEPTANCE (NOA) www.miamidagE.gov/economy
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" Thick EPS Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional
Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67MGL,
4400/01, H Models", sheet 1 of 1, dated 11/19/.1996, with revision 9 dated 7/2018, 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 or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement 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 if there has been a gvisign or chat W" the .....0
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end8rsglhett of an.%pwtUct, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c"uplyavith an,,%secturn of ....:.
this NOA shall be cause for termination and removal of NOA. ...;.. .
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, JMdr1d0, and fpflowe: by the '
expiration date may be displayed in advertising literature. If any portion of the NOA is dis131rd3r d, then it'shall be doee*:".
in its entirety. • • • • • • • • • • • • •
.... %
.. . ......
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact4o.r.eC p< <s distributprs and • •
shall be available for inspection at the job site at the request of the Building Official. **so:*
This NOA renews and revises NOA # 17-0731.01 and consists of this page i and eiridence pagos E!r,•E-2
and E-3, as well as approval document mentioned above. .. •
The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • •
NOA No. 18-0716.01
Expiration Date: September 20, 2022
Approval Date: August 16, 2018
1�' Page l
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA #15-0225.06"
1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
Models", sheet 1 of 1, dated I I/19/1996, with revision 7 dated 2/2015, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 09-0929.10"
1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American Test Lab, Inc.,
Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and scaled by David W.
Johnson,P.E.
"Submitted under NOA # 07-0807.14"
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202,
2) Large Missile Impact Test, per FBC TAS 201,
3) Cyclic Wind Pressure Test, Loading per FBC TAS 203,
along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No.
ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E.
C. CALCULATIONS "Submitted under NOA # 07-0807.14"
1. Anchoring calculations, prepared by Clopay Building Products Company, dated 07/30/2007,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14"
1. Tensile Test per ASTM E8, Reports No. IIETI-06-T604/605/606, prepared by Hurricane
Engineering & Testing, Inc, dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E.
2. Corrosion Resistance Salt Spray Test per ASTM B 117, Report No. 30160-04-63365, prepared
by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E.
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959-500, prepared by
Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza.
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated
10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Int&teke Vesting
Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza.; . •. • •' •
F. STATEMENTS "Submitted under NOA #15-0225.06" ' •'''' '' ' •' •' • •
1. Statement letter of code conformance with the 2010 and the 5' edition TM N) FBC issued by : • • • •
Clopay Building Products Company, dated 02/18/2015, signed and set (by Scot�HnAlton,:
...... .
•
P.E. •
. .....
2. Statement letter of code conformance to 2010 FBC no financial intew4f,.isSued b; UbDty ......
Building Products Company, dated 07/06/2012, signed and sealed by &eitoHa 'ltonq P.E.
"Submitted under NOA # 12-0710.06" l • • • • • •
P .0.4.
Carlos N%Ztrpta, P.E.
Product Control Examiner
NOA No. 18-0716.01
Expiration Date: September 20, 2022
Approval Date: August 16, 2018
E - 1
Clopay Building Products Comaany
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA # 17-0731.01
A. DRAWINGS
1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E..
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 5' Edition (2014) and 6' Edition (2017) FBC issued
by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott
Hamilton, P.E.
2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith
Owen. • • • •
. . .... ..... .
.. ... .
. . .
...... .. . ..... .
......
..... .. .. .....
...... . . .....
.. .. . ..... .
.
...1
. . (,, •
..��...y
�a
.•. D/�' ......
.. • . .. . .
Carlos , trera, P.E.
Product Control Examiner
NOA No. 18-0716.01
Expiration Date: September 20, 2022
Approval Date: August 16, 2018
E - 2
Clopay Buildine Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New evidence submitted
A. DRAWINGS
1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
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, TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of 9'x 8', 27ga steel garage door
Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC
1023-01-17, dated 11/07/2017, signed and sealed by David W. Johnson, P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. 7890, dated 10/01/2014, signed by
Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company, dated 07/06/2018,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Test report on weathering per ASTM G155, tensile per ASTM D638, self -ignition per ASTM
D1929, smoke density per ASTM D2843 and rate of burning per ASTM D635 of Lexan
SLX2432T polycarbonate, prepared by Intertek, test report # G7844.01-106-18, dated
09/28/2017, signed and sealed by Gary T. Hartman, P.E.
2. Test report on self -Ignition per ASTM D 1929 of Atlas EPS foam, prepared by Int�%k, test
report # 102609488AIID-002, dated 06/13/2016, signed and sealed tY Rigk Curkbrj,.l .E. ......
3. Test report on flame spread and smoke developed per ASTM E84, WcPaj2!d by I;L.LT.C, test . •
report # R6705/4788441837, dated 06/06/2018, signed by James Smith.... •.. • : ... • : •
...... .
F. STATEMENTS • • • • •
1. Statement letter of code conformance with the 2010, 5'' edition (2014j vm 6t' edititm f2017) • • ; • • •
FBC issued by Clopay Building Products Company, dated 07/06/201!8»Sigped anr.Aed by .....
Scott Hamilton, P.E. • • • • • • • • • • •
2. Statement letter of no financial interest issued by Clopay Building P;oduot, an%dated • • •
07/06/2018, signed and sealed by Scott Hamilton, P.E. 0000
411
Carlos M!1'Jtmra, P.E.
Product Control Examiner
NOA No. 18-0716.01
Expiration Date: September 20, 2022
Approval Date: August 16, 2018
E-3
CLOPAY MODES 4300 4301 4310. 4400 4401, HDG. HDGL
CLOPAY MODELS H400. H401. 11300 H301 H310 SECTION B-B
HOLMES MODELS 66, 67, 68. 6200, 6201. 6203 E*K o•
2' . ]' . 0035- ARv CKVAAI2ED SrZ: BACKER PLATCS ATTACtm m 01'•• .D. tAA.T+AnRArE
DOOR SRn RM PATDM-O TOG-L-LOC SYSTY (RUT v5BLE TTIOY i ,4 BOO TAPE
m1 m[) :EmEM PIATES ARE LOGRMAD D AT THE 7w Borrow
MIC DIAL Of •xt / \ a
FKH R«IORSECTCM Ai EACH NMC( 1DG110N SAAx-w xgTM. mart rRAx
A ®v110xA� D1R - or MT«C!-MS_
as Im
- - H c M •' Iv 6EG1aN (S.a1w) L
yR -10-M-Tw facBox (tar
X X X X X Y, BURRa� scE 6 IB-T/Y . 1� oleo-r. '
BAS•]ST6AR A°P1ILACD DC2 RN'a /
F-
----- _____ _____ AtmRDwcE TRTx RK/!L 2ep. "
,t s[[ Swan B•e .a AUEswT MK.
;j� �'f I' xP«cS Kss•.�r. o[ stc.Do6•c s•rec,'RIRu
I
4'
_ _ _ _ _
LDa PmD,a, W. � sc[
4TgR v rKM LOrX TOP MKS.
PrGL.sTrALAE RLTAPU
KfDaD 10 R1M,[ MM
X
a
0.) 16 ]/ ' PAM HEAD
%A[«S.
A
wont
Z.
3
TABLE 1
TABLE 2
; -•�.; i4-_-_ .T==�: j- =fir
('(1
6 1r6TAl1FR
R?AL
L
I�•I' �''I
._.__
D004 [[IGH7
SECTIONS
` 7q
P
OESGC DR PA
w« R.R1 sx.A: sHaar A
><
-
)-- W2MWRL RIDM . •-o'--i
uR+ G+
L Va TO 7ro•
a
5
H tN•
1
xr R
R A
2• GA Yn. [JTO Sar, S10RT R.YTEO RM
t G. AM. r5H PAN
91C TO 176'
IC9' TO 12.3'
6
7
t68,
ut H]t0
42012
cA. YRr. PwEL
1.0. 6>. 620a
2T G. ARM. r� San. nw -ED INMtL
SECTION A -A
12.6' TO 14'G'
16'3• TO 1519,
16.0'
B
9
)0
TRACK CONFIGI;RATIGNrl
H040NfA1 TRAD` SWPoRr
BT DOOR IA61A1LEP (m S:D'i).
ax1Tx rY..G w�6 me
II/ ROOIB OLEx e
'(3•
l'X2 L
�vEeltx iPAGA ADKKD A RAG ewAr
wm (1) ]/e•W' aIR�ARE eDLr.
13 GA ma ST$ Mc pNCrEI EACH 114,00 10
1,D0p rYe - 0) vW-1-1/2' - - -
vtnt TBA¢ .Rtl(0 R, HDIawr
iR•Dt RRH (2) 1/•'W' tRAC4 MIS.
2' GKV STEU lAMJ!,
TRACK MCKWSS: 0.060.
LHR TOP BIL•CKET
OMIBLE t0020RiK
$5[ IW
M. 2-I/2'•T2 G GKV. STEEL TRACK BRKKG.
(.) TixCY Bm PEA SOE To
Me' HOQ.
S TRACN BCwG<•'TS PD1 SDE ((W v TO 10' 4"
(6) T4Gx BRACXEM PER 9CE (0 TO 12' 4rA0
enE MAX SECTION NE1cNn 21 PRODUCT REVISED (A TMCK BAACraTs PEA S,x ( m 1•' t4Gq
M c .,ngp 4R t11R Ff.'w. (a) t,A BR.CIETS PEA 90E (v m T6' NOB.
6•R Ems�'- qAry ��� A¢I r► 1 K 9l. Y 00]IL Ii1�161B0 GMw
,REtrp sOONE r:M BEiMCK-{ NOw-Nw •IsoT7sA1 PREPARATION SU JAti .< BY OTHERS
+CAE r I 4 -shkL
-
rBal iwnAE Lrmt•e6 M eiB lOw�-I Y'TD Expi t&Dn 0Qn0/2 u K THEMII61'01�15•VA a THEM P��.OT RRECCEitO'U'NR THE
met m eorH Hxoege AW BLS.OnC OR STRTVr.RE M D M ACCJROMCE -. "e ENT WL4 G
1 z a sb •4Ar ....« �mr S� rpi( rQ�yl2��EE n u (onS• Yr .nwo. Soa roY
2R><•` '� Ae.a3rAB ') 1r t•AM< TPO B. MUs m7 C0G6 RDR MF IGtM lfEr[D ON TNS 04MRG.
CARA,v [rtTl T.r fuM
�mD XASACBA n2 xsl
DRArxt RUNArI R,M
G-a0 A,H. GAY. w®-Gx
rOL>[SrtA RAM1m Td
MNO m RPM
2-3/42-1/4' (N14
. S{LS a SHiEy sn1
J_(� r�E�ET4�rwStc ways
76fY.3 A CA ma _.c ":2td
JAMB CONFIGURATION
2.6 Y= AAue
Ow womoO P DOOR YsrK (m Su(7
16 G GA:VArRED Sim EW SRE (.nAD0 RRH 011E
TACTOW emM 26-1B . I/2' RMTR-MEAD SCREW AVO
1LWTHER S[CLAED WON n5T4 T1 WH MKTr SCREWS.
rASTEmW m 000 8 -•
�•_ • • • • •
Rom LAG SCE
TO • M EHmsD./ To. IHtEI. xcC
Cmr•
•
`
�• • •L i•'•i"1`«- r� yv/�MCRaO.RPi TA'E MM
2" OKv SRE. r
fAt•LA,ED Tp TR.•Cx •
♦ • r/I! BD �.D c�,W,ll •S/t£wrlMlIDlt�ox 7a Ba1ER RMrI
S
BRACK[Ti [Kn DIN•'•'•
ATTM2O «1rH• OK!
1/•'+5/e" 94T a HVT (8
• •
. c•, ,•Av. STE& [Yq A6 r?-* it m naEs «/(q M.
#,-A. LHw u[TK SC1M « (• ) 1/•' fOf IAPAPL Sept
1«0 I/4' RRt•5.
2' 10 BALL SRil RQIEA {t-]/161>/16'••% wM
"EA DR NrLDM OAE
•• •••
••• • • •
••
•
• • • • •
• •
•
• • • •-• •• • •
•7
•.0'•-• •
•
•
• ••• ••• •
•••
•
• • • ••• • •
•
•
• • • • • • • •
•
• •
• • • • • • • • •
• • •
•
• • • • • • •
pyTALCW •1W
(2) 12 CAR m ti
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
RGLL[A RBar�.S h-t/Y .
E'•�/6• SK[T
Y[TK E[REx1L)
SMI
1. A M LW TROY THE DOOR 5 TIWYERKD TO THE TAACR AATD TH R "M M INADT TO ME 24
KWTCA 5" (GRADE %2 OB BETTER) A•AIBS W LOAD TROY THE DOOR 6 TTIM $rENgM m THE
C• GAv. AODU HRR
HOIe20MTK (w) A-B.
GCH Hwo[ rASTDeD ro Eta
1T.6 tlTrll ;.) /1Aa/e•
2. ALL JAW FASTENERS WY BE MR ARE NDT REWRCD To BE) CMBMRS1 K m PROYDE A P_W
IACIwNAG SERFAGE
SHQI PETAL AHa l•1
a 1/3 STRESt RCREAST r wm L G Rat B9L uSED n THE cA Cx TION or ALLO"6a LOADS rat
1/:W' SDT TAIPK
StlartS SEE VCB Y.
AMCWRS AND FASTENERS FDP MEL COtCRE:E AW 11ASOtLR}.
WOOD FRAME BU!LDtNGS
RI OF DOOR M[NNO BE iSKO SGRD Br Wi 111IAi (]) L6 P'R[SSURE tREAAm ST11
3' TATL . 20 G Wv. SRA
-BAR MC u-BARS PrA
(SA 07 TUD$
(GRADE 12 v BETTER) ROOD STIr05 OF R STRESS GRADE ROt LESS THSAN 120D PSI ROIAML EXTR[YE f+BCR
IS 7
STRESS w KAONG (F.) STUD BALLS TO BE COBR TOA r TOOTNO TO TIE BE-
s4Ec0oM. EACH :,-BAR
9LOCK wAt1 OR CONCRETE
TTAxO MRT 1/4••�: SE'li
TAPwAtO SGaBS. (21 SCRCBS
M 51P (GARu[ R OR erT1ER ROOD -a S Br M•O•aRED 1D cRGw IIE1T<OR= B.DCK BALL OR
T
AT EACH FnL AW Ni[RAt(D
STRE LOCITON.
CO•ICAIETE (allAR• BLOC1t « CELLS SHW. BE r1LLE0 MTF CONCRETE AND RE -WED MN BCIMDRC
BARS EKTEAT K w O ME T001*4 MA INTO M BCMS6 ALL BARS S1 BE COHRwID.s T11GY Ra TTE
BEAMS TO FCCT P PER 9LOC4 BKI OR W't CTE C0.1NN_ BLOCK BALLS AND CO•IOICSE COIDIB6 TO BE
DE- D W THE ft-EBH. ENrAtirA OR ARC1ImtT Of NE-.
sa• (2,wRc a2RTn7 M>. G-w
Ml RA.R- Rr1®yIr nxat ARD .
BuaO-GN 14r[ZO Nxrm Tv
A.nm m 11Dn1 m v
sl® SxY,
u a c•Lv. trtR eoTmY eR•c.n.
A•1.am M,. (B r A/t" S1QT I•ElK
XRM.
Au4D6M EK1RusM • vR,n •.
g `••pyAC•E il•:i� wl�T)I
Mi
=-I
( M,•Mrto M vYTN �
�' Ston raaRr �N.Re
J "o
HCHI20MK AAYB
(HD LOAD ifBM DOOR)
fAS E-
YA2 O.G
2.6 vEx1CLL AAYB
Zx6 JAMB TO SUFPO RING STRUCTURE ATTACHMENT
••ri•'2�%a�111�®
'! •
Va61� fa! t^4C'`%• _ P�1<
nt1R1�P 7t GfL. '2Ru <I®
�ia�szcc-X:+a.-�� ��n�u��
61r•�i<.+1
i�S•�ns]•'c1r�rmar*42r•��-�
- lR6T AKHDR/SOaW SRMRK rA'YI - AT N0 -NE MAN ,MET OF eNRr ON avR« 05•M m
rtI[
( rac triatE51 .«DaA/SCRER IrA>1,uED AT LINT AS 1Rot AS M ODOR noBa KVN..
D 60.0 PSF. = Clopay aoRA. •BONG TxapUCl$ mxoMn
y _V Build,q Prgduch U,-S .ASDc