WS-17-1015WS 1-4 -101 5
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
1026 NE 91 Terrace
Miami Shores, FL 33138-
Owner Information
ermi
Permit NO. WS -4-17-1015
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit Status: APPROVED
Issue Date: 4/20/2017
Expiration: 10117/2017
Address
Parcel Number
1132050010310
Block: Lot:
Applicant
JOHANNA ROUSSEAUX
Phone
Cell
JOHANNA ROUSSEAUX
1026 NE 91 Terrace
MIAMI SHORES FL 33183-
(202)997-9121
1026 NE 91 Terrace
MIAMI SHORES FL 33183-
Contractor(s) Phone
GARAGE DOOR SOLUTIONS CORP (786)546-2879
CeII Phone
Valuation:
Total Sq Feet:
$ 1,140.00
0
Type of Work: REPLACE EXISTING GARAGE DOOR
No of Openings: 1
Additional Info: REPLACE EXISTING GARAGE DOOR
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Amount
$1.20
$2.00
$2.00
$0.40
$110.00
$9.00
$1.60
Total: $126.20
Pay Date Pay Type
Invoice # WS -4-17-63672
04/12/2017 Credit Card
04/20/2017 Credit Card
Amt Paid Amt Due
$ 50.00 $ 76.20
$ 76.20 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
1
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 r I i • VIT: I cetfy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructs ' n . . ons g. Fut ermor= ; I authorize the above-named contractor to do the work stated.
Au
orized
April 20, 2017
pelicant / Contractor / Agent
Building Department Copy
Date
April 20, 2017 1
i /Vc?
S-tleo -18/9
BUILDING
PERMIT APPLICATION
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 S-1 1
FBC20(t
Master Permit No. - t 015
RECEIVED
APR 12,7017
Sub Permit No.
ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
ED PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: / OR (a ` V v g j c J 2--r r
City: Miami Shores t� / County: Miami Dade �i Z- Zip: �3 3 / 3 7
Folio/Parcel#: r'! " 320J fr �1"0�% Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type:%% Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): T hQIX k2 o!!!. U e2( Phone#:
Address: /OGS iG7 A10. 91 051
City: a rUQdi7 1 She:,, --e ) State: fC Zip: 31.3
Tenant/Lessee Name:
Email:
Phone#:
CONTRACTOR: Company Name: `�,� POO/
:04.,i4 J 61/ Phone#: V 96—�.?ei
11� 6?c� �
Address: �I� � l�jC O���rO�
1 M oA
City: LCx�71 State: �� Zip--�/"
Qualifier Name: M 9/7 A • .4-7e=?) Phone#: %13'- 3-1/6"-a;9?
State Certification or Registration #: /393 Soo/ 130 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: U City: State: Zip:
f�J
Value of Work for this Permit: $ � f {G V Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Qair/Replace ❑ Demolition
% Q 1x 9 '
Description of Work: i er'le7Ce 'E' ,%S' -7r7 644rE��
I' (J
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ (1 ZO' O 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)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 not be approved and a reinspection fee will be charged.
Signature dLtA44Aitte6'-
OWNER or AGENT
The foregoing instrument was acknowledged before me this
3D day of 44e4 , 20 P9 , by
QnrtCZ 00Segw o is personally known to
me or who has produced R 8610 •y 34 (Q g 6 S Oas
identification and who did take an oath.
NOTARY PUBLIC: _
Sign: ittai"
Print: L D /A Rj�i
NOTARY PUBLIC
STATE OF FLORIDA
Comm# FF053361
Expires 11/2017
******************************* ****** ****
APPROVED BY
(Revised02/24/2014)
Signatu
The foregoing instrument was acknowledged before me this
ea day of Al_-i/'t , 20 /17 , by
�n aR J�q'{ who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
DAR iv el 6
NOTARY PUBLIC
STATE OF FLORIDA
Comm# FF053361
as
************************** *****fat***************************
Plans Examiner Zoning
Structural Review
Clerk
Notice to Owner — Workers' Com
p
IVliami 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:
Owner
State of Florida
County of Miami -Dade
The -go' : was acknowles _ before me this ► t aay of
By • I e I 1/ - /' who is personally known to me or has produced
O
—as identification.
YOLANDA RUBIO
Notary: r' ►fir NOTARY PUBLIC
STATE OF FLORIDA
Comm# FF053361
Expires 9/11/2017
.
•
•
•
•
• _•
ANIS 105
PERMIT #:
M ami Shcres Village
..
••
• ••• • ••
• • •
• •
• •
• • •
•
•• • •• ••
••• •••
• ••
• ••••
• •
• • • • ••••
•
•
• •�
•
•
••••
•
•••• • ••
• • •
•••• • •
•�
••••
RECEIVED
APR 127017
APPROVED
ZONING DEPT
BLDG DEPT
BY
d.....„,/
DATE
SUBJECT (0 CCMPLI'NCE WITH ALL FEDERAL
STATE -AND COUNT Y RULES AND REGULATIONS
L,J4C11.7 ri ad ti 3
els it a/771 S >_j PZ. 33/38
kle-e "/A) e)141;V e'xi -7 I e_
L
1
ENTREMATIC
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH EXPOSURE C
Notes:
EXPOSURE C
Door
Width
ft
Door
Height
ft
Mean
Roof
Height
Design Pressure
Positive
- psf
Negative
psf
t..-
' 7 :
•
,, 35.6.
. -44.7 t
9
715
35.3
44.0
16
7
33.8
-41.0
18
7
33.5
-40.4
8
7
36.1
-45.3
9
718
35.7
-44.6
16
7
34.2
-41.6
18
7
33.9
-41.0
8
7
36.5
-45.9
9
717
36.2
-45.2
16
7
34.7
-42.1
18
7
34.3
-41.5
8
7
37.0
-46.4
9
718
36.6
-45.8
16
7
35.1
-42.7
18
7
34.8
-42.0
8
7
37.4
-46.9
9
719
37.1
-46.3
16
7
35.5
-43.1
18
7
35.2
-42.5
8
7
37.8
-47.4
9
720
20
37.5
-48.8
16
7
33.1
35.9
-43.6
18
7
32.8
35.5
-43.0
8 •
7
37.5
38.2
-47.9
9
721
34.6
37.8
-47.3
16
7
33.1
36.2
-44.1
18
7
32.8
35.9
-43.4
8
7
37.8
38.6
-48.4
9
7
22
38.2
-47.7
16
7
36.6
-44.5
-43.7
18
7
32.8
36.3
-43.8
8
7
38.2
38.9
-48.9
9
7
23
38.6
-48.2
16
7
23
36.9
-44.9
18
7
32.8
36.6
-44.2
8
7
38.5
39.3
-49.3
9
724
34.6
38.9
-48.6
16
7
33.1
37.3
-45.3
18
7
32.8
36.9
-44.6
8
7
38.9
39.6
-49.7
9
7
25
39.3
-49.0
16
7
25
37.6
-45.7
18
7
32.8
37.3
-45.0
EXPOSURE C
Door
Width
ft
Door
Height
ft
Mean
Roof
Height
Design Pressure
Positive
psf
Negative
psf
8
8
35.2
-44.0
9
815
34.9
-43.4
16
8
33.4
-40.4
18
8
33.1
-39.7
8
8
35.7
-44.6
9
816
35.4
43.9
16
8
33.9
-40.9
18
8
33.6
-40.3
8
8
36.2
-45.1
9
817
35.8
-44.5
16
8
34.3
-41.4
18
8
34.0
-40.8
8
8
36.6
-45.7
9
818
36.3
-45.0
16
8
34.7
-41.9
18
8
34.4
-41.3
8
8
37.0
46.2
9
819
36.7
-45.6
16
8
35.1
-42.4
18
8
34.8
-41.8
8
8
37.4
-46.7
9
8
20
37.1
-46.1
16
8
33.1
35.5
-42.9
18 .1
8
32.8
35.2
-42.2
8
8
37.5
37.8
-47.2
9
821
34.6
37.5
-48.5
16
8
33.1
35.9
-43.3
18
8
32.8
35.5
-42.7
8
8
37.8
38.2
-47.7
9
8
22.
37.8
-47.0
16
8
33.1
36.2
-43.7
18
8
32.8
35.9
-43.1
8
8
38.2
38.5
-48.1
9
8
23
38.2
-47.4
16
8
33.1
36.6
-44.2
18
8
32.8
36.2
-43.5
8
8
38.5
38.9
-48.5
9
824
34.6
38.5
-47.9
16
8
33.1
36.9
-44.6
18
8
32.8
36.6
-43.9
8
8
38.9
39.2
-49.0
9
8
25
38.9
-48.3
16
8
33.1
37.2
-44.9
18
8
32.8
36.9
-44.3
EXPOSURE C
Door
Width
ft
Door
Height
ft
Mean
Roof
Height
Design Pressure
Positive
psf
Negative
psf
8
9
34.9
-43.4
9
915
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
35.4
-43.9
9
918
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8.
-39.1
8
9
35.8
-44.5
9
917
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
36.3
-45.0
9
918
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
,
9
36.7
-45.6
9
919
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
37.1
-46.1
9
9
20
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
37.5
-46.5
9
921
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
37.8
-47.0
9
9
22
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
38.2
-47.4
9
923
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
38.5
-47.9 .
9
924
34.6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
8
9
38.9
-48.3
9
925
34,6
-42.7
16
9
33.1
-39.7
18
9
32.8
-39.1
1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown.
3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II.
4) The design pressures assume the entire door's width Is in the end zone (zone 5) of the building.
5) Mostgarage door opening •wfj not 3located completely In zone 5. Therefore individual *�••■...�•
• ca culptiops 4l1 rpsu{t iMovser pressures. N •• •..
6)• For meat? rooM 8igltts Itss:titaD 16,0use 15' pressures.
7) tFys Talle is on$+to•besrsett ubconjurictlon with Amarr Garage Doors.
•• ••• •• • • • ••
X• * • • •
.o
co
•• • N
• • 4 •• 2 V
� W-LLJ.- t.♦ Z`I
• • • • • Eo • i• ^a
165 se Court • W-msn-aem, ri t0 S 1 North Carolina 27105 • �/ • RTA OP • •
••
www.amarr.com
Phone (336) 744-5100 • Fax (336) 744-5615 . i. , +� WSSf.+�•• s ; d
45
�-L° •• " r i 9�
'4 FL 2 mrsi
3
••• • • • • ••• •
• • • • • • ••
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • • • •
•
••• • • • ••• •
A
MIAMI-DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE. (NOA)
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.mi nmidade.eov/econom y
Amarr Garage Doors
125 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 & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up
to 9'-0" Wide (DP +51.1, -60.3 PSF)
APPROVAL DOCUMENT: Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by
Tomas L. Shelmerdine, 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, 3800 Greenway Circle, Lawrence,
Kansas, 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 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.
INSPECtION: 1 copy°of tfiscntue'NOA shall be provided to the user by the manufacturer or its distributors and -
shall be available far rnseeotion al tfia,,ob site at the request of the Building Official.
This N04 revdses44OA ;3105013.06 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted docatmantitation.was reviewed by Carlos M. Utrera, P.E.
. • .• • .
• ... . •.
• . •
...
• ..▪ .. • . .
. •
.
MIAMI-DADE COUNTY
APPROVED
... • • . . .
• . .. •
• . • ...
• . . . •• .
• ......
... • • • .
NOA No 15-0505.11
Expiration Date: September 4, 2018
Approval Date: July 16, 2015
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted underNOA # 13-0503.06"
1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24
GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 13-0503.06"
1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc.,
dated 06/11/2013, signed and sealed by David W. Johnson, P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B117, 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.
3. 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) Tensile Test per ASTM E8
5) Forced Entry Resistance Test per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R,
dated 04/02/2013, signed and sealed by David W. Johnson, P.E.
4. Test reports on I) 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
along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with
Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test
Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson,
P.E. "Submitted under NOA # 08-0718.01"
C. CALCULATIONS "Submitted under NOA # 13-0503.06"
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and
sealed by Thomas L. Shelmerdine, P.E.
2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted underNOA # 08-0718.01"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
tatgtngrit:le te>; orsode conformance to the 5th edition (2014) FBC and no financial interest
•. • jsietl 1jy $tiittura1$olutions, PA., dated 04/08/2015, signed and sealed b, Tomas L.
• • • • theMierdine, P:E.• •
• ... ... ...
• . . • .
• . • • ... • •
. • . .•
•
• .. . • .. . .
... . . • . •
... . . . . ... • •
. . . .
....
. .. .
• • . • • . . . .
• .. .. • . • .. ..
000 . . • 000 • •
E-1
oilogi ors
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4, 2018
Approval Date: July 16, 2015
1 10 1 1318
(Z-081-6056-3211
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$pECIFICATIONS AND 1401E5
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD TS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESKIN LOADS OF:
+230.0 LBS/FT 41 -271.4 LBS/FT
3. DOOR AND HARDWARE 1311 BE DESMMED, MANUFACTURED
AND INSTALLED PATH STANDAROS AS SET FORTH DY DASMA.
4. DOOR SECTIONS SHALL 02 24 DA. (.0218) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLTESTER FINISH
6. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
87 A RECISTRED PROFESSIONAL ENGINEER FOR WAND LOADS
INDICATED ON THIS DRAVANO IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
A !ANNUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, TIE MANUFACTURER SHALL MNL. TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY 001LS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SHALL 8E USED TO MAKE DOOR PANELS FOR DAOE
COUNTY UNDER 'THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRAM CONFIGURATIONS
N.T.S.
INTERIOR OF GARAGE
--► MAX. WIDTH 9'0' +--
DESIGN LOADS
+230.0 LBS/FT
-271.4 LBS/FT
111111111111
SEE NOTE 2
WOOD JAMB ATTACHMENT TO STRUCTURE
2 X 2 VERTICAI JAMB ATTACHMENT To VR10 FRAME S1R1ETIIRF
5/16' X 3' LAG SCREVS STARTIN00.�6'' FRCH ENDS THEN 20. 0.C. (t 1/2' EMBEDMENT)
I 1(7XK 17 XT 4'T STARTING 6; FR[X4 ENDF S THEN 24. 6C. C2 l/2' EMBEONERT/
HILTI SLEEVE ANCHOR 3/8' X 8-3/4' STARTING 6' FROM ENDS THE 18' CI.C. C1 1/4' EMBEDMENT)
I�TV/RAMSET REDHEADATTACHMENT C
(TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24. 0.G (2 1/2' EMBEDMENT)
SIMPSCB4 E1'X 3i 11 EN
R/4CEL,SCREWS STARTING 6' FROM ENDS, PAIRS OF FASTENERS
(3' APART) AT B' D.C. (1 1/2' E14BEANENT)
HILT! 1/4' X 2-3/4' KWIK-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS TY
FASTENERS C3' APART) A7 8' ILC. (1 1/4' EMBEDMENT)
2 X 6 VF TICAL JANE ATTACHMENT 10 1. ED C-90 BLOCK (2004 PSI GRm)i)
1111.11 SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM EDS THE 22' 0.C. (1 1/4'
EHIEDNENT) (OR, USE FASTENERS FOR HRLOV C-90 SUE*
*LAGS AND BOLTS CAH BE COUNTERSUNK TO PROVIDE A FLUSH NOUNTTNG SURFACE.
*REPARATION OF WOOD JAMBS BY OTHERS
1
kit
PE1l
1/2' 101
CONCRETE
STRUCTURE
\. it
STRUBLOCK
STRUCTURE
GROUTED14.
STRUCTURE REE
22-3� 1-0/2• MIN 4'
3 M114
LEY
RSDFIDR 1f 1E11308
DMI
00
A
MAW A=RC, MT88:6•P8I ICED
0841-N
913
UOTED 13ITC MO
10/Ll/8
ORD
MAX■SI
5 14'ZE
DESIGN LOADS
+51.1 P5f
-80.3 PSF
LARGE MISSLE
WADI
RESISTANCE
163 MAIM WORT VR8K0-14IE4. MC (7101 INVAWKRJX14
MOM 960 RUMOR (24 0A) 000. 2000
MODEL 085 OATC EMIT (24 04 1000. 2000
BRORT, LANG, BLUSH, AND OAK 8UM102 PANELS
52
0
2.02 IN 0U
LAI 01/11/10
MOS SY AAT
BATT 03/11/01
GAIR 11101"
RC -9509-180-21
8EEi 2 OF
1
TABLE 1
DOOR
HEIG!IT
STRUT SPACING (BASED ON RECOMMENDED
• SECTION CONFIGURATION)
TOP
•
•/1•
B
•C
•D
E
F
G
H
T
ard
40
40
Ng
attf
m
13'6"
21"
21"
21"
T r:
21"
18"
3 7"
68"
.
IMO"'IMOSt
EZiliWA
73.600
"`'Maya
781/2"
s1: "
i1..8'
18
2'i
12' 6"
21"
18"
18"
18"
18"
8'
5 1/2"
16"
34"
52"
70"
:`3fi7711
G�r,pp:1 d�,-,
3'Ci1.KG
MIN b
�;1.ti$
88 1/2"
4: v,.
X21
mo°DDo a - i
11' 6"
21"
21"
21"
18"
18"
8mu
9' '
5
13" 91
49"
67
8
tia
eA1S
100 1/2"
�,,�
�1'/j2'
an go
21"
21"
21"
Oft
,V411SIVINA
SWIM
10' •
5 11/21'
1�6"Niptt
76"
94"
9'6"KIiY11���
21"
1121/2"
188�""r
p7/8.8/7�6
11
21"
21"
mem � m
p M
K�1[
€ 4iiY.¢
tn.1,�1 a811"LL
rt14T37t
11' . r
z'
16"�gt,64
21"
70'
88"
108"
21"
124 1/2"
ti'1, ,
Mig.)
.T4144
Tlin'MOM
z
x
i
z.
attis
13014.
12
1/2"
18" .�37'
-5 &
79"
100"
118"
71��8"
?,K4
138 1/2"
AV/Wt
/
OV, TAX
0.
18"
',AVA6
3":
-. Q1.pira
1.'s4 j1'
13' ••t!112"
46"
18" 37"
58"
78"
94"
11Z'
130"
148 1/2"
Tokey.
NAM(
*VIM
VOZ
WI
Mt
Mmtfi
110114
14'
5 1/2"
16" 37"
58"
79"
100"
121"
142"
160 1/ '
TABLE 3
TABLE 2
DOOR
HEIGHT
SECTION HEIGHTS
Btm
#2
#3
#4
#5
#6
#7
#8
inig
WAS
ailf
ard
40
40
Ng
attf
m
13'6"
21"
21"
21"
21"
21"
18"
18"
21"
IMO"'IMOSt
EZiliWA
73.600
"`'Maya
f,1:$'
s1: "
i1..8'
18
2'i
12' 6"
21"
18"
18"
18"
18"
18"
18"
21"
` 1'�.�jI 1
i4 FjXJ�
4i2; ':
�"
t 11;
(.<::....H"yL
:`3fi7711
G�r,pp:1 d�,-,
3'Ci1.KG
MIN b
�;1.ti$
ee,jjO,y,
i31..tl�s
4: v,.
X21
mo°DDo a - i
11' 6"
21"
21"
21"
18"
18"
18"
21"
1J
1€-'1'41$I
62.015%I,MPOWDYgokft
8'
3"
tia
eA1S
Mi
10'6"
21"
21"
21"
21"
21"
21"
1 IMMO 1" a$`t-
SWIM
A Ifil
Rila+
t
w1»'
8'
MO
9'6"KIiY11���
21"
18"
188�""r
p7/8.8/7�6
18"
21"
21"
mem � m
p M
K�1[
€ 4iiY.¢
tn.1,�1 a811"LL
rt14T37t
'1U
.09;
8' 6"
21"
21"
21"
18"
21"
78"
MO=
Mig.)
ilist
Tlin'MOM
100"
7' 6"
18"
18"
: • 1 4•
18"
18"
M
i
1
71��8"
?,K4
6' 6"
21"
.18"
18"
21"
DOOR
HEIGHT
TRACK ATTACHMENT
SPLICE
A
B
C
D
E
F
G
H
1
JK
24.000 -
LMN
72.000
8',0
S
MOWN
48.000
1
SDI
SR
s store
10:
,i.
:AV,,anat
C
Long
i.�,
:
73.600
8'12
'
_e
7'
3"
14"
27"
38"
46",
-.56"
68"
Long
25.000
60.000
75.000
814
Bead
25.826
76"
74.376
Ma
WINO
/J�9r
mo°DDo a - i
815
Long
25.500
61.000 78.500
816
Bead
28.126
51.000 75.675
&'�• ,18,'sf'
is40,11. '
62.015%I,MPOWDYgokft
8'
3"
14"
27"
' 38"
46"
56"
68"
78"
'*$;'
( Stix
-427:014-343
1 IMMO 1" a$`t-
8'110
Long
88"
e
8'110
yy
WC
4M:
g
-3+NO
p7/8.8/7�6
111)M
Long
E
910
Bead
.1.Nif
9'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
W ..., ay„S^
- •
lis
: • 1 4•
Se
MR a
- R
le
10'
3":
14"
27"
38"
46"
56"
68"
78"
88"
100"
112"
11'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
124"
MN[�
AY
_ly`�'4.I
a
>,;7C
�
'`1 ,,
j(M��.i
t��t4]W
�'"Z:
r
'�.'���
:.6
ww
Nn A,
<Zx
:1�
']f. �
:;
�'
r
�
1 a
�
/I over
� f:�:`Y`
12'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
122"
136"
gga
' '
M7
VAI
Mi
gi
&..
,'�'
TM`
dog
AZ
13'
3"
14"
27"
3 '
46"
56"
68"
78"
88"
100"
114"
122"
134"
148"
�,`��y��'1j��
RC' 1.
��>�
tai
"
.''te•
}/h�,,
'..ri
¢�
ifk
'
.fi it
GXy,
i
WON
i'$
��yy���A1{��y1
+:tiit�..K
110 it
�1,5�'�ryy1
�}'.�F.L
k X
log
+S�1t 1,
1
�
4*
14'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
146"
160"
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SIP OR SPF NO. 2 OR BETTER ONLY
TABLE 4
Section
Width
(1)
Panel TYPe
Center Stile Location
(Measured from Left Edge)
1st
(In)
2st
(in)
3rd
(in)
8I0
Long
24.000 -
48.000
72.000
8',0
Bead
24.825
48.000
71.375
MM.
s store
' ow4,
Wm):Q0 v
:AV,,anat
8'12
Long
24.600
49.000
73.600
8'12
Bead
25.125
49.000
72.875
-VT8ki5it4
St4"88
0;Q011 ,
S1429x s
8'j4
Long
25.000
60.000
75.000
814
Bead
25.826
60.000
74.376
Ma
WINO
/J�9r
mo°DDo a - i
815
Long
25.500
61.000 78.500
816
Bead
28.126
51.000 75.675
&'�• ,18,'sf'
is40,11. '
62.015%I,MPOWDYgokft
8'l8
Long
28.000
62.000 78.000
818
Bead
28.626
62.000 77.375
'*$;'
( Stix
-427:014-343
1 IMMO 1" a$`t-
8'110
Long
26.500
63.000 79.500
8'110
27.125
53.00000y
�B�eyadd
p7/8.8/7�6
910
Long
27.000
64.000 81.000
910
Bead
27.825
64.000 80.375
imOOter &8VCl60
..o.Iprr..ria Is f102wo
A,Am.�c1Rs� , ,ff
Ily
PIOIRI COMM
MOM 0' MOO
0111
BY
A
ATRl00/1)97O7 au 1403. KG ire, DD
06-0-0)
01
•
UOta)Df6C210
WWI
MAX AXx 0114'7E
DESIGN LOADS
+51.1 PSF
-60.3 PSF
LA'
IMACT
RESISTANCE
a
165 CA2R1116E COM VI"1TOA-09LU1, KC. 27105 WVNNIIR.CD1
YODEL 000 HERITAGE (24 GA) 000, 2000
M001L 000 OAK SUMMIT (24 GA) 1000. 2000
SS00YT, LONG, PL030, atm OAK SUMMIT PANELS
8E
8
OM rr 04
NO 03/103
OMIRME
032 OMO/03
RC -509- 80-21
8013(33
1
GARAGE DOOR SOLUTIONS, CORP
April 14, 2017
State of Florida
County of Miami Dade
This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of
the project for the garage door installation work to be done for Johanna Oliver Rousseaux, Site address: 1026 Ne
91 St Terrace, Miami Shores FI 33138
Juan Matute will be the only person working on the project.
Sincerely,
Personally Know L/ -
Or Produced Identification
Type of Identification Produced
Print, Type or Stamp Name • N,dtary
YOL (\' RUBIO
NOTARY PUBLIC
STATE OF FLORIDA
Comm# FF053361
Expires 9/11/2017
Garage Door Solutions Corp
275 Fontainebleau Blvd, Suite #160A, Miami, Fl 33172 • Direct line: 786 546 2879. Office: 786 953 6581 • www.sarasedoorsolutionsmiami.com
JEFF ATWATER
CHIEF FINANICAL OFFICER
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 4/24/2017 EXPIRATION DATE: 4/24/2019
PERSON: MATUTE JUAN R SR
FEIN: 462446827
BUSINESS NAME AND ADDRESS:
GARAGE DOOR SOLUTIONS CORP
275 FONTAINEBLEAU BLVD, , 160A ,
MIAMI FL 33172
SCOPE OF BUSINESS OR TRADE:
Door and Window Installation 7
All Types 0 Residential and
Commercial
IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under
this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply
only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be
exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the
person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a
certificate at any time for failure of the person named on the certificate to meet the requirements of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609