WS-19-1761Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Issue
Parcel Number
1002 NE 105TH ST, Miami Shores, FL 33138 1122320280010
Contacts
Permit NO.: W"749-1761
Permit Types Windows/Shutters
Work Classification: Garage Door
Expiration: 02/04/2020
NOAH & AUBREY KESSLER Owner ALLIED DOORS SOUTH FLORIDA INC Contractor
1002 NE 105 ST, MIAMI SHORES, FL 33138 DENNIS ROMANELLI
Other: 9175798541 151 SW 5 CT, POMPANO BEACH, FL 33060
Business: 9549428550
Description: REMOVE AND REPLACE 2 EXISTING 9X7 O/H Valuation: $ 1,554.00 Ins rO5-762 762pect-n Requests:
GARAGE DOORS WITH MIAMI DADE CO IMPACT AMARR NOA
#18-0725.02 TotalSq 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
$3.00
Windows/Shutters Fee
$70.00
Total:
$137.60
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$137.60
Check # 5580
08/08/2019 $87.60
Check # 5565
07/30/2019 $50.00
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 construction and zoning. Futhermore, 1 authorize the above named contractor to do the work stated.
Signature:
/ Applicant / Contractor / Agent
Date
August 08, 2019 Page 2 of 2
Miami Shores Village
Building Department
artment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS:
FBC 20 1�
Master Permit No. U - Oyq -I q G
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
L / 0 S 5 r—
CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City• Miami Shores l� County: Miami Dade Zip:
Folio/Parcel#: ll 3c�' 0 Is the Building Historically Designated: Yes 1\10,�'
Occupancy Type: Load: Construction Types/ /1 WrZ(fi 'Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):kiT5S L _`;e f , Phone#: 3o
Address: l U O ;)-- %I'L ///O''S s 7
''AA /
City: /'G/ AAM / ' t �l�/ E5 State: r— Zip: l Y
Tenant/Lessee Name: 1� -,'a — Phone#:
o
Email: 1 o C- sS I e c OO-O It CO yn.—
CONTRACTOR: Company Name: 04&(_�16 n �G° n S ✓ o �C— L Phone#:
Address: p l �� �.lpn�G%— �^
City: 1p' on_ /a~() !�"'/p% State: /� Zip3300
Qualifier Name: /J%/N!S iIC�Oi� Q-A/ C;'� L/ Phone#:
State Certification or Registration #: Cj!y—, , D 3 3 137 Certificate of Competency #:
DESIGNER: Architect/Engineer: Pnone;f:
Address: City: State: Zip:
Value of Work for this Permit: $ �J� Square/Linear Footage of Work: 1a)1 -6 5Q %?—,
Type of Work: ❑ Addition ❑ Alteration ❑ New Rep it/Replace ❑ Demolition
Description of Work: R&_ 40 U/- r-- j X l S J 1 -! 6 ? x-7
a/�2.4 Fc E- &O f2 5 ib/.W- /f'l/ /�i'�! �/} / M � T-
-i�-�� M)A -,4 /,,S� -o7as', o �---
Specify color
rrofcolor thru tile:
Submittal Fee $ "ICJ- \CL Permit Fee $
Scanning Fee $
Technology Fee $
Radon Fee $
Training/Education Fee $
CCF $
CO/CC $
DBPR $ Notary
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $ n /
TOTAL FEE NOW DUE $ C__4 ' 4Od
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
Zi
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 posted notice, the
inspection will n t be approved and a reinspection fee will be charged.
LL��I —
Signature Signat re
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of i 20, by
who is personall known to
me or who has produced as
identification and who did_ta.ke.an-oath.
NOTARY IC:
n:
Pri
eal:
****************
APPROVED BY
(Revised02/24/2014)
'% HENRY RAMIREZ
Y P MY COMMISSION 9 GG 193970
�oPA EXPIRES. March 16, 2022
The foregoing instrument was acknowledged before me this
?` da f \-s1 , 20 [J by
H Ai-J 6L( who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC. '11�
1ffll-131
Print:
ENRY RAMIREZ
Y COMMISSION # GG 193970
EXPIRES. March 16, 2022
ww-
*************************************************************************
r
G
Plans Examiner
Structural Review
Zoning
Clerk
uilding Sketch Viewer
,x<
Follo:
Address:
Owner:
11-2232-028-0010
1002 NE 105 ST
NOAH KESSLER
AUBREY KESSLER
https://www8.miarnidade.gov/Apps/PA/PAonline tools/ rroPurry—...
Miami -Dade County Office of the Property Appraiser
Building Number: 1 of i Roll Year: 2019
• OPU : Porch, Inserted
• GRU : Garage, Unfinished
Building Sketch Viewer
Actual Area:
Living Area:
Adjusted Area
ONE �-r-n -,
r�
as �`d- 4 P
4 � GRU ?6
—�
F 16
I l 2.
AL
,7—�'
41
Generated on: 7/2/2019
2,715 Sq. Ft.
1,951 Sq. Ft.
2,328 Sq. Ft.
Previous.. Nett
pe-Ho rb- r lkle -C
0 � �c / 57-in/ C q?C7
• ONE : One Story
• PFL : Porch, Flat
4"A Cam, ILA
b ov rz3
Disclaimer:
tion on
The Office of the ty Appraiserr Is continually editing and County assume noting the tax liability. Seeroll. This website full Lability Disclaimer andnot rU� UP
-m�ent See full disct the most current claimer Amer and
record. The Property App User Agreement at http://www.miamidade.gov7jin�o7?S.ce 1 J
UL 3/0 201
.. ... .. .. DATE
j E J BY
. . .. . . . : . .
• • • ••• %-err,E Er'T
�Q C(;NIPI.lf`i10E WI fN Al_ F FERAL
••• • • • • ••• • •
E
it ANO L(11_jN i'f r?lA_S AND REGULATIONS
•
• • • • • • • •i '• '. —
••• • • • ••• • •
7/2/2019, 3:40 PA
loft
K�Ss &67z-
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WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
FLORIDA BUILDING CODE 6TH EDITION (2017)
DADE COUNTY FLORIDA
175 MPH
EXPOSURE C
Door
Width
Door
Mean
Roof
Design
Pressure
' ' e
3.
Ne ative
9
7
35.3
44.0
16
7
18
7
33.5
-40.4
8
7
16
36.1
-45.3
9
7
35.7
-44.6
10
7
35.5
-44.1
16
7
34.2
-41.6
18
7
33.9
-41.0
8
7
17
36.5
-45.9
9
7
36.2
-45.2
10
7
35.9
-44.7
16
7
34.7
42.1
18
7
1 34.3
41.5
8
7
18
37.0
-46.4
9
7
36.6
45.8
10
7
36.4
45.2
16
7
35.1
42.7
18
7
34.8
42.0
8
7
19
37.4
46.9
9
7
37.1
46.3
10
7
36.8
-45.7
16
7
35.5
-43.1
18
7
35.2
42.5
8
7
20
37.8
-47.4
9
7
37.5
-46.8
10
7
37.2
-46.2
16
7
35.9
-43.6
18
7
35.5
43.0
8
7
21
38.2
47.9
9
7
37.8
-47.3
10
7
37.6
46.7
16
7
36.2
44.1
18
7
35.9
43.4
8
7
22
38.6
48.4
9
7
38.2
47.7
10
7
37.9
47.1
16
7
36.6
44.5
18
7
36.3
-43.8
8
7
23
38.9
-48.9
9
7
38.6
-48.2
10
7
38.3
-47.6
16
7
36.9
-44.1
18
7
36.6
44.2
8
7
24
39.3
49.3
9
7
38.9
-48.6
10
7
38.6
48.0
16
7
37.3
45.3
18
7
36.9
44.6
8
7
25
39.6
49.7
9
7
39.3
-49.0
10
7
39.0
-48.4
16
7
37.6
-45.7
18
7
37.3
45.0
EXPOSURE C
Door
Width
Door
Hei ht
Mean
Roof
Hei ht
Design Pressure
Positive
Ne ative
8
8
15
1
35.2
-44.0
9
8
34.9
-43.4
10
8
34.6
-42.8
16
8
33.4
-40.4
18
8
33.1
-39.7
8
8
16
35.7
-44.6
9
8
35.4
-43.9
10
8
35.1
-43.4
16
8
33.E
40.9
18
8
33.6
40.3
8
8
17
36.2
-45.1
9
8
35.8
-44.5
10
8
35.6
-43.9
16
8
34.3
-41.4
18
8
34.0
40.8
8
8
18
36.6
45.7
9
8
36.3
-45.0
10
8
36.0
-44.5
16
8
34.7
-41.9
18
8
34-A
41.3
8
8
19
37.0
46.2
9
8
36.7
-45.6
10
8
36.4
-45.0
16
8
35.1
42.4
18
8
34.8
41.8
8
8
20
37.4
-46.7
9
8
37.1
-46.1
10
8
36.8
45.5
16
8
35.5
-42.9
18
8
35.2
-42.2
8
8
21
37.8
47.2
9
8
37.5
-46.5
10
8
37.2
-45.9
16 1
8
35.9
-43.3
18 1
8
35.5
42.7
8
8
22
38.2
-47.7
9
8
37.8
-47.0
10
8
37.5
-46.4
16
8.
36.2
-43.7
18
8
35.9
-43.1
8
8
23
38.5
48.1
9
8
38.2
-47.4
10
8
37.9
-46.8
16
8
36.6
44.2
18
8
36.2
43.5
8
8
247.3
48.5
9
8
47.9
10
8
16
8
4.6
18
8
43.9
8
8
257.7
H36.944.3
49.0
9
8
48.3
10
8
16
8
44.9
18
8
44.3
EXPOSURE D
Door
Width
Door
Hei ht
Mean
Roof
Height
Design Pressure
PositivelNeciative
8
7
15
1
43.2
1 -54.2
9
7
42.8
-53.5
10
7
42.5
-52.8
16
7
41.0
-49.8
18
7
40.6
-49.1
8
7
16
43.7
-54.8
9
7
43.3
-54.1
10
7
42.9
-53.4
16
7
41,4
-1.4
18
7
41:1
-49.6
8
7
17
44.1
-55.4
9
7
43.7
-54.6
10
7
43.4
-54.0
16
7
41.9
-50.9
18
7
41.5
-50:2
8
7
18
44.6
-55.9
9
7
44.2
-55.2
10
7
43.8
-54.5
16
7
42.3
-51.4
1'8
7
41.9
-50.7
7
19
45.0
-56.5
9
7
44.6
-55.7
10
7
44.2
-55.0'
16
7
42.7
.51.9
18
7
42.3
-511
8'
7
20
45.4
-57.0
9
7
45.0
-56.2
10
7
44.6
-55.5
16
7
431
-52.4
18
7
42:7
51.6
8
7
21
45.8
-67.5
9
7
45.4
-56.7
10
7
45.0
-56.0
16
7
43.4
-52.8
18
7
43.0
-52.0
8
7
22
461
-57.9
9
7'
45.7
-57.1
10
7
45.4
,56.4
16
7
43.1
-53.3
18
7
43.4
-52.5
8
7
23
46.5
-58.4
9
7
46.1'
-57.6
10
7
45.7
-56.9
16
7
44.1
-53.7
18 1
7
43.7
-52.9
8
7
24
46.8
-58.8
9
7
46.4
-58.0
10
7
46.1
-57.3
16'
7
44.5
-54.1
18
7
44.1
-53.3
8
7
25
47.2
-59.2:
9
7
46.8
-58.4
10
7
46.4
-57.7
16
7
44.8
-54.4
18
7
44.4
53.6
ENTRE/AlATIC
EXPOSURE D
Door
Width
Door
Hei `ht
Mean
Roof
Hei ht
Design Pressure
Positive
'Ne ative
8
8
15
42.7
-53.4
9
8
42.4
52.6
10
8
42.0
-51.9
16
8
40.6
49.0
18
T 8-1
40.2
1 48.2
8
8
16
43.2
54.0
9
8
42.8
-53.2
10
8
42.5
-52.5
16
8
41.0
-49.5'
18
8
40.6
-48.8
8'
8
17
43.7
-54.5
9
8
43.3
-53.8
0
8
43.0
53.1
P16
8
41.4
-50.18
8
41.1
49' 3
8
8
18
44.1
-55.1
9'
a
43.7
-64.3
10
8
43.4
-53.6
16
8
41.9
-50.6
18
8
41.5
49.8
8
8
19
44.5
-55.6
9
8
44.1
-54.8
10
1 8
43.8
-54.1
16
1 8
42.3
51.0
18
8
41.9
-50.3
8
8
20
44.9
-56.1
9
8
44.5
-55.3
10
8
44.2
-54.6
16
8
42.6
-51.5
18
8
42.2 1
-50.7
8
8
21
45.3
-56.6
9
8
44.9
-55.8
10
8
44.6
55.1
16
8
43.0
-51.9
18
8
42.6
-51.1
8
8
22
45.7
-57.0
9
8
45.3
-56.2
10
8
44.9
-55:5
16
8
43.3 1
-52.3
18
8
42.9 1
-51.6
8
8
23
46.0
57.5
9
8
45.6
-56.7
10
8
45.3
-56.0
16
8
43.7
-52.8
18
8 1
43.3
-52.0
8'
8
24
46.4
-57.9
9
8
46.0
-57.1
10
8
45.6
-56.4.
16
8
44.0
-53.1
18
8
43.6
-52.3
8
8
25
46.7
-58.3
9
8
46.3
-5Z5
10
8
45.9
-56.8
16
8
44.3
53.5
18
8
43.9
52.7
• ••• • • • • • ••
•v Darr v4suPes4 atebee� calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for
�N
�.•"" 41•.
`•
-` N
•
•2
Low isQ Builangs. • • •
talaMed Stima4e JGind
°� c
•' ,,, ' !
• • _ y.� �.
c U
z
11it pressures have been multiplied by 0.6 to convert to the nominal (ASD)
.`1�-•� �.. ,.,+� •
o
design pressures shown..
w E
••
••�
U `o
3)
• •4) •
Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II.
*Me
LL J �`; v��
�
°
•
deb dVVres%res assuoe Lht entire door's width is in the end zone (zone 5) of the building.
a'
• O � ; Yti :
• • 5)
• •
•Most gara%e door openingseMll•no0be located completely in zone 5. Therefore individual calculations
• • • • • •
a
o
• •
•wll result irtloWer pressures. • •
C N
a q- •
C N
• 6)
•For mearfroof4 thts A6than T5', use 15' pressures.
a °
STATE O
• F
,a
'
7)
This Table is only to be used in conjunction with Amarr Garage Doors.
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• • •
• • • • • • • •
r �
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• 165 Carriage Court • Winston-Salem, North Carolina 27105
•'
•
• • • • • • • • Phone (336) 744-5100 • Fax (336) 744-5815
5
'.� .•
2
•
•
....
• • • • • • • • • www.amarr.com
•• • • • • • •• ••
....
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FL
Ln
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.miamidade.gov/economy
Amarr Garage Doors dba Entrematic
165 Carriage Court
Winston-Salem, NC 27105
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: Model 950 Heritage & Zan
1� 0 Steel Sectional Garage Door up to
9'-0" Wide with Impact Windows (D .1, -
APPROVAL DOCUMENT: Drawin No.1RC-1-G, titled' odel 950 Heritage & 655 Oak
Summit (24 GA) 1000, 2000, Short, Lo sh , sheets 1 through 3 of 3, dated
03/12/2013, prepared by Amarr Garage Doors, sigled by Thomas L. Shelmerdine, P.E. on
10/03/2013, bearing the Miami -Dade County Product Control renewal 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, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure raring, 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 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.
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.
vided to the user by the manufacturer or its distributors and shall
.. ego •IN .SP$CTjOV: 4 jopy of this entire NOA shall be pro
1w:avail':blt, for inspection at the job site at the request of the Building Official.
•. '. 4TQisNC)41F9ne*j NOA # 17-1010.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as
• • 000 approval dodurl%nt mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E. "o 1
• • • • • • • CNOA No. 18-0725.02
• • • • tNLANIO �E OOUNT! Expiration
• • ••
• ' .,4)1G Approval Date: August 30, 2018
/)�
43 jg,/c Pagel
. . o . . . . . . .
. .. .. . 1, . .. ..
... . . . ... . .
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOA's
A. DRAWINGS "Submitted under NOA # 13-0813.21"
1. Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA)
1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated
03/12/2013, prepared by Amarr Garage Doors, signed and sealed signed and sealed on
10/03/13 by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 13-0813.21 "
1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by American Test Lab, Inc.,
dated 06/11/2013, signed and sealed by David W. Johnson, P.E.
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test per FBC, TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of Amarr 9' x 7' 24 ga steel garage
door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.01-13,
dated 05/01/2013, signed and sealed by David W. Johnson, P.E.
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test
Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E.
"Submitted under NOA # 13-0503.06"
C. CALCULATIONS "Submitted under NOA # 13-0813.21 "
1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, signed and
sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for
their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on
05/21/2016.
F. STATEMENTS "Submitted under NOA # 15-0505.15"
1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest
issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L.
$A81merdine, P.E.
.. ... y3 f 24 f .c
.. ...
. . . . . . . . . . .
. . .. . . . . . .
. . . ... ... .
E-1
... . . . . 0 V . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 18-0725.02
Expiration Date: October 10, 2023
Approval Date: August 30, 2018
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA # 17-1010.07
A. DRAWINGS
1. None.
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. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on
05/21/2021.
F. STATEMENTS
1. Statement letter of code confo ce to the 61h Edition (2017) FBC issued by
Structural Solutions, P.A., date 09/11/2017, signed and sealed by Thom
Shelmerdine, P.E.
. ......... .
.. ... .. . . . ..
•• ••• . •
. . . . . . . • . • .
. • . ... ..• .
E - 2
••• • • • • •.• • .
• • . • • • • . • •
• • . • • • • • .. • •
... . . . ..• • •
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 18-0725.02
Expiration Date: October 10, 2023
Approval Date: August 30, 2018
•• •
.
.•
.•... .
.....•
• .
.
.
•
.
......
•
••••••
••••
••
••
• •
•
•
• •
• •
•
• •
•
•
.•
• • • • • •
TL 4T s&vLL COYAERCIAL
•
py�TpAP ER BRACKET
V/(4) If Y
=_
•
.
fwx �Rn
3A• .CREV3
PER IRA
•
AIIA)STAELE SLM
ATIACWD V/(C
5/3' TRACK DOLTS
)Li7 CARRIERS ATi
L
3 5/9' 22GA R-TT
4' X 3/4' HEX NEA
3 5/DMOIL
R-TRUSS
aTTACILT V/ (4)
V4' Y 3/4' HEX
WAD SCREVS
/ ru
S1OCRDOM (SUPPL'wn:c—
G9 fg W
AT 1
TUG L-L4 A
DOTi191 RAIL
� m
APAIMBLC ROLLER LARRIER
ATTAL)ED V/ M) 1/4' - 1/2' _t7..
uGA PURASAFE
SOLT A. un PER"➢RACXCT CENTER HINGC ATTACHED
FVER NNEJDrSCYREI3K4,
p• :HIES(
] 5/P -r'2GA R-:RUBS ATTACHEDIR :HEAD TER r AT A NLON �� �EACNLENIER STIE£ y/DASD W PQIESiFR FDA'
\p' 10 SALL STEEL
5' MIN STEM ROLLER
HUCES F@(YIRUT
ATTACKRGR <n' STRilT
is-REMMM
D
W FLAG SRACKCT ATTACI-n To VOOD
CM
AEK V u J) -ASx 5/D 7RACKLAG T SP.UCEAM m
JS AND NUTS
TRAM AT THIS LDC/.i1PR
1/4'-2D 7RAOf SPU6 64L=_& NUII
ro Awe win (') vw-mA z Mir
TS
TA TC RAID
C NUT
r BEYS�$
� TRItY tl. FbriC:
f]
TRACK�C�IRN FO B` UP TO 14' TALL DOOR
=TT9'3 5/DM Y (13KSi)A STTiLIJSS ATTALPf_8LLJ !�y
lti SIIF}�Ti:R/ c T V/ a) VS' x 3 1 HEm �
N.T.S.t`•)/! SCREVS AT EACH EI
2SM (T D Ox PAGE 3 AND tb 1/4• Y 3/4' HEX.-H dte Flwid�
FOR T SPACING SCREWS AT EACH CEMTER STILE
F
'E °LO"°t` Dne LD d
MOAN
2' 2OUA. f77KSD STRUT y(j�(
ATTACfIm
C N1MGE aTTACYiD )E%lSAB SLRCY Pend,s'C�Har1'
M I/i' Zm' AT RID AND CEITIER STILES Tly
K WAD SCRE]IS 2' ONX STRUT tr6
ATTACHM V/ STE--L RETADIER DAq1i� % ?/i' Ram =AL
HW RARASAFE HEX NEAR SCREWS
inrce CARRIERS ATTACKED AT EAT AND CENTER SECTION -. A'-" (DOE VIA
I EMD 0.:E V/'(3) 1/4' 3/4' STILES _
M<x NFam SC163i5 PER FJVRRIFR \`TI n.T.6.
g MWA z SiIZE �2 oA�`�T� �pSN�(APA6A
" ID -ALL STEELDESIGN LOAD
)' LUNG .• ROLLER y TEX
°•ef +51.1 PSP $F <o�Q;�\CEtV,g'F•,.
SLIDE LUCK ENUAGES 19TD VERTICAL BDiYUT'! BRACKET --6O.3 P5F Y
TRACK IRI lllTH SIDS 5/e• i1IN 2' HI BpLL STEEL - t3 GA. AT'.AL4FD d aA�;' QO4B57 T•
EHWGENFM YSRAP LATCH. OR LUCK S HIM STEM ROUT]! L4• X 3/Y.� �1
'ipR OPT[RIAti AT -MC:( v/CD 1/4• z 119f (A?! SCREWS
yr NEX HEAn S:.Rcvs ,
TYTPICAL 9pTTT1Fl �tACKET
3 M.s.
5/tA•Y15/R'LAG LARGE MISSLE
Iil FAIN'STH.E ^SLAEV W PCR '
m�L" ,AxBnrAE�T IMPACT RESISTANT C SKIN AKn P1\
l� \DLL
'NERJHER( TWO misEr THREE cT) �s._1 ,� PRODUCT RENEWED
vEHTs E US sa SAC%, 1 as PRODUCT
with Ma Florida
Buldiny Coda
'18-0725.02
1 10/10/2023
- Expiration Dat�R
10 SABM K 22 W 2' CALY.' STEEL TRALT(/ '
CI 5/D• R-:BUSS) WAp: TIRt%SNF54 .DST' I3PMNAL VENT DE" BY
5/8'TRACK COOL WJVWL J - . ,g, 6 MiamFDad C, Product OnVO1
T AND IAT PER OR SP'F
KEr TRACK EAOUNiiNQ DETAIL (NO. z OR 6ETiER)
xu
ql\"7 1)00J�O.S �,,AL
FLL1FAF3At[T?ti
2(F//(yIy.
MODEL E55 OAK BURN17 k+ J
sHDR'E. WHO. FTASTI. AND OAE 8C )R 7'AN83-9
9Lr 4TA91 lT 9.4� DUC OS/ItJU � <PAYAC liSE49
18 ❑t�Yr SRC 214
1 jam 1 1 3
• • • • SPECIFICATIONC.1Yfi,NO
1-ALL COpp((��AtOM THE D*OR IS TRA♦1SFERRED TO THE VERTICAL TRACK',
FROM TFIE TRACK THE LOAD IS 'Rt*42FIRREO TO THE VERTICAL JABS.
THE HORI2ONTAL JAMS OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRES FROM THE DOOR • • • • •
Z �AC� VERTICAL JAMBS RI: YEMMAXiMUM DESIGN LOADS OF:
+230A t.ft,/FF & -271.4 J51M • • •
3. DWI AAIIARDWARE WALL M DESIGNEIX MANUFACTURED
AND ALiFff AIM ST7u4DA3*S AS 4W FORTH BY DASMA
4. DOOR SHALL BE •24 RA. (.C@16) MIN. EXTERIOR SKIN
ROLLED, F� BAKED ON' O YESTNI2 FINISH
5, p06N5•l�'� HIGH CONSTST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/e iTii TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTWG STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL.ENGIREER FOR WAND LOADS
INDICATED ON TDS DRAYM40 IN ADDMON TO OTHER LOADINGS
B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO ,ABRICATE DOOR PANELS UNDER THIS NOTICE' OF ACCFPTANC_E-
A MM6GIM OF 2 SpM-MEFL V-,a.L BE CUT FROM EACH COIL. AMID TENSILE
TESTED ACCORDING TO ASTM E-8 13Y A DADE COUNTY APPROVED LAB
SELECTED AND PAID N3Y THE L"UFACTURER. EVERY 3 MONTHS, 4 WES A
YEAR. THE MANUFACTURER SHALL MAR TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS YIERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACME R THXT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE -HALL BE USED TO MAKE DOOR -PANGS FOR DADE
CGUNTY Uh'Lc:t TrfLS NOTICE OF A.CCEFTANCE.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 18-0725.02
Enplration a e10/10/2023
By
MIamF-0 Product Control
INTERIOR OF GARAGE
--( MAX. VADTH 9V I-+--'
DESIGN LOADS
+Z30.O LBS/FT SEE NOTE 2
-Z71.4 LBS/FT .
: L : m r.
A2V GALV STEEL INTERIOR IMPACT LRINUEN FYANE
.033• fiALV STEEL EXTERIOR IMPACT VIEIILTV FRAME VI-3' 817E ON GLASS
�yE pLAS���
NO�N�E aok 24 6A. STEEL ➢MR SK)N
VIOV FRAX
5/16' OVERALL
1/e' CLEAR tMEALEO GLASS
A9T SOLUTTA PV8 RtTEILATER
KmA ACTR ANNEALED VIM
MAMEACTl81ED DY GUARDIAN
SIAREiaRD SE-19D
STRUCTURAL AaHrMVE
I. 3/16' X 1/2• SCREV - USED To 11,-64'
FASF.H THE STEEL EXTER100. RIPACT FRAN. 'FRAME iG
TAE STEEL i' SUMR 111PACT YO PA ERAS{i.
3. WINDO K FRAM SCREV - USED TO PASTEII IiLCRATIVE PLASTIC tlOI.DED
VINIDV FRAME TO THE ASSL-19LY
SECTL-A B-B IMPACT HRN DW RETAIL
NJ 4.
DLO
p Medi.z a d •11rne JliRrimR j
r4 34PACT GLILZ]NG FASTENER 7>ETi
Amyha — L-/0/0.07
• o / GLAZING MEETS ASTN, E1300-04
INTERMFDTATF �CFrT10N_ .L 4 ri
WOOD JAMB ATTACHMENT TO STRUCTLYRE
- r&W 1FSOBB:R OF IidM
,..Yx,,� ...Aa.,Nr; A• Fang ENDS Trlt-B zD' D.c: a .Era' 1DR8:�HEN7
(7 APART) At tP U.f:. ki Vd-
HILTI 3/4' X L�-3/4' KVIK-CON 7, =IIEVS STARTING 6' FROM ENDS, USE -PAIRS EF'
FASTENERS (3' APART) AT 8' D-^-. O 1/4' ENBEDMEM)
? X 6 VERTICAL JAMB ATiACHH_ENT la ran -90 1In'F �R)
EMBEID SI-EEVEDID) OR. USE FASTENED 3/4' HO.LOV C-90 1lLaCRE1IDS TR♦cTl P3' II,C, 0 1/4'
RLAGS AND DOLTS CAN BE COUNTERSUNK 7 OVIIIE A FLUSH MQINTINO a ACE.
RPREPARATTON DF WDO JAMBS THQA
CGNORETI
STRUCTURE STRUCTURE STRUCTURE �'S7wUC�N
1� HIN 2-3I J4' hiN -12' 'N v
zX6 UAMJI
MAX SIZE
ESIGN LOAD
+51.1 PSF
-50.3 PW
FRODUCUR.- rED
w ao�piyiD,'a'id'Ss8'b9im9
Ely
ibTNorCeb
IN6.564hor tC xad
IDWA tv v
NOA4
M eIDAK
\\\\ILt L9YA8A
4
o L:.�CCfyF
.�\CETVSF',
ri0 13U4$$�•
sTn�rE� os=
1•, _ ..LOLL
14' FLj�'/,A�rN� L}F4F`.Ff 11\111` a l
21A1�...�
iBd�n %B GAL N/11/D ORC�G B.ASLi
CIPODD TA OAL IRC-g50:-i�Q-21-G
I SER 2 OF J
Uo CLAss aN 1� adzes
.•.
•TA"Za t • • • •
BOOR
TRUT SF54444 ASED ON RECOMMENDED
HEI T
F 1 C11' IGURAON)
TOP
G
H
T
T
112"1
1
t
58"
76 1/2"
16"
34"
52"
70"
881/2"
•ei•
1/2"
y�
❑ N1
91
5 1/2"
13"
31"
49"
67"
85"
100 1/2"
1121/2"
10,
51/2"
16'
37"
58"
76"
94"
0 "
16"
34"
g8 X
;iv :
a8
' ti
21
1'
11'
51/2"
52"
70"
88"
10TI
124112'
""�r`�5�17_
:�1 q',1�`
�7i�
;59'a
cll�"-'
9��
3
il•3 `
12'
5 1/2"
16"
3T'
68'
79'
100"
118"
136 1/2"
43-1,'
-52
IT
5 1/2"
1 16"
37"
58"
76"
94"
112"
13V'
148 1 /2"
I P3 G_-
s_ j
'
37
58"
79"
100
121"
142"
14
51it
116"
1601/2"
I ABLE 2
iHE
OOR
IGHT
11M
9,6"
i� ilia
8' 6"
DOOR
TRACK ATTACHMENT
SPLICE
HE
7
27"
38"
c
46"
r
mming
N
S
` -
T
3"
14"
56"
68"
7 6"
27' 138"
46
_
56
68"
78' ,
-
-F,.
R8
81
3"
14
TINY
1
..
46"
56"
68`T
7 8"
1�[y
88"
1000"1,
9.'
9
3"
14"
2T'
38"
10'
3
14'
27"
36146'
56"
MP
68"
78'
j 68"
100"
112"
100"
110"
3
114'
27
38
46
56`
68"
78"
88"
124"
12'
13'
3°
3"
14"
14"
27"
2T'
38"
38"
38"
,4+.�66"
46"
1 46"
56"
56"
56"
68"
68"
68"
78"
78"
78"
88"
88"
188°
10/0�"
1100"
100"
110"
114"
109
i
114"
12Z'
122"
N-
122°
1.34'
134"
1
146"
136,
148"
160"
27"
ALL TRACK ATTACHMENT SPACING +/- 2- ALLOWED MATH SYP OR SPF NO. 2 OR BETTER ONLY
TART r- A
-- -
Section
Widih
(fr)
Pares Type
Center Siile Lccallon
(Measured from Left Edge)
1st
(In)
2st
(in)
3rd
(In)
8-10
Long
24.000
48.000
...4_
77-000
B'10
Head
24.625
48.000
71.375
73 000
812
Long
24.500
49,000
8' 2
Bead
25,125
49 000
72-M
8 n4 a
2 C58Q
9_ t0. 0_000
76�AW _`
8 W
Long
25.000
50.000
75.000
8'14
Bead
25.825
60,050
74.375
Long
e ie
25.500
51A00
76.500
8 '8
Bead
28.125
61 000
. 76 875
w;,� 9 z
tttirt •
'
w��°�
78.000
818
Lottg
26,000
62.000
8'19
'Bead
28.625
52000
77.375
8'119
Long
26.500
53.000
79.500
'"
53.000
78.875
_ Long
27.000
54.000
81.000
9'0
PRODUCT RENEWED
as complying with the Florida
Building Cade
NOA-No. 18-0725.02
expiration Dat•10/10/2023
mi-0a a Product Control
=aQvi�s
sompoum
L . 4414--
DEMON LOAD,16
+51A PSF
--5D.3 PSF
k' E
C�
>� s
f
LARGE MISSLE
DIPACT
"Ha a
,g
RESISTANCE
Eo
NO Q04Hb7'1
1 7Vt
"i
STATE OF
011
APVO-da:-M*bt-60r
�' D�
0 D
NO>+? - �
MLmri Vndutl Cared
B7�`
1a CMRIA6E'r Vint YWAV.IIRfAY
MGM V50 1�RQ'A^v8 (24 GA) IODO, 20A0
MODEL 90 � SOMMT" (24 GA) ILDO, END
6dO3SL, IANO, PLYNO. AM OAR 30A41flT FAi815
SS
IfAiYv nR
01 ovoln
9
ala>areT
m>;
iM
3 D 3