WS-18-2371Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax (305)756-8972
Inspection Number: INSP-312253 Permit Number: WS-9-18-2371
Scheduled Inspection Date: September 14, 2018
Inspector: Naranjo, Ismael
Owner: LAGOMASINO, JUAN
Job Addre :1021 NE 93 Street
Miami Shores, FL
Project: <NONE>
Contractor: GARAGE DOOR ETC COMPANY
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132050150070
Phone: (7 )326-7574
Building Department Comments
REPLACING GARAGE DOOR
infractio
INSPECTOR COMMENTS
Passed Comments
False
Passed
/Inspector Comments
CREATED AS REINSPECTION FOR INSP-3117
Failed
Correction
Needed
Re -inspection
Fee
Nn AdOccal inspections can be scheduled until
re -inspection fee is pail
September 13, 2018
For Inspections please cast 05)762-4949
Page 25 or 26
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Issue
psi-1*mO. WS-8-18-2371
Permit °Type' ¢W i ndows/Sh utte r8
WorkClassification: Garage Door
•
te: 9/12/2018
--Permit Status: APPROVED
Expiration: 03/11/2019
Parcel Number
Applicant
1021 NE 93 Street
Miami Shores, FL
1132050150070
Block: Lot:
JUAN LAGOMASINO
Owner Information
Address
Phone
Cell
JUAN LAGOMASINO
1021 NE 93 ST
MIAMI SHORES FL 33138-2938
Contractor(s) Phone . CeII Phone
GARAGE DOOR ETC COMPANY (786)326-7574
Valuation:
Total Sq Feet:
Type of Work: REPLACING GARAGE DOOR
No of Openings: 1
Additional Info: REPLACING GARAGE DOOR
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$2.00
$2.00
$0.40
$5.00
$110.00
$9.00
$1.60
$131.20
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-9-18-68786
09/12/2018 Check #: 5193 $ 131.20 $ 0.00
$ 1,700.00
0
Available Inspections:
Inspection Type:
Final
Review Building
In consideration of the issuance to me of this permit, I agre- to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity wi the plans, dr. • ngs, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsi•J ry for . .'done by either myself, my agent, servants, or employes. I understand that separate permits are
required for CTRI• L, PLUMBING, , WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNS AFFIDAVI ': I certi
cons uction and zo
uthorized Signature: Ow
Building
is accurate and that all work will be done in compliance with all applicable laws regulating
ed con . . . do the work stated.
Contractor / Agent
September 12, 2018
Date
September 12, 2018 1
BUILDING
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
FBC 20 (1 6rt�
Master Permit No. v S ) v - Z3-)
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
/
JOB ADDRESS: (DZ/ I 73 57
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
^ BFE: FFE:
OWNER: Name (Fee Simple Titleholder):0k'v 44 4 L,�46414 S L AOj /J o7 Phone#: ?- q-7 / A
— 9'9 6
Address: !DZ( 13 Srr ccT
City: Al ;awl. S (pre/5 State:
Zip: 3 * / 3 t
Tenant/Lessee Name: Phone#:
Email:
v�A1. L. o't1 Ar-SZ, 0
CONTRACTOR: Company Name: -11/ I Jp2if (_'h. (r9°'/ Phone#: 7 'fr32&7J /
9'
Address: 2,06 Ai Lc.) (/ /
City:
Qualifier Name:-bA1rtS',-�o q. .~./A-/i/die°i - 1y,�r��^
State Certification or Registration #: ' Certificate of Competency #: 0335W3o6
DESIGNER: Architect/Engineer: Phone#:
Address: ,, City: State: Zip:
Value of Work for this Permit: $ if W9e 00 Square/Linear Footage of Work: a4 p/�e/
Type of Work: ❑ Addition ❑ Alteration )4...New 4 Repair/Replace ❑ Demolition
Description of Work:
State: /'—/e.A. Zip: 3 3O ! 8 Phone#: %'$ 6 3Z(� 7-57 1/
(3$a Y .1/OcZ)
Specify color of color thru tile:
5
rS S. ,Sir rl^7_» .i () p
f.cius .ovlJoiatif&2 "'A ties
I/l
Submittal Fee $ Permit Fee $ l • " CCF $ I ' 20 co/CC $
p
Scanning Fee $ ! Radon Fee $ 2 DBPR $2. Notary $ S»
Technology Fee $ ( • b 0 Training/Education Fee $ 0 . 40 Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ 131 . 2.0
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City I ' 1 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 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."
J
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 suLiject 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 approved and a reinspection fee will be charged. _ -
The foregoing instrument was acknowledged before me this
Lk
of M�A,(�(�
• , 20 1� , by
ZOOM M + � � 1; Jv personally known to
me or who has produced VI -V-- Q-O 204as
identification and who did take an oath.
NOTAR PUBLIC:
Sign:
Print:
Seal:
1 1L�Crli L =Vi\1 V
My Commission Expires Seal:
v March 12, 2021
or al Conimiasion No. GG 81599
APPROVED BY,
Plans Examiner
Structural Review
The foregoing instrument was acknowledged before me this
u ' da ofPe1rUK� , 20 le), by
�►on►so . A •
rp
me or who has produced v ,j J)';.r IJCkQYIS-{ as
identifica
NOTARY
'rSign:
Print: •"• '
4,1
*******
1Z who is personally known to
ho di ' take an •ath.
but
ri
• ri
YANADYPRIETO,
•,
ni : MY COMMISSION # FF 214031
ks
EXPIRES:
:(aMarch 25, 2019
***�4'4d,& T ** sri**°rs.
********
Zoning
Clerk
(Revised02/24/2014)
Notice to Owner — Workers' Com
p
M iami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ensation 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 and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this 7 day of , 20 a.
.
By J 14l� H p p ¢ {f}� i-A /%/ who is personally known to me or has produced
Pak
Notary.
STEAL:
lam-"
7 / as identification.
c•
0r W Notary Public State of Florida
tQ tdalmis Cuenca
.y gr My Commission GG 102761
pia c,,doExpires 09/ot3/zozi
cut. above, the rest
•Ga Qompa
urst:,rrr�g th ►m rice n c r ams
9/6/2018
State of Florida
County of Dade
Before me this day personally appears Dionisio A. Fernande who, being duly sworn, deposes and
says:
That he or she will be the only person working on the project located at:
1021 N.E. 93 St. Miami shores FI. 33138
Sworn to (or affirmed)and subscribed before me this . Day of . September, 6 2018, by
l OlnSO -k • ( �-cimAy,141.
Personally known
Or produced identification
Type of identification produced
Print, type or stamp name of notary
fj1v`�Y `1c ns-.
;p % YANADY PRIETO
` °`f MY COMMISSION # FF 214031
EXPIRES: March 25, 2015
Bcnded Thai Ivct r/ Pub Undsrtrdrsr3
•
•
f •
•
I.J_...;.._ ..3
--t.. - --
•
•
\ ••
/� �� _ -. -.. w _ o
\ `-
O.
I +
i
--.-__L__
r
• •• I •s
• • •
• • • • • •
,• ,
•
r _ _' 4••!
_._._�.•i••••-` ---,`-•'••if ', • ••i• I,
_&•••r.t.__,..�.• •• 1
•
w•.••. • fs.'_• ,_• .•••r
.
11,111112.f
•r.
•
• •
• r•
• •. ,• d
,•
• '• • • ••••••4
•r• •''-' li• • • ••
• • •.,
... .. - •• •
•
. •• ,
r ! • . . . • • • - --
. • +
i...___v__%s__4-_.... ,,,,4._ _.__k._...... -y - - 1 I
•
APFRO\/ED
Y . .
it/i18R14:SF1GYpS--'_
ZONING DEPT
BLDG f1EPT
IMAM
SUBJECT (0 CCMIPUPNCE WITH ALL. FEDERAL
STATE ANu CCUN'jY r'iULES AND REGULATIONS
•
Garage Door Measurement Sheet
Use the spaces below to record the building (homq) address and measurements required. Please send this
information with (2) sketches to:
Scott Hamilton or Mark Westerfield
Clopay Building Products Company
8585 Duke Blvd
Mason, 01145040
Phone: 800-282-2260 x6013
Fax:513.770-4853
DPR-180830-B-01
Exp C
Single.Story
•
• .
....
• ••
•. •
...•
Four measurements are required:.:.. ....
1. Door openings) (width x height) • .. . • • . • • • •
2. Mean roof height. The mean roof height is defined as the average roof dimension. i.o. ttre average
distance between the cave and the roof peak. For example, a building with an eave tiirtjfrom . • • : • .
the ground) of 10' and a roof peak height of 14' from the ground has a mean roof Might of 12' •e •
.
C(10+14)/2].
3.. Distant= from the nearest building corner to the door opening.
4. Building footprint, to include the overall length and depth of the house.
. ••
. •
• •
• • •
.. .
Two sketches are required:
1. Building Footprint, showing the overall length and depth of the house and the location of the
garage door, including distance from the nearest building corner to the door opening
2. Building Elevation, showing the distance from the ground to the caves and to the roof peak.
Home (or building) Owner: J(,i H.
. I— loied Si it�lJ
Street address: P A/. E aj3 5 t
State: ft. County; 33 13 Zip: 33 1 3 S
• •
City: M•nifl Slates
Roar Model:
Measuremmen(R
fi 1: Door Opening (width x height)
fl2: Mean Roof Height (feet -inches)
'If
230
•• •
• •
• •
•• •
/o
113: Distance from Door Opening to Nearest Comer (feet -inches)
114; Sketch the overall Building Footprint and Elevation
3..
' Florida Building Code Garage Door Windload Design Pressures Report # DPR-180830-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: Juan M. Lagomasino, III
1021 NE 93 St.
Miami Shores, FL 33138, Miami Dade County
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 54' 8"
Measurement of Nearest Garage Door Opening to Building Corner: 5' 3"
Positive Design Load: +38.1 PSF (see page 2)
Negative Design Load: -41.7 P9I set pagef
. . •
...•
•
The following Clopay Building Products Company Doors meet the requirements for the SfdtetPloads: •
Roof Slope: Not provided (use greater than 10 degrees)
.•
•
.
Clopay Model 83/84A/93/94/4FW7, 8'0" x 7'0", Approval # 18-0516.01, Dwg # 101702, Windload•Eepacity7+424-%8 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 installation are
provided on the certified, approved drawing, as listed above.
i! HAIL//�,i
ENS 04.i°,i
•
.• * : No 63286 : * T.
. r.
L3Ii !/
Scott Hamilton, P.E
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770- 4800
S.40R‘0P•cW
',/,S c N A' 00%
•
8/30/2018
Florida Building Code Garage Door Windload Design Pressures Report # DPR-180830-B-01
Page 2 of 2 - Retrofit Calculations for the Designated Door for Juan M. Lagomasino, III
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 Elevation
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).
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 Ceiglat'.
(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 componerats.ay,cladding mI therefgrg; •, •
garage doors. The first external pressure coefficient is for positive pressure and the other two coefficietii's.fe negat?v , ressures
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),:whith4ver is smaller, but milt, ..:,
less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtractingZone5.
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)*(54'8") = 5.47 ft. Since
the garage door opening is located 5' 3" from the corner, this means that 0.22 ft. of the door is within Zone 5, and 7.78 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.
Negative design pressure for Zone 5: p = (33.91)*(-1.2838 - 0.18) = -49.64 PSF.
Since 97% of the door is in Zone 4, and 3% of the door is in Zone 5, the weighted average is:
(-41.44)*(97%) + (-49.64)*(3%) = -41.66 PSF.
Rounding up to the nearest tenth, the final design loads are: +38.1 PSF and -41.7 P
Scott Hamilton, P.E
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770-4800
II a ririi1i
�2.7.*r"
. HAM/�T �ii O�GEIVS�•,..j, ��•.,
)IJo( 63286
*�
•
•
33 • STATE OF : •
� OR\�. ♦.
i14'ON Ak- E t`s
•
8/30/2018
AMI.DADE
:OUNTY
EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
OARD AND CODE ADMINISTRATION DIVISION
OTICE OF ACCEPTANCE (NOA)
lopay Building Products Company
585 Duke Boulevard
ason, OH 45040
COPE:
is NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
ocumentation submitted has been' reviewed and accepted by Miami -Dade County RER-Product Control Section, to be
sed in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
ami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or
aterial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
anufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
;h product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
ami-Dade County Product Control Section that this product or material fails to meet the requirements of the
,.plicable building code.
his product is approved as described herein, and has been designed to comply with the Florida Building Code,
eluding the High Velocity Hurricane Zone.
ESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w� •
ptional Impact Resistant Lites (DP +42.0, -48.0 PSF) • •
•
PROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant* •
•
ttes", sheet 1 of 1, dated 06/13/2008, with revision 07 dated 07/2017, prepared by Clopay Building Products
ompany, signed and sealed by Scott Hamilton, P.E. on 05/09/2018, bearing the Miami -Dade CounW
roduct Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami': • • • •
lade County Product Control Section. • • • •
t SSILE IMPACT RATING: Large and Small Missile Impact Resistant
ABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, ehe • •
sitive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawiftt • •
ference number, approval number (NOA), the applicable, test standards. and the statement reading `Miami -Dada • • • -
ounty Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.: • :
NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no changejn • •
t c applicable building code negatively affecting the performance of this product.
• ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the •
aterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
s les, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
t is NOA shall be cause for termination and removal of NOA.
DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
e piration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
its entirety.
1 SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
available for inspection at the job site at the request of the Building Official.
his NOA renews NOA #17-1016.18 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
ell as approval document mentioned above.
he submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www,miamidade,nov/economy
•
MIAMFDADE COUNTY
APPROVED
NOA No 18-0516.01
Expiration Date: August 21, 2019
Approval Date: July 5, 2018
Page 1
••.•
• •
• • • •
• ••
• • •
• • • •
•
• • • • •
• • • •
• • • •
• • •
•• •
• •.
•
•• •
• • •
•• •
1.
B.
C
D
E
nay Building Products Comnanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA # 15-0225.16"
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 06 dated 02/2015, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
TESTS "Submitted under NOA # 08-0618.03"
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 3.2.1, TAS 202-94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, 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. •
CALCULATIONS "Submitted under NOA # 08-0618.03" •• • • •
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated • • • • •
06/13/2008, signed and sealed by Scott Hamilton, P.E. • •
.. ..
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
• • •
.
• .•
MATERIAL CERTIFICATIONS "Submitted under NOA # 08-0618.03" • • •
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 Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
E - 1
gr.
2 n�e i,;
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0516.01
Expiration Date: August 21, 2019
Approval Date: July 5, 2018
• • • •
• • • •
• ••
• • •
••.•
•
•.
•
•••• ••
• •
.•.•
. • .
.• •
. ••
•
•
•
.. . • •
• .•
.
.• .
lopav Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E MATERIAL CERTIFICATIONS (CONTINUED)
3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T634, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
4 Test report on Self -Ignition Temperature per ASTM D1929, Rate of Burn 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 "Submitted under NOA # 15-0225.16"
1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC
issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed
by Scott Hamilton, P.E.
"Submitted under NOA # 13-0625.06"
2. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and
sealed by Scott Hamilton, P.E.
3. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. ' • •'•
• • ••••
1. Evidence submitted under NOA # 17-1016.18
•• •
•
A. DRAWINGS ••••
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lite'....'
sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2017, prepared by Clopay....
Building Products Company, signed and sealed by Scott Hamilton, P.E. • . • •
11. 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. t
E-2.
• . •
• • • •
• ••
• . •
••..
•
� •
•
•
•••• • •
• •
..•.
••.•
• . .
•
• •
• . •
.. •
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0516.01
Expiration Date: August 21, 2019
Approval Date; July 5, 2018
•
•
.. .
• • •
.. .
•
•
lopav Building Products Company
1
A
C
F
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
STATEMENTS
1. Statement letter of code conformance to 6'h Edition (2017) FBC, issued by Clopay
Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest, issued by Clopay Building Products
Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E.
New evidence submitted
DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2017, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E. on
05/09/2018.
TESTS
1. None.
CALCULATIONS
1. None.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
MATERIAL CERTIFICATIONS
1. None.
• •
• • •
.• •
•••.
• • • •
• ••
• . •
• • • •
•
•.
• •
• • • • •••• . •
• . •
..•• •._••
• •
•. ••
• • • •
• • •
•• •
•
• . •
• • • •
• •
• • • •
•• •
STATEMENTS
1. Statement letter of code conformance to 6's Edition (2017) FBC, issued by Clopay
Building Products Company, dated 05/09/2018, signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest, issued by Clopay Building Products
Company, dated 05/09/2018, signed and sealed by Scott Hamilton, P.E.
3. Test contract letter dated 05/07/2018 and signed by Keith Owen.
E - 3
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0516.01
Expiration Date: August 21, 2019
Approval Date: July 5, 2018
•
• •
•
•
• •
•• • • •
• • •
•• .
A
4
CLOPAY MODELS 84A, 94, 98, H94
IDEAL MODFI S: 4RST, HOST, 4F
HOLMES MODELS: 48
• • • • • • • • ••II.
•• •• • • • •'• •• •
• /1--•-• - . 5 •
(N0 STILLS ATAOKEO TO CODA SKIN NTH RATE�EO Tx -FLOC 5.1 4. •• • • •
• • •
`AK (2) TOCL-lx LaxHET AT TOR ARO (2 AT EDT0i6 4�T# FR .NT CS(• • • •'•CT; ION 9-$
• • 13' UMW IAA KALE (4) TCC-L-Lx ENS .-lcuAL X'
O L Lx cu(�NEs
2
(I) AV1E11.EDNTE STIR EMU. DC', DAMS,
ATTACHED 5(744 1C6-L-LOG ((2) AT T•• 0. EOT(I()
• *11011LAK ACPEST (ALONG C•NTD• • •
r••-r A
•
Y l •
l• •
)
QFTAR Tr
• •• • • •'-�
• • • ORIX...EIpRATM1{
•
eV PO. R� w me �O/.2}I1��_ , -
y(r S[ p0 Ka • •
Xolay
NOT
,ANLKILKING 6 16-1/2' A ,•. •
an MFROYED DUSK AQDRDArCiXWRR
RC,Nec Na. •
SEE SECTOR B-I •w A55(MILY OC:RS.
•
•• • • • ••
111/ 5(TA1�
sri E5• •
WBninI6B- t'LlE6>•�l�i •
NET
I
SNAP LATCH MACES
0,10 NEN E& TRACK.
(NE SNAP LATCH Oh EA01
DOE K DOOR.
TAKER. 535E
°MOE
KE1E0 i) STILE
HANDLE
MEC HANDLE
2-3/4• (
7-I/2•
j
LOCATION OF
OP1*0R4 KNTS
MAX. DOOR MOTH - I'-0'
•
SEE DI RNCE CAUL • • • •
Lm( 'OSI1ON (EOT11 SCES). SEE
N10U1 0A DO, (00( 0OR X'400.
•
e lro
•
i•It
..ACT REASIAKT J
GO' Na�R 1
*X2N N MEW
PIPE M CLAW.
•
rASTON* TO ERASE WINAANNNE SCAM
r61wLP 1
w. 79A.
OOP. 0 tot •
W 4 TIODOCIDAH EDDA/. WSED PANEL- OKr MID. 5162S
INSIDE ELEVATION 24 CA (0023I' LAW. 1144) 005 SIM
(LOa TEED 317 1(D) E
G-40 GILTAIaNO. BAKED -CAI MIERR
A0 A BAKED -ON 0LTESTER PANNED
1pP COAT APPISW 10 BOTHSKIS 00
Sill 5*00. (A51* NP. n653).
r NSCI 61.e/a• vm KM. -
(A) /4•A3/A• sr,
1.AN,N6 5(45S
N It r. 04 •au
)IAMB CONFIGURATION
12 CA CAT. STEC TRACK
BPAO(F- FASTENED TO W000
JAMB WIN ONE 5/16'.1-1/2'
5000 LAG SCREW PER BRACKET.
2' DAL0. STEEL Ma FASTENED
TO TRACK BRACKETS. EN >
&PACKET ATTACHED 4014 ONE
1/4'.5/B' BOLT 0. NUT jg 1*O
1/4• RIVETS.
THIS PRWLKT COMORKS TO
THE REOLREMENIS OF WE 20,0
rec. 1NE FTTN EDTON roc.
AND THE SLAM ED(30% FBG
4
005E BOLT LOCK
S(0"•.. 00.00i NATO
VEITEAL TRAOL
ONE LOCK ON
EACH DE Of
DOOR.
TASOF 4Rfr R•XI
11QL[1 _mg& 114; T. ,
CAS L' `1 rCi
/ SHE LNI4CFETS
s-i:VTEL1F
•) �' �i. nal.•i. .
•
34L
STOP .OLRDING� EN •� CODA ' ••........
INSTALLER (1G SDP)
20 CA. MN. CAL:. STEEL CND STILL 2-5/B•A2'.
20 GA. Mn. GAL:. STEEL MMENM. STEL 2•AY.
N00Dw.w TUNE. FL.IN PANEL GILT. *MR 5TL8- 1
FCTION A -A
y _i- 2• T•OCN
ie CA CAA.. STEEL NA& *CC FAS,DED 10 CCTIO
STKE 1/(.) ad ',Nye LE/1 N(7AL ECN*L
ROJHO PVSKWJ1 6 041A*ED ON [KM RO(N SWAT.
4 rA 5YT. 51ETL No HNC; r0S"0LD TO ND Vas 1/(0 LAD,
EI.A6/6' SHEET 1ET. scALN3 t (4) 1/4' SELF NAP. 5.•7Ev5.
2' 10 BALL STEM ROLLER (1-3/16•.7/L6'.A')
SRN STEEL 01 N11TO,A TOE. .,
12 OIL My. STEEL TOP
ROLLER BRACKET
(2-1/2' A 5-3/I'.
EACH BRACKET ATTACHED
W/(4) /14R5/e• SHEET
NETA. SCREWS
1,1 G G4V. STEEL
END HINGE. MACH
FASTENED TO END
STILES 4/(4) /14A5/5'
SKEET METAL 50E15
! (4) I/4• SELF
TARMAC SCREWS.
TRACK CONFIGURATION
MCH ION) TARE.
DEcoNTNE
4001 INNE 00*44.
/ya (05000 c AruclaN
/ _ _ SEALANT.
TABLE 1
DOOR ROCKY
NUMBER
OF
SECTIONS-
�•a � sv
1 Q`� 10q•
100. TO 122'
I29 701
3 TO 15
4�7 I
,60"
10
•W. AK wR rwar-Nw
4 1.
0
3
AG., MR
i OA, 06/13/OB'
105 0:/06/12
00
D7
03/20/O
07/2017
ADDEO ORTANAL NR4CT RESSTA D LIMES
AA7R.ED CO.PLwr..E WITH FEC 20,C
REXSE4 FILL 1e'0• HCH. 000R5.
UPDATED CODE CO.PLNNCE STATE DR TO ADO 6TH CO.
HORIZONTAL. 1RAGA AVOW
BE 000E INSTALLER (TO STAR).
CENTER NTC N0UK1(D ICA
Down VIER a' NKAL
T(61CA, MC( 4TAO4ED 7G r1A4 EMACKE,
•RN (1) 3/0.3/.• CA0.AGE 0.1.
13 4 c.v.. S1EC FLOG MAOIE,. (Ad F.5ITKED 70
ROOD OAS RUN (3) 5/,Col -I/7. 1,000 (AD SCADS
SAL nucK ATTACHED TO H0420NT4
11000 1TI„( (2) 1/4•.3/A• 1M10, Ix1S.
2' GALT. STEM TRAGIC
TRAP( THICKNESS, 0.060-.
Pro. 2-l/2'02 GA DV".
STEC 111Ap1 DIVOTT.
LIAR TOR BRACKET
C TRICK
N)NZONIAL
-re •I TRAES
A NT4.7RI*HN 0P7KN
6r
al'
ar
sc-
a" Da
PREPARATION OF JAMBS BY OTHERS
BEME 4OF SORROWING RECORDfA�
BE ME RESR4N•UTT Or p 8. OF OR 1FE
SLALOM OR STRUCTURE A*0 N ACCORDANCE 1.014 C1Rh0R BLAUNK
CODES FOR 71E LOADS (6TEO ON T16 DRAWN:,
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1. Ni ME LOAD 500 NE DOOR 6 0) .200.ED TO NE TRACT( AND TQ1 FRO. THE MCC IC THE 2.6
TEROrA SW, (GRACE E2 OR BETTER) AWN. NO LDO FRO. THE ODOR 6 TRANSFERRED TO NE
KEEZONTAL (TOP) JU•.
2. ALL 1418 FAS)D.D6 LAY BE (BUR ARE K0T mum TO BE) COLI.TERSUNK TO NONCE A FLUSH
MOR(D0G ANTACE
3. A 1/3 STRESS SCREAM FOR WIND LOAD WAS pp[ (SEO N DE Ol'MA1pN Or ALLOWABLE LOADS FOR
AIKAORS AND FASTENERS FOR STEEL CONCRETE ANC NSOIIR0.
WOOD FRAME BUILDINGS
5nro 1w13 OF 000R O'E4NO 5Kol k BE FRAMED 50U0IT NOT LESS 1KN4 (3) 2.6 PRE55.IRF TREATED VP K4uC
STRESS BOOK(F,). S1U0 WALLS TO STRESS
MI1F0WORM FgR
CONFQIS ARONFD0 44 TO IX
„BLOCK WALL OR CONCRETE
2.a 51* (GRADE 12 OR BETTER) N000 J. 3HAL1 BE KOAWEO TO GREW N1F60RCE0 BLOCK *A1 CR
CONCRETE CCUAIL BLOCK R4L CELLS $HALL BE PLIED 1611. CONCRETE ND RDAFORCEO WIN RDKORCE,1A
EARS Ex'DO5G FRO THE FOOTING AND INTO 1E BFA4(S AL BARS 34411 BE COMM1015 FRO. 7NE TE
NAAS TO FOOTING PER BLOCK WALL OR CONCRETE =Loot BLOCK IDLES 410 CONCRETE MUMS TO BE
(VANED EN THE SLUNG ENGINEER OP AEN:CT CC ECORO
2-1/r TALL a 20 GA 04T.
STEEL (NM. RED BO KSO
(r-BAIL TMO u-BARS PER
X-LT0O. EXCEPT 7WRD
SECTION NICK HAS ONLY
DE a -BAR. MACH U-BAR
ATTACHED WIM I/O' SOS
70Pr4 SCREWS. (2)
SCREWS AT UCH ENO Ave
INTORNEO. STILE LCEATION.
13 GA. GM. STEEL BOTTOM
BRACKET (3-1/2• A 5-1/2'
ATTACHED AWN (2) 04.5/6-
3 EET WIN- SCR?.
2x6 JAMB TO SUPPORTING STRUCTURE. ATTACHMENT
HCRCONTAA (70P 1W8
(N0 LOAD FROM )
FASTENER
1001
PRODUCT RENEWED
0RR61MI5101*. •R FEML4
IKDA-HIM. 18-0516.01
BR,I..Ew =21rz0111
I•MN. ►KNRMt CINVe1
sr
2.6 KR00L JAMB
B•C?NG TYPE
WIDER T0PE
MAXIMUM •
ON CENTER
06TANCC
BFM;EN
FASTENERS
STEM
W 500
ROJIRED'
.0.pe.LR EBpLOCX (40.0W OR
1/4' • 3' (1-1/ 4' MO)) In. TAPCOT L...AL a ANCICR 1 NN
/Z'
EDGE 0'ST AR(CF)
70-1/2'
1' O.D.
Ti,2-
2.000 6eat 400*04; 7iEE
1 A 4' 3 a" MKO) IN TA•001 0ANCREIt ANCHOR {j-1/2' ,MN.
EOM
DA'
t' 0.0.
31300 PEI MN, CTDCRETE
1000
1((jj2• A e ((((2-, 0BE0I 3.,6.. WRONG -it WEDGE510 W'E2 1 A(1-
1/2-..' (3-1//p_ De(0 SGN A207 A) (2 �O
_?STANCE)
.N. EDO
E EXSTANC
DISTANCE)
2, -1 2-
40
IK4.L
5
4440 *
2,000 PS Ma. CONCRETE
1 jjj2 A• ((2-1/( EABTL. W 5� �ANCNW (2-1 2 KRA
651* 40 4 2-1)
ANC-
a
KLUGED
IOES0 AL•1(OR/5 AEM GROAT ASTNCH ASS T E DOOR OPE WING 1.oN CENTER ornAME
AL)pUM ETRRUSDN / TN1 6EATRSIR4. EMRSDN
ATTACHED 0044 /011/2' SELF TAPPING SCREWS AT 43.
ON MIRES SPACANG ((6) 6(00*S ON BY ODOR)
SLOB 00 70. P.E.
RORDA P.E. No 63204
DESIGN LOADS: 442.0 PSF & -48.0 PSF.
ffie CI®pay
Building Products
Company
TOLERANCES
Loam SLR1.( O0•r.1w
.00 • D.03
.000 • 3.015
0000 - t.007
D.1.1« - 01/7
SCALE,
NOTED
CLOPAY BUILDING FR000CTS
8585 DUKE B.VD.
MASON, OHIO 45040
(513) 770-4E00
2
)A10. 06/ 13/08
DRAW. ,T• SH
PAGE,
1 OF 1
Nu SUE
Vrer . 16'0-H
¢s[R9TD3R SINGLE CAR W7 PAN DOOR
W((H IMPACT RESISTANT UTES
CNEOIED 00.
Si4
B
CRAVING K4R11ER.
101702
1
VER
MD
,
•