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WS-19-16491� i
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue
Location Address Parcel Number
58 NW 98TH ST, Miami Shores, FL 33150 1131010330210
Contacts
Permit NO.: WS -07-19-1649
Permit Type: Windows/Shutters
Lo sawet tion: Window/Door Replacement
Expiration: 01/15/2020
ALBERTO RODRIGUE Owner ONE STOP PAVING Contractor
58 NW 98 ST, MIAMI SHORES, FL 33150 CARLOS M ACOSTA
Home: 7866551884 1463 NE 173 ST, N MIAMI BEACH, FL 33162
Business: 7862991354 carlosmarcia@yahoo.com
Ins e
Description: REPLACE (11) WINDOWS AND (1) DOOR Valuation: $ 6,000.00
InspeI52ction n Requests:
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$3.30
DCA Fee
$2.20
Education Surcharge
$1.20
Scanning Fee
$9.00
Technology Fee
$5.50
Windows/Shutters Fee
$170.00
Total:
$244.80
Payments
Date Paid Amt Paid
Total Fees
$244.80
Check # 2565
07/19/2019 $244.80
Amount Due:
$0.00
Building Department Copy
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, I authoriA the aboyle named contractor to do the work stated.
Authorized Signature: Owner / Applicant ntractor I Agent Date
I t
July 19, 2019 Page 2 of 2
Miami Shores Village c v
g JUL 18 201
Building Department
g
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
29UILDING ❑ ELECTRIC ❑ ROOFING
FBC 20)1 t��r
Master Permit No. `U� I k���
Sub Permit No.
❑ REVISION ❑ EXTENSION RENEWAL
F-] PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
OWNER: Name (Fee Simple Titleholder): -8�1L� D J - 120 C>eA Phone#: -? 6 b
Address: 155 Q w
CONTRACTOR
DRAWINGS
JOB ADDRESS:
�(�
o
0 Wy S
Tenant/Lessee Name:
City:
Miami Shores
County: Miami Dade Zip:
Scanning Fee $
Folio/Parcel#:
H -5101 -
0 33 - 02-0 Is the Building Historically Designated: Yes
NO
1-1--3 S �
Occupancy Type:
Load:
Construction Type: Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder): -8�1L� D J - 120 C>eA Phone#: -? 6 b
Address: 155 Q w
City: �)l _ S Wo ,-Q S•
State:
Zip: 3 3 1 'TD
Tenant/Lessee Name:
Phone#:
CCF $
Email: V- \ tc- 0-0 --n
Scanning Fee $
CONTRACTOR: Company Name:
yy\P S-�Qp ?6kU �wC .Phone#:
-78G ?5q 13 6-5
Address: u @�
1-1--3 S �
City: J'
State:
Zip:
G
-
Qualifier Name: S
sit Phone#:
TOTAL FEE NOW DUE $ 2-4q (go
State Certification or Registration #:
C CSC ,, I,.S 13-7101 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
Address:
City: State:
Zip:
Value of Work for this Permit: $
Goo . G v Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑
Alteration ❑ New Repair/Replace
❑ Demolition
Description of Work:
2 k '-•S; '. s; n' ry,,nM.Mi!ui
111 -- .-
..,w v.M<.4. +Y4.+F':'c:I•�
_.:a$'.eR..F.:ICIL1 KVaY•.. .y -.fix +J1ReY t
-. i
V 1A
�
Specify color of color thru tele ' g
;"�
SubmittalFee.$x
„e,a
�, •••,., ._-t�PermitFee$"""�
CCF $
" ; CO/CC�$b
Scanning Fee $
Radon Fee $
DBPR $
Notary $
Technology Fee $
Training/Education Fee $
Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $ 2-4q (go
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
3ay of11 L> ^ 2 20 ) 9 by
1T C —3- h 4vho is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: `
Print: X10
Seal: BARBAROSOBRINO
MY CPOMMI'-'=N # GG 296168
IRES: February 3, 2023
**********
APPROVED BY
(Revised02/24/2014)
Signature —'
CONTRACTOR
The foregoing instrument was acknowledged before me this
f
day of 20 l9 by
G—COS � who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Print:
a I pr --L 0
as
Seal: �;",v� BARBAROSOBRINO
�. MY COMMISSION # 0G 290168
r*17
WIRES: FebruW 3, 2023
. IV*d TMu Mk Unde�ohm
***************** *** * **********
Plans Examiner
Structural Review
Zoning
Clerk
t 47 OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
Property Address:
Owner
11-3101-033-0210
58 NW 98 ST
Miami Shores, FL 33150-1737
ALBERTO J RODRIGUEZ PEREZ
SANDRA V BUITRON VELASQUEZ
Mailing Address
58 NW 98 ST
MIAMI SHORES, FL 33150 USA
PA Primary Zone
Primary Land Use
Beds / Baths / Half
Floors
Living Units
0800 SGL FAMILY -1701-1900 SQ
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
2/1/0
1
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
1,515 Sq.Ft
Lot Size
7,650 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
Year
2019
2018 2017
Land Value
$176,986
$168,558 $168,558
Building Value
$113,625
$113,625 $105,444
XF Value
$743
$743 $743
Market Value
$291,354
$282,926 $274,745
$282,926' $274,745
Assessed Value
$291,354
Benefits Information
Benefit Type 2019 2018 2017
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 6 PB 10-39
LOT 8 E1/2 OF LOT 9 BLK 129
LOT SIZE 75.000 X 102
OR 20182-1341 01 2002 1
Generated On : 7/16/2019
Taxable Value Information
2019
2018
2017
County
Exemption Value
$0
$01$0
Taxable Value 1
$291,3541
$282,9261
$274,745
School Board
Exemption Value
$0
$01$0
Taxable Value
$291,3541
$282,926
$274,745
City
Exemption Value
$0
$0
$0
Taxable Value
$291,354
$282,9261
$274,745
Regional
Exemption Value
$0
$0
$0
Taxable Value
$291,354
$282,926
$274,745
Sales Information
Previous OR Book -
Price
Qualification Description
Sale Pae
9
Qual by exam of deed
03/12/2019
$425,000
31372-0795
Corrective, tax or QCD; min
11/09/2017
$100
30757-0494
consideration
Corrective, tax or QCD; min
11/12/2014
$100
29397-4931
consideration
Corrective, tax or QCD; min
05/14/2013
$0
28671-2305
consideration
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp
Version:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
06/03 ;oIq
l
Qualifier/Owner Signature Date
Am,;,c2T-o J. fgoD Rc6 vEZ
Print Name
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
0 Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
Revised on 7/22/2009;11/17/2014
SPECIFIED ON THE PRODUCT APPROVAL.
One
Paving Inc.
TO' PROJECT:
NAME: NAME:
ADDRESS: ADDRESS: ---
PHONE:
FAX: DATE_
70
0
f
DATE:
BARBAROSOBRINO
My COMMISSION # GG 296168
EXPIRES: Fe
bruary 3. 202-3
Thru Notary pubUc WWW*yUm
Notice to Owner — Workers' Com
M iami Shores V iiiage
Building Department
10050 N.E.2nd.Avenue
Miami Shores, Florida 33138
Tel: (305) 7952201
Fax: (305) 756.8972
nsation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.0
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:
I. 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 revolted 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 SIGNUING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: _
er
State of Florida
County of Miami -made
The foregoing was acknowledge before me this 15 day of _ 20 �l
By p �bCv� L who is e or has produced
as identification.
<"" ..' •. BARBARO S06RIN0 —
., *; W COMMISSION # GG 296168
;�. "' EXPIRES: Febn�ary 3,2M
SEAL:, BonAedTlxuNoteryp�
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M IAM I-MIAMI-DADE COUNTY
NMI PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
(ES Windows LLC_j
3550 NW 49' Street
Miami, FL 33142
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: Series "5000 ' Outswing Aluminum. Casement Window— L. M. I.
APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw.
(L.M.I.)", sheets I through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla,
Colombia, model/series, and following statement: "Miami-Dade County Product Control Approved", unless
otherwise noted herein.
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: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors aadektLIl-be-aiCaWe:f%lAspection at the job site at the request of the Building Official.
This NOAsevisexand iebeivs:03 15-0129.05 and consists of this page I and evidence pages E-1 and
E-2, as weU.& 4pft4at document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
Mu►ME co ' . 5'�No. 48-0116:04
i 7kipiration`Wfe: April 03; 2023
Approval Date: February 22; 2018
Page 1
41
ES Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0419. 01)
2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411
3.2.1, TAS 202-94 and per ASTM F 588-07
along with marked -up drawings and installation diagram of series 5000 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0419.01)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411
3.2.1, TAS 202-94 and per ASTM F 588-04
along with marked -up drawings and installation diagram of series 5000 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 08-0204.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. .. CTlazingcornp4el vikh ASTM E1300-09
• . .qc
.........
. .......•
.. ... .. . . . ..
Manue r P.E.
... Product Cont I E miner
. NOA No. -0116.04
• Expiration Date: April 03 2023
' ' • Approval Date: February 22, 2018
E-1
4,
ES Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5`h Edition (2014), and of no
financial interest, dated October 27, 2014, issued by A1-Farooq -Corporation, signed
and sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued
by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0419. 01)
3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration
Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 08-0204.05)
G. OTHERS
1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series
"S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and
expiring on 04/03/18.
......
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Manuel Per , P.
Product Control Ex min r
NOA No. 18- .04
Expiration Date: April 03, 2023
Approval Date: February 22, 2018
ES Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th
Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series
"5000" Outswing Aluminum Casement Window - L.M.I., approved on 05/14/15 and
expiring on 04/03/18.
.. ...
.. ...
. .
..
.
.
. . ..
. . ..
.. ...
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E-3
Manuel Pep64 P E.
Product Controlam' er
NOA No. 18 6.04
Expiration Date: April 03, 2023
Approval Date: February 22, 2018
55
57
n
54
CAM LOCKS
(2) LOCKING POINTS
ALL SIZES
SERIES 5000
ALUMINUM OUTSWING CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
v
APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE
COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100
FIXED WINDOWS USING MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW
OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE REVIEWED BY BUILDING OFFICIAL.
SURFACE APPLIED
FALSE MUNTINS� 3"
OPTIONAL 4
D
5
N
MULTI POINT LOCK
m LOCKING POINTS_
30"\ Z SEE CHART
D.L OPG ONO. OF
35 1/4' U
WDW.
HEIGHT KEEPERS
UP
AT SASH
VENT WIDTH 26" 2
37" 40" 3
WINDOW WIDTH 52" 4
76" 5
SINGLE (X)
TYPICAL ELEVATIONS
•
II /
• • •
/ II
n /
•
/ E
� 5
O
\ II
\ II
••••••
\ I I
• •
•
, II
THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE
B II \
SHUTTERS ARE NOT REQUIRED. • • •
x \
w
JJ
\ II
1�
II
II \
B „ \
I
APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE
COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100
FIXED WINDOWS USING MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW
OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE REVIEWED BY BUILDING OFFICIAL.
SURFACE APPLIED
FALSE MUNTINS� 3"
OPTIONAL 4
D
5
N
MULTI POINT LOCK
m LOCKING POINTS_
30"\ Z SEE CHART
D.L OPG ONO. OF
35 1/4' U
WDW.
HEIGHT KEEPERS
UP
AT SASH
VENT WIDTH 26" 2
37" 40" 3
WINDOW WIDTH 52" 4
76" 5
SINGLE (X)
TYPICAL ELEVATIONS
30 5/8" 30 5/8'
D.L. OPG D.L. OPG cxOi
35 7/8" 35 7/8'
ENT WIDTH VENT WIDTH
74"
WINDOW WIDTH
DOUBLE (XX)
•
II /
• • •
/ II
/ II
•
/ E
� 5
O
\ II
\ II
••••••
\ I I
• •
•
II \
THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE
B II \
30 5/8" 30 5/8'
D.L. OPG D.L. OPG cxOi
35 7/8" 35 7/8'
ENT WIDTH VENT WIDTH
74"
WINDOW WIDTH
DOUBLE (XX)
PRODUCT REVISED
W o pjyiM with the Fbrida
8ai1d'&Codc IS-�iI "04-
EAcceptance No 23
tion Dau
By I,
NRsani Dade Product
Z q r
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IL N
m
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\``\t\11111111111'' � • •
"v Le •
. 0582
A OF�({�`: dAr�awipng nop.
•
• • •
• • •
•
••••••
••
• •
•
•
THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE
IMPACT.
SHUTTERS ARE NOT REQUIRED. • • •
PRODUCT REVISED
W o pjyiM with the Fbrida
8ai1d'&Codc IS-�iI "04-
EAcceptance No 23
tion Dau
By I,
NRsani Dade Product
Z q r
0k q
°`
IL N
m
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\``\t\11111111111'' � • •
"v Le •
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O
m
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Q h J
F W N
¢0�`6
J � O
oy^
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paca
Qz
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Qbg�
D
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n
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-I W
c a N
S 0 M N
O M
Z 3
3 z
(A N Q J
L1JM Lo
f
••
•
• • •
•• • ••• y yy
C C •
• c
•••••• ow ofo •
• • • • : • ,
NOTE: •••••• • ° Y � I
GLASS CAPACITIES ON THIS SHEETe�2 • • • • • 1
BASED ON ASTM E1300-09 (3 SE GUST* • ! t
AND FLORIDA BUILDING COMMISSIO* • • • • o a Q R o
DECLARATORY STATEMENT DCA05-D€C-,2j%•
• • • i o •
• •
PRODUCT REVISED `�`1A1111111 ////7/ ••
as complyirrd, �vidt t6c FlotiM
Buildvg Cude �,j"V''•, �I4
Acaplancc 1Jo i ' �(i�• a� •i i 14
E nation Date i
M.ta 4r PraiOcl : : Ltf _ o
T OF drawing no.
2 2
W089 08
DESIGN LOAD CAPACITY -PSP FOR (X) SIZES
WITH CAM LOCKS iPDiDORS 1NTH AfULT! POINT IACIC
GLASS TYPES GLASS TYPE GId35 TYPES CLASS TYPES
WINDOW DIMS. A. B. C, D, E, F 'B' 'C', 'D', 'E', 'F'
WIDTH HEIGHT lM.(+) 1M.(-) qlT.(+) 1M.(-) IXT.(+) 1M.(-) E%T.(+) 1M.(-)
79-1/8' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
2e-1/2• 26, 85.0 es.o as.o 85.0 90.0 90.0 90.0 90.0
37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
42' 85.0 BS.O 85.0 86.0 90.0 00.0 90.0 90.0
85.0 85.0 85.0 89.0 90.0 90.0 90.0 90.0
28-1/2' 38-3/8" 85.0 55.0 85.0 8510 90.0 90.0 90.0 90.0
77' 85.0 85,0 a5.0 88.0 90.0 90.0 90.0 90,0
42' 85.0 83.0 88,0 85.0 90.0 90.0 90.0 90.0
19-i/B• 8
5.0 83.D 55.0 85.0 90.0 90.0 90.0 90.0
26-1/2, Bs.D 85.0 $5.0 85.0 90.0 90.0 90.0 90.0 50-5/8'
85.0 89.0 85.0 85.0 90.0 90.0 90.0 90.0
42` 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
19 83.0 83.0 85.0 85.0 00.0 90.0 80.0 90.0
2a-1/2' 63, 65.0 85.0 95.0 85.0 90.0 90.0 8010 90.0
37' 8510 85.0 85.0 85.0 80.0 90.0 90.0 90.0
42" 90.0 90.0
19-1/8' 90.0 90.0
28-1/2' 74-1/4` - - - - - 90.0 90.0
37' 90.0 90.0
i9-1/6' - - - 90.0 90.0
36' - - - - - - 85.4 85.4
24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90,0
36' �" 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 80.0
42' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' $4, 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
40'
55.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
a2' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
24' 85.0 85.0 85.0 85.0 90.0 _ 90.0 80.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' B5.0 BS.O 65.0 85.0 90.0 90.0 90.0 90.0
36' 85.0 83.0 85.0 85.0 90.0 A0.0 90.0 90.0
40` - - - - 80.0 90.0
42' - - - - - - 90.0 90.0
24' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0
28" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
32' 86" 85.0 88.0 85.0 85.0 80.0 90.0 90.0 90.0
36' - - - - - - 90.0 90.0
40" - - 90.0 90.0
24" - - - - - 90.0 90.0
28` 72, - - - - - - 90.0 90.0
32' - 90.0 90.0
36"
2{'
28' 78
,
32'
36'
DESIGN LOAD CAPACITY - PSF FOR (%X) SIZES
1(11'8 CAN DOCKS WINDOWS 1lITE Mi7LT7 POINT LOCK
GLASS TYPES CLASS TYPE GLASS TYPES GLASS TYPES
WINDOW DAIS. A. 8, C. D. E, F 'A' 'B' 'C' 'p' •g' 'p'
WIDTH HEIGHT EM.(+) 1M.(-) FM.(+) iM.(-) IXf.(+) 1M.(-) IXT.(+) 1M.(-)
37' 28' 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0
53-1/8' 85.0 85.0 BS.O 65.0 00.0 90.0 00.0 90.0
}7' 85.0 85.0 85.0 85.0 80.0 90.0 90.0 80.0
53-1/8' 38-3 a5.0 83.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
84' 85.0 85.0 B5.0 85.0 90.0 90.0 90.D 90.0
J7' 83.0 85.0 aS.O 65.0 90.0 90.0 90.0 90.0
8}-1/8' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0
SO -5/8"
74' 85.0 85.0 85.0 85.0 90.0 80.0 8D.0 90.0
64' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
37' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
SS -t/8` 83, 79.6 79.6 79.8 79.6 79.6 79.6 79.8 79.8
74' 67.4 61.4 61.4 61.4 61.4 61.4 67.4 81.4
58.5 58.5
J7" - 88.8 68.6
s3 -1/B' 74-1/4` - - - - 47.8 47.6
74• 38.0 38.0
37' - - 62.0 62.0
53-1/8' 76` _ 44.7 44.J
74' 33.4 33.{
48" 85.0 85.0 85.0 85.0 90.0 90.0_ 90.0 90.0
56' 85.0 85.0 85.0 85.0 9D.0 90.0 90.0 90.0
84' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0
72• Q.
8C`
84`
85.0 &5.0 85.0 85.0 90.0 90.0 90.0
90.0
85.0 85.0 85.0 85.0 80.0 90.0 90.0
90.0
85,0 85.0 85.0 85,0 90.0 90.0 90.0
90.0
48"
56'
84`
72"
BC'
B4'
54'
85.0
85.0
85.0
85.0
90.0
90.0
90.0
90.0
65.0 85.0 85.0 85.0 90.0 90.0 90.0
90.0
85.0 85.0 85.0 85.0 B0.0 90.0 90.0
90.0
85.0 85.0 65.0 65.0 B0.0 90.0 80.0
90.0
85.0 85.0 85.0 85.0 90.0 90.0 90.0
90.0
85.0 85.0 85.0 85.0 90.0 90.0 90.0
90.0
4B"
56'
84`
72'
80`
84'
60'
85.0
85.0
85.0
85.0
90.0
90.0
40.0
90.0
85.0 85.0 85.0 85.0 88.9 86.9 88.9
88.8
80.0 80.0 80.0 80.0 80.0 80.0 80.0
80.0
73.5 73.5 73.5 73.5 73.5 73.5 73.5
73.5
- - - - - - 68.7
66.7
- - - - - - 66.8
66.8
48°
56"
84'
72'
80`
86'
75.2
75.2
75.2
75.2
75.2
75.2
75.2
75.2
65.7 65.7 65.7 65.7 65.7 85.7 65.7
65.7
58.9 56.8 58.9 58.9 58.9 58.9 58.9
58.9
- - - - - 53.8
53.8
- - - - - 49.9
49.9
46"
56'
84'
72'
72"
-
-
-
s7.a
57.a
50.0
50.0
- - - - - 44.6
44.8
- - - - - 40.6
40.6
48"
58'
64'
72'
76'
_
_
_
48.6
48.6
_ _42.}
42.3
- - - - 37.6
37.6
34.1
34.1
O
m
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Q h J
F W N
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D
N
n
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-I W
c a N
S 0 M N
O M
Z 3
3 z
(A N Q J
L1JM Lo
f
••
•
• • •
•• • ••• y yy
C C •
• c
•••••• ow ofo •
• • • • : • ,
NOTE: •••••• • ° Y � I
GLASS CAPACITIES ON THIS SHEETe�2 • • • • • 1
BASED ON ASTM E1300-09 (3 SE GUST* • ! t
AND FLORIDA BUILDING COMMISSIO* • • • • o a Q R o
DECLARATORY STATEMENT DCA05-D€C-,2j%•
• • • i o •
• •
PRODUCT REVISED `�`1A1111111 ////7/ ••
as complyirrd, �vidt t6c FlotiM
Buildvg Cude �,j"V''•, �I4
Acaplancc 1Jo i ' �(i�• a� •i i 14
E nation Date i
M.ta 4r PraiOcl : : Ltf _ o
T OF drawing no.
2 2
W089 08
DESIGN LOAD CAPACITY -PSP FOR (X) SIZES
WITH CAM LOCKS iPDiDORS 1NTH AfULT! POINT IACIC
GLASS TYPES GLASS TYPE GId35 TYPES CLASS TYPES
WINDOW DIMS. A. B. C, D, E, F 'B' 'C', 'D', 'E', 'F'
WIDTH HEIGHT lM.(+) 1M.(-) qlT.(+) 1M.(-) IXT.(+) 1M.(-) E%T.(+) 1M.(-)
79-1/8' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
2e-1/2• 26, 85.0 es.o as.o 85.0 90.0 90.0 90.0 90.0
37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
42' 85.0 BS.O 85.0 86.0 90.0 00.0 90.0 90.0
85.0 85.0 85.0 89.0 90.0 90.0 90.0 90.0
28-1/2' 38-3/8" 85.0 55.0 85.0 8510 90.0 90.0 90.0 90.0
77' 85.0 85,0 a5.0 88.0 90.0 90.0 90.0 90,0
42' 85.0 83.0 88,0 85.0 90.0 90.0 90.0 90.0
19-i/B• 8
5.0 83.D 55.0 85.0 90.0 90.0 90.0 90.0
26-1/2, Bs.D 85.0 $5.0 85.0 90.0 90.0 90.0 90.0 50-5/8'
85.0 89.0 85.0 85.0 90.0 90.0 90.0 90.0
42` 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
19 83.0 83.0 85.0 85.0 00.0 90.0 80.0 90.0
2a-1/2' 63, 65.0 85.0 95.0 85.0 90.0 90.0 8010 90.0
37' 8510 85.0 85.0 85.0 80.0 90.0 90.0 90.0
42" 90.0 90.0
19-1/8' 90.0 90.0
28-1/2' 74-1/4` - - - - - 90.0 90.0
37' 90.0 90.0
i9-1/6' - - - 90.0 90.0
36' - - - - - - 85.4 85.4
24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90,0
36' �" 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 80.0
42' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' $4, 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0
36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
40'
55.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
a2' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0
24' 85.0 85.0 85.0 85.0 90.0 _ 90.0 80.0 90.0
28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
32' B5.0 BS.O 65.0 85.0 90.0 90.0 90.0 90.0
36' 85.0 83.0 85.0 85.0 90.0 A0.0 90.0 90.0
40` - - - - 80.0 90.0
42' - - - - - - 90.0 90.0
24' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0
28" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
32' 86" 85.0 88.0 85.0 85.0 80.0 90.0 90.0 90.0
36' - - - - - - 90.0 90.0
40" - - 90.0 90.0
24" - - - - - 90.0 90.0
28` 72, - - - - - - 90.0 90.0
32' - 90.0 90.0
36"
2{'
28' 78
,
32'
36'
DESIGN LOAD CAPACITY - PSF FOR (%X) SIZES
1(11'8 CAN DOCKS WINDOWS 1lITE Mi7LT7 POINT LOCK
GLASS TYPES CLASS TYPE GLASS TYPES GLASS TYPES
WINDOW DAIS. A. 8, C. D. E, F 'A' 'B' 'C' 'p' •g' 'p'
WIDTH HEIGHT EM.(+) 1M.(-) FM.(+) iM.(-) IXf.(+) 1M.(-) IXT.(+) 1M.(-)
37' 28' 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0
53-1/8' 85.0 85.0 BS.O 65.0 00.0 90.0 00.0 90.0
}7' 85.0 85.0 85.0 85.0 80.0 90.0 90.0 80.0
53-1/8' 38-3 a5.0 83.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
84' 85.0 85.0 B5.0 85.0 90.0 90.0 90.D 90.0
J7' 83.0 85.0 aS.O 65.0 90.0 90.0 90.0 90.0
8}-1/8' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0
SO -5/8"
74' 85.0 85.0 85.0 85.0 90.0 80.0 8D.0 90.0
64' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0
37' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0
SS -t/8` 83, 79.6 79.6 79.8 79.6 79.6 79.6 79.8 79.8
74' 67.4 61.4 61.4 61.4 61.4 61.4 67.4 81.4
58.5 58.5
J7" - 88.8 68.6
s3 -1/B' 74-1/4` - - - - 47.8 47.6
74• 38.0 38.0
37' - - 62.0 62.0
53-1/8' 76` _ 44.7 44.J
74' 33.4 33.{
48" 85.0 85.0 85.0 85.0 90.0 90.0_ 90.0 90.0
56' 85.0 85.0 85.0 85.0 9D.0 90.0 90.0 90.0
84' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0
72• Q.
I
0
1/8' HEAT STREN'D GLASS
090" Interlayer
oifol PV8
'kuraray America, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
DOW CORNING 795/983
j
1/4" AIR SPACE
\
" HEAT STREN'D CLASS
090" Interlayer
TroaifoI PVB
By kuraray America, Inc.'
1/8' HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983
1-1
1/8" HEAT STREMD GLASS
090" Interlayer
SentryGlas
By 'Kuroray America, Inc.'
r-1/8" HEAT STREN'D GLASS
ISILICONE
FDOW CORNING 795/983
5/32" HEAT STREWD GLASS
090" Interlayer
SentryGlas
By 'Kurcray America, Inc.'
1/8" HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983
i
795
ALT. GLAZING OPTION
THESE GLAZING STOP CAN BE USED WITH
GLASS TYPES 'A', 'B', 'C' & V.
5/32" HEAT STREN'D GLASS
OR
5/32" TEMP. GLASS
1/4" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090' Interlayer
Trosifol PVB
CBy 'kuraray America, Inc.'
5/32" HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983 9:
5 F
i
I
o q�
M J
0Rfl-
z
o
Cr
4AT
0
0/4 POINTSON LITES 0rD1
R THAN 36' Q W dot f
SETTING BLOCKS AT LAM. GLASS O
NOTCH GLAZING BEAD LEG
TO CLEAR BLOCKS
v N
I
3 m
5/32" HEAT STREN'D GLASS
W
OR
5/32" TEMP. GLASS
1/4" AIR SPACE
\
J w
1/8" HEAT STREN'D. GLASS
090' Interlayer
SentryGlas
O jl
0 r7
By 'Kuroray America, Inc.'
Z 3
5/32" HEAT STREN'D GLASS
�' Z
SILICONE
!n S v
rDOW CORNING 795/983
"�'
LJ M Fr
v� u1 II �• • 1
li Ii I • • •
iD D I TU 1013 �I it II l • • • • • 1
l I II II
000000
26 •
II'rT•r�•^(�ur�VT,.,I� 26 26
lel ••••••
AT V/g :;IIS ALL SIZES •
GLASS TYPE 'D' GLASS TYPE 'EGLASS TYPE 'F' SETTING BLOCKS AT�ISSU • SAM. G ASS • •
NOTCH GLAZING BEEHADD LEG
GLAZING OPTIONS TO CLEAR BLOCKS • •. 0•
• • •
PROD(1CT REVISED tt111i 11 llrrry ••
- usmplykt9 irh the Fie" \\� ' FA �.(�� e,
Buiidmg Code\\ �.1 +•..... ��i
NOTE: L/4" AIR SPACE CONS[5TIN . OF• A
TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER: E PPt, 'O ! Q ''•.
EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 'HELIMA' LOW PROFILE ALUMINUM SPACER By S�
BY 'LINGERMANN GMBH' Miemi ode product
AROUND THE PERIMETER OF THE GLASS. •:749`
P RIMEL R S A ANT: , O •.•
SILICONE-- �1 •� 1,._
DOW CORNING 791 L_„ t i �- �� P. • �\
GE 2000 '�2rs�®iltl�tl��``
_ 1
drawing no.
W08-08
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
EDGE METAL
neer STRUCTURE
M
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL
SEE ELEV. FOR
MIAMI—RADE COUNTY APPROVED
MULLION d: MULLION ANCHORS
SEE SEPARATE NOA
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM 70 THE BUILDING STRUCTURE.
TERLOCK
TYPICAL ANCHORS
EDGE DIST. SEE ELEV. FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" D A ULTRACON BY COQ (Fu -177 KSI, FY -155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • •
(3) THREADS MIN, PENETRATION BEYOND SUBSTRATE • •
ALUMINUM: 1/8" THK. MIN. (6063 -TS MIN.) • • • ••
STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) •• •
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR gWl'ii) • •
•
TYPICAL D DISTAN • • • • • w
INTO CONCRETE AND MASONRY = 2-1/2" MIN. ..*o
•++
INTO CONCRETE - 1-1/2" MIN. (INTERIOR ANMORS•A+T•MULL Cty'�
INTO WOOD STRUCTURE = 11/16" MIN.
INTO METAL STRUCTURE = 11/16" MIN. • • • • • •
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • • • • t
CONCRETE AT HEAD, SILL OR JAMBS Fc - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS V. - 2001= ASR j�lA
PRODUCT RFVISED \J\N�1n11•�T7T/
as cpnplyitggtuhthe Florida ����`g Pa®,•,,,..
Duildhtg Code ,DIi%•04— T g'BNS
AcC�ptaatx A1n � �t
E piretion Dale _ �'
B
y Product .9 . .
MT t
OF
drawing no.
W08-08
3/16' MAX.
SHIM
©
O
1/4" MAX.
© 54
�u
�
Z m
49 45 SHIM
�I
3 18
1 BYS6
t1NOOD BUCKS
S
C a •
-�
TYPICAL ANCHORS
SEE ELEV.
15 51
: ,.:
4660
,
59 CAM
Q Z
a s
FOR SPACING
S.
qo.".0
2
o
--------- SCREEN OPT---
1
1. 1/4"
µCI
V+gµje�ml
Sin
g�Z°a
6
TYPICAL ANCHORS w
SEE
N = O
14
9 13
a
52
50
4
v FOR SPACING
Q W O 6
METALT
STRUCTURE
18
EXTERIOR
0.1- OPG.
7
4
7
6L i N $
Sol
Q W
VENT WIDTH
MULTI POINT LOCK OPTION
CAM LOCKS OPTION
WINDOW WIDTH
v°pi
SINGLE VENT WINDOWS
3
m
g
�xx
Qg
1/4' SHIM
MAX.
©
O
V1
V)
M
BY WOOD BUCK
3
1/4" MAX'
SHIMS
Z_ 3�
W D STRUCT E
16
37
15
a
Q
Q
1/2"
SCREEN OPT.-___
---------" --"----
° TYPICAL ANCHORS
SEE ELEV. FOR SPACING •
1
W
1
v
.. _...
w o
:1 1 4'
•
o
� �
•
6
w •••••
• o
� ED
•
TYPICAL ANCHORS t 4
SEE ELEV.
9 13
16
g
D.L OPG.
7
36
EXTERIOR OPG. DL.L.
• • • • •
• •'•
` i
•
FOR SPACING
-
• • • • •
• i
g a
• ;
VENT WIDTH
VENT WIDTH
•
•
WINDOW WIDTH
•
• • r •.0
cdnES�
0
° v
- -
. oda
w
DUAL VENT WINDOWS �••••• •
�111111tI ••
�Y/i� •
PRODUCTREVISED
ea cemPlYtnB with The P odit �```��-_v1 �• �/�
o
•
Boldins Code 1$•01 (0• . S
No �
'.\T
Acceptance ,
E. ' anon Date 0592
_
By Product
Miami
v
°
dr0wing no.
ATE OF �.((/�+
sheet 5 of10
NAL
�irll11j111�11
H.IV
TYPICAL ANCHORS TYPICAL ANCHORS 0
SEE ELEVS. FOR SPACING ELEV. FOR SPACING I
Z q j
LSEE
MIAMI-DARE COUNTY APPROVEDOSTRUCTURE MULLION k MULLION ANCHORS H W
°EDC DIST SEE SEPARATE NOA Z
EDGE 0 6 7
I DIST. A
fYi U
I N
7HR"S
ALT. TYPICAL ASEE ELEV. FOR Q
n
I
a �
3 _
z
© ,m
001
� � n
ALT. Z
o SHIMS 53
a • • • •
s ?i�3Zo�
�Q
1 1/4" 04 1
00 0 064
.0000•• 9
U _
••
1
• 0 a i- �Qf
8 0000•• _ ggo• •'
0000
0000 • g z g •
• •
0000•• • •
• • •
B /TYPICAL ANCHORS • • • 0 • c
ALT. SEE ELEV. FOR SPACING 4 0
tE
•0000•2,9 61
53
a • • • • ` o u a • a
•
I PRODUCI'REVISFD IIIIUIII///� •
_ with tFie F7aiAa /,� •
Amptance No 3: GENy -• ;"fJ �i •� ^� o
E Tnreliao Dat •
By
... _ v ' N-tiaroi de Product
TYPICAL ANCHORS STATE OF.l(/`� drawing
no.
SEE ELEV. FOR SPACING
EDGE DIST. +�-V L 7L, f20R50�'.••' ��
INSTALLATION DETAILS WITH FLUSH FRAME AD PTFT; % • •• W08—O8
%l®NA7..1`A� sheet 6 of 10
FRAME
VENT
SNUBBER
329
.837
.803 ,050
.837 L
GLAZING STOP (LAM. GLASS)
.135-y
.80� 3 I ,050
,083-1
toe
GLAZING STOP (INSUL. LAM. GLASS)
T — —
., 47
-I I ���^-.328
.80} 062 .543 tl ltl
7 11�.250
.837 F -
10C 11A
GLAZING STOP (LAM. GLASS) GLAZING WEDGE
IMPOST 1.000 1.000
.338 I
1.030
.125 ,125 .125
3.000 3.000
1.844
.188
.338
794
1 X 3 1 X 3
IMPOST STIFFENER 23 CUSTOM MULLION 23A STD. MULLION
888—
.0,62
88 1
—2
.500 Ix: 725
�L 2.063 --I�
53 FLUSH FRAME ADAPTER
MULLION CLIP
NOTCH
OPTIONAL PRODUCT REVISED
1/2' w c-plyillg Wii1111x Flariey
Typ
. Buildiug Codc
Acccpaax No • 0! . o
Exp' ltcn Date
By
Ed. Miarn edc Prod=
2 ^ tr
....v 21 i
'P EfVStF •... � -
i
1• TE OF ' !( � lrow,n,, no.
0
��V
0
m
zoa
Bpd �
z c a
�po�pa s
0, U
OHS
rJ¢o�m
••••
O6G0�
• • •
NZO N
•
••••
•3 J w
• �
• • •
•
g N N•.•
t�i1
•••
O 0 p
Z3�tO
NVQ
u5 �
'P EfVStF •... � -
i
1• TE OF ' !( � lrow,n,, no.
ITEM
PART M
QUANTITY
DESCRIPTION
MATERIAL
MANP./SUPPLIER/REMARES
1
ESSO01
1
FRAME HEAD
6083-T6
2
ES5001
1
FRAME SILL
6063-T6
-
3
ES5001
1/ VENT
FRAME JAMB -HINGE SIDE
6063-T6
-
4
ES5DO1
1/ VENT
FRAME JAMB -LATCH SIDE
6063-T6
-
5
ES5002
1/ VENT
VENT TOP RAIL
6063-T6
-
8
ES5GO2
1/ VENT
VENT BOTTOM RAIL
6063-T6
-
7
ES5002
1/ VENT
VENT SIDE RAIL -HINGE SIDE
6063-T6
-
B
ES5G02
1/ VENT
VENT SIDE RAIL -LATCH SIDE
6063-T6
-
9
ES5004
2/ VENT
SNUBBERS, 2-1/2" LONG
8063-T6
-
IDA
ES1103
AS REDD.
GLAZING BEAD (LAM. GLASS)
6063-T5
-
10B
-
AS READ,
GLAZING BEAD (INSUL LAM. GLASS)
6063-T5
-
10C
ES1OOB
AS REDD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
11
27-425
AS REDD.
GLAZING GASKET
EPDM
DUROMETER 60 SHORE 'A'
11A
ES1010
AS REDD.
GLAZING WEDGE
SOFT PVC
OUROMETER ±85 SHORE 'A'
12
-
AS READ.
FRAME & VENT ASSEMBLY SCREWS
-
810 X 1-1/2" PH SMS
13
-
2/ SNUBBER
SNUBBER INSTALLATION SCREWS
-
/8 X 1/2' PH SMS
14
E202
AS READ.
OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB)
-
DUROMETER 65 SHORE 'A
15
ES5005
AS RECD.
INNER WEATHERSTRIPPING
EPDM
OUROMETER 60 SHORE 'A'
18
PJS40-SS
AS READ.
CORNER LOCK
ST. STEEL
SULLIVAN & ASSOCIATES
17
301SS
2/ VENT
4 BAR HINGES -HEAVY DUTY
-
TRUTH HARDWARE
18
-
3/ HINGE
HINGE MOUNTING SCREWS AT FRAME
-
/10 X 1/2' PH SMS
18A
-
4/ HINGE
HINGE MOUNTING SCREWS AT VENT
-
LC70 % 1/2" PH SMS
19
23 SERIES
1/ VENT
SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS)
-
TRUTH HARDWARE
19A
NOVA
1/ VENT
SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS)
-
INTERLOCK
- 20
-
4/ OPER.
OPERATOR MOUNTING SCREWS
-
/10-24 X 3/8' PH SMS
20A
-
8/ OPER.
OPERATOR MOUNTING SCREWS
-
#'8 X 1/2" FH SMS
21
30175
1/ OPER.
13-3/4" LONG TRACK
ST. STEEL
TRUTH HARDWARE
21A
-
1/ OPER.
OPERATOR TRACK
ST. STEEL
INTERLOCK
22
-
2/ TRACK
TRACK MOUNTING SCREWS
-
#10 X 3/8" PH SS SMS
22A
-
3/ TRACK
TRACK MOUNTING SCREWS
-
18 X 1/2" FH SMS
23
-
AS REDD.
1X3 CUSTOM MULLION
6063-T6
-
23A
AS REDD.
1X3 STANDARD MULLION
6063-T6
-
24
-
AS REDD.
MULUON CUP
6063-T6
-
25
27-372
2/ LTTE
SETTING BLOCK, 7/16" % 3/16" X 3-1/2" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 75±5 SHORE A
25A
-
2/ UTE
SETTING BLOCK, 5/16" % 5/8" X 4" LONG
EPOM
AT 6" FROM EACH END, DUROMETER 75±5 SHORE A
26
-
B/ LITE
TAPE SPACER (1/4' X 1/2")
FOAM
AT 6" FROM CLASS ENDS
30
-
OPTIONAL
5/16" BOX SCREEN
-
-
33
ES5009
2/ VENT
ANT] SAG SKATE, 2" LONG
NYLON/CELCON
M&M PLASTICS
34
-
2/ SKATE
SKATE MOUNTING SCREWS
-
#6 z 1/2" PHSMS
36
ES5003
1
IMPOST
6063-T6
37
ES5010
AS ROD.
IMPOST STIFFENER
6063-T6
45
CLO 1-0500
-
MULTI-P01NT LOCK MECHANISM
INTERLOCK
46
-
-
LOCK FASTENER PLATE
47
-
2/ LOCK
LOCK FASTENER SCREWS
THREAD FORMING
48
CLO1-2250-XXX
-
SNAP ON COVER
49
CLOI-1050-XXX
-
SNAP ON HANDLE
50
-
-
GUIDE (ACETAL)
-
51
1
-
KEEPER (ACETAL)
-
52
-
-
LOCK BAR (304 ST/ST)
-
53
ES -5017
AS REDD,
FLUSH FRAME ADAPTER
6063-T5
OPTIONAL
54
-
1/ VENT
LOCKING HANDLE
-
SULLIVAN & ASSOC.
55
-
2/ VENT
LOCKING CAM (AT 11-1/2" & 50-1/2" FROM BOTTOM)
-
SULUCAN & ASSOC.
56
-
2/ LOCK
LOCK MOUNTING SCREWS
- 1
#6-32 x 1/2 PH MS
57
ES5013
1/VENT
LOCK HANDLE/CAM CONNECTOR
-
1/4' x 1/2' ALUM. BAR
58
ES5011
2/ BAR
CONNECTOR SCREWS
-
CUSTOM
59
CS -200K -SS
2/ VENT
KEEPERS (AT 12' & 51" FROM BOTTOM)
ST STEEL
SULLNAN & ASSOC.
80
-
2/ KEEPER I
KEEPER MOUNTING SCREWS
-
#10 X 3/8' PH SMS
SEALANTS:
ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS
SEALED WITH CLEAR/ALUMINUM COLORED SEALANT.
PRODUCT REVISED
gu;1d'o18Coda 1 •Df( 4.. : SP••' eNse''?b
AC<CpIUnCC T10
Ezpiralion Dau' 1
o �
N4iam Dade Product ` � ; 1�T - � � ,5
yAy TE OFr��i�� drawing no.
>.. ';�s� 10�.'��.� W08-08
0
I
m
Z n 3
J
Do
••
• aoo
W n _
• ��A
m f U►
• ••••
• • • �v h
16 • •• zy �•
16 , ••• p ��t t,Mj I
/ FRAME CORNER vi R
a
1 wMg�
� o
I
s�
0
I � d�iuS
12
k.2
PRODUCT csmBSVISiiiQ
B \`11UIIt1/Ilr� .
pl with tee
12 Building codc ��'��••'.....
Expiration Dmc
i
o �
IMPOST CORNER ny DsdeProducl_
STATE OF �(/� drawing no.
VENT CORNER . _L L ; F j '%, �o�pr,.• ®�
MULLION LOAD CAPACITY - PSF
WINDOW DIMS.
1x5 1 x 3
STD. MULL CUSTOM MULL
WIDTH (W)
LENGTH (L)
EXT.(+) EXT.(+)
INT.(-) INT.(-)
28-1/2"
37'
42"
45'
48'
53-1/8"
62"
58'
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
26-1/2'
37"
42"
45"
46"
53-1/8"
82'
63'
90.0 90.0
90A 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
1 90.0 90.0
25-1/2'
37'
42'
4$'
48"
53-1/8"
74-1/4"
90.0 90.0
90.0 90.0
83.3 90.0
79,4 90.0
76.1 90.0
71.7 90.0
26-1/2"
37'
42
45"
48'
51'
76"
90.0 90.0
85.0 90.0
77.2 90.0
73.5 90.0
70.4 88.3
67.8 85.0
NOTES:
1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION
CAPACITY OF WINDOW MULLION.
2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10.
3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA.
4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO
ENTIRE SYSTEM.
MULLION LOAD CAPACITY - PSF
WINDOW DIMS.
1 x 3 1 x 9
SID. MULL CUSTOM MULL
WIDTH (W)
LENGTH (L)
EXT.(+) EXT.(+)
In(-) INT.(-)
30"
36"
42"
48'
54'
60"
62'
54"
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
30'
36"
42"
48'
54"
60'
62
60"
1
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
30"
36"
42'
48"
54'
59'
86"
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
90.0 90.0
30'
36'
42'
48'
54'
72"
90.0 90.0
90.0 90.0
90.0 90.0
84.5 90.0
79.2 90.0
30"
36'
42'
48'
51'
78"
1
90.0 90.0
86.9 90.0
77.2 90.0
70.4 88.3
67.8 85.0
SERIES 5000 O 23
CASEMENT WINDOW
SERIES 5000
rCASEMENT WINDOW
EXTERIOR
NDOW WIDTH _ WINDOW WIDTH
CASEMENT TO CASEMENT MULLION
CLIPPED MULLIONS
2 3/4'
M
TYPICAL ANCHORS •�
4 PER CLIP
SEE SHEET 4
FOR DESCRIPTION
PRODUCT R6V1� `�VN��paO,.....
.L plying wm ILs Fl6AM• � EN,gF'•. lJ r p
Building Cud. 'd
A-pw- No
Expimw. Date = a
o
By
= v
mi
Mi aa&ProdMA v
1 0'ATE OFj� drawing no.
• ORI��'.,, a�`
A ALIII�� sheet 10 of 10
\
/
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9L L n
a
Li
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W2
I W1 I
--- W2 -�
Wt
0 N N
pq
012.
/
G
A
u
v
II
A
.�
•
li
Z N 111 -LLL
_
• •
A
�
N
�
�� • •
I •
i L A
\ W 0'I ='
\ �
0
13
�i
e
\ �'••
I
• Pin
•
\
A
u
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•
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\
g
p
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j
•� •
W2
W2 ae-�
W2 c•
W1
ar •�-
r
. i
TYPIC L ELEVATIONS
• • • •
lil
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Product Approval
USER: Public User
Product Aooroval Menu > Product or Aagljsation Search > Aoillication List > Application Detail
• �' FL #
FL26942
Application Type
New
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Mr Glass Doors& Windows Inc r
Address/Phone/Email 8120 NW 84th St
Medley, FL 33166
(305)470-8284
ulises@mrglasswindows.com
Authorized Signature Ulises Senaris
ulises@mrglasswindows.com
Technical Representative Augusto Arias
Address/Phone/Email 8120 NW 84th St
Medley, FL 33166
(305)470-8284
aarias@mrglasswindows.com
Quality Assurance Representative
Address/Phone/Email
Category [�er�iorDoors,Subcategory winging Exterior Doa'r Asblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Javad Ahmad
Evaluation Report
Florida License
PE -70592
Quality Assurance,Entity
Keystone Certifications, Inc.
�Quality_Assurance Contract Expiration Date
08/27/2025
Validated By
Ammad Riaz, P.E.
•' Validation Checklist - Hardcopy Received
Certificate of Independence
FL26942 RO COI SS - Mr Glass
-
Series 3000 Alum
OS Door (LMI) - CI.122f
•• ••• • • • •
•
••
Referenced Standard and Year (of Standard)
Standard a:; ; •:
• •
Year
ASV Elti�i• • • • •
•
• •
2013
ASTM E1996
2014
TAOF6 2Q:6 • • 000
1994
:4S-201 : i
• •
i : :
1994
:AJ -201 • • • •
a •
• •
1994
Equivalence of Product Standards
Certified By
• • • • • • • . • •
•
•
• • • • • • •
•
• •
• •• •• • • •
••
••
••• • • • •••
•
•
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
04/19/2018
Date Validated
04/19/2018
Date Pending FBC Approval
04/27/2018
Date Approved
06/12/2018
Summary of Products
FL # Model, Number or Name
Description
26942.1 Series 3000 Aluminum Outswing
Large missile impact resistant aluminum outswing entrance
Entrance Door
door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DWG
Approved for use outside HVHZ: Yes
1 F.Qdf
Impact Resistant: Yes
Verified By: Javad Ahmad PE # 70592
Design Pressure: +80/-80
Created by Independent Third Party: Yes
Other: See drawing 18-36F for span vs load combinations and
Evaluation Reports
installation details.
FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door
(J �jj) - PAE.Ddf
• •
Created by Independent Third Party: Yes
Back hex]
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. QwyLtgb 2007-2013 State of Florida.:: Priva Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click herr_
Product Approval Accepts:
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 26942
Detailed Product Description: Date: 04/17/2018
Manufacturer: MR. GLASS DOORS & WINDOWS, INC.
Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166
Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR
Maximum Frame Width: 40-1/2"(4, 78-1/2"(XX), 42"(0)
Maximum Frame Height: 98"
Maximum Load: +80 PSF, -80 PSF (Large Missile Impact)
Installation Drawings # 18-36F
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum parameters do not occur simultaneously.
See charts on installation drawings for combinations of span vs. load.
Comparative analysis used X Yes _ No
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
Test
Description
Test Location
Test Report Date
Test Report #
Test Sealed By
Air Infiltration
Hurricane Engineering &
2/13/2018
HETI-18-6004
ASTM E283
Leakage
Testing, Inc
2/13/2018
HETI-18-6011
Rafael E. Droz-Seda, P.E.
ASTM E331 OR
2/13/2018
HETI-18-6002
ASTM 547 &TAS
Water
Hurricane Engineering &
2/13/2018
HETI-18-6004
Rafael E. Droz-Seda, P.E.
202
Penetration
Testing, Inc
2/13/2018
HETI-1$-6011
2/13/2018
HETI-18-6001
ASTM E330
Uniform Static Air
Hurricane Engineering &
2/13/2018
HETI-18-6002
& TAS 202
Press.
Testing, Inc
2/13/2018
HETI-18-6004
Rafael E. Droz-Seda, P.E.
2/13/2018
HETI-18-6011
2/13/2018
HETI-18-6001
Forced Entry
Hurricane Engineering &
2/13/2018
HETI-18-6002
ASTM 1304
Test
Testing,
g
2/13/2018
HETI-18-6004
Rafael E. Droz-Seda, P.E.
2/13/2018
HETI-18-6011
Supplemental Tests (Tested in accordance with TAS -201 and TAS -203)
Test
Description
Test Location
Test Report Date
Test Report#
Test Sealed By
FBC 1626.2
2/13/2018
HETI-18-6003
(TAS 201 & 203)
Large Missile
Hurricane Engineering &
ASTM E1886 &
Impact & Cyclic
Testing, Inc
2/13/2018
HETI-18-6005
Rafael E. Droz-Seda, P.E.
E1996
2/13/2018
HETI-18-6012
Under the limitations of the attached installation drawings, to the bes%Qf rpWingwlecigg and ability,the above product
conforms to the requirements of the 2011 Floridatu1ling:Z0!le:
Evaluation Report Engineer:
• . • •
SEALED 4/18/18
Javad Ahmad
PE # 70592
Al-Farooq Corporation EB # 3538
' ' • ' • • • •
R • • • 0
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69i& I 'MW4ce%.'cope; 6 a:&odcMafceng.com
AL-FAROOQ CORPORATION
WINCONSULTING ENGINEERS & PRODUCT DEVELOPMENT
April 18, 2018
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
Ref: Mr. Glass Doors & Windows, Inc.
Series 3000 Aluminum Outswing Entrance Door — L.M.I.
Certificate of Independence
Dear Sirs,
As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced
above, I do hereby declare that I do not have and will not have any financial interest in any
company manufacturing or distributing the above referenced product, nor do I have or will have
any financial interest with any other entity involved in the approval process of the product.
Sincerely,
SEALED 4/18118
lavad Ahmad, P.E.
Director of Engineering
.• ••• . . • . . ..
• . . . •
.. .
. ......... .
•• ••• •• • • • ••
•• ••N Y Or • •
• •• • • • • • • •
• • •• • • •• • • •
9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 P:3059262.iV7¢ G mtp.4c� e� nom I alfar000@afcens.com
•
:so.: • • • • • •
• • • • • •• ••
••• • 0 0 ••• 0 •
THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 3000
ALUMINUM OUTSWI_NG ENTRANCE.DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS
SEE SHEET 4.
LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR
MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECnON 1709.9.2.
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3/16' TEMP. GLASS
3/8' AIR SPACE
—3/18" HEAT STREN'D. GLASS -3/16' HEAT STREN'D. GLASS
090" InteHoyer %. 090' Interloyer
••• 6 U
Trosifol PVB Trosifol AVB • • • • • •
By kurarcy America, Inc.' By kurtay Amerlw, Inc.' H
•• • •Is
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3/18' HEAT STREN'D. CLASS 3/16' HEAT STREN'D. CLASS Is 2
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A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
I
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
\�\\\\7��1I�J'T/////
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PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
B -MIS PRODUCT EVALUATON DOCUMENT WILL BE CONSIDERED INVALID IF
Q
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
�1 i
BECOME THE ENGINEER RECORD
ENGINEER OR ARCHITECT WHICH WILLWILL
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
O ROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
'
_
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SPECIFIC DRAWINGS FOR REVIEW.
n
—36F
O -THIS P.E.O. SHALL BEAR GINAL SEAL DIT,SM.NATURE OF
DATE AID IHAT
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//V�1ONA`
THE PROFESSIONAL ENOINTEER. OF RECORD TTHE
PREPARED
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9II8C7 1 OI 10
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
78 1/2"
DOOR FRAME WIDTH -
76' MAX.
DOOR OPNG. WIDTH N
HEAD k SILL ANCHORS
AT STILE k MULLION ENDS
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sheet 2 of J0
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38 9/16"
LEAF WIDTH
TYPICAL ELEVATION
( X )
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
78 1/2"
DOOR FRAME WIDTH -
76' MAX.
DOOR OPNG. WIDTH N
HEAD k SILL ANCHORS
AT STILE k MULLION ENDS
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LEAF WIDTH
TYPICAL ELEVATION ELEVATION
( XX )
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
GLASS D.L.O. FORMULAE:
D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS)
_ (FRAME WIDTH - 22.0")/2 (XX DOORS)
D.L.O. HEIGHT FRAME HEIGHT - 11.50"
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(FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF
n
38 9/16'
LEAF WIDTH
TYPICAL ELEVATION ELEVATION
( XX )
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
GLASS D.L.O. FORMULAE:
D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS)
_ (FRAME WIDTH - 22.0")/2 (XX DOORS)
D.L.O. HEIGHT FRAME HEIGHT - 11.50"
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FL #26942 iSi�dR1At,�`�♦♦♦♦♦
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sheet 2 of J0
SEALED 4/18/18
•
DESIGN LOAD CAPACITY - PSF
STAND ALONE SINGLE SIDEUTES
SIDEUTE
SIDEUTE
WITHOUT
FRAME
FRAME
REINFORCING
WIDTH
HEIGHT
EXT.(+) INT.(-)
INCHES
INCHES
24
Z
80.0 80,0
30
80.0 80_0
36
82
80.0 BOA
39
80.0 80,0
42
74.3 74.3
24
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80.0 80.0
30
80.0 _ 80.0
B4
80.0 80_0
39
80.0 80.0
42
74.3 74.3
24
80.0 80.0
30
80.0 80.0
36
90
80.0 80.0
39
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42
74.3 74.3
24
80.0 80.0
30
96
80.0 80.0
36
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80.0 80.0
39
I -
80.0 80.0
24
80.0 80.0
30
96
80.0 80.0
38
60.0 80.0
39
II
80.0 80.0
rM=�. SOI•
EXT.
SIDELITE FRAME WIDTH _
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50"
D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.813"
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
SEALED 4/18/18
•
39 1/18• MAX.
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•
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SEE CHART
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EXT.
SIDELITE FRAME WIDTH DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITY SEE SHEET 3.
FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART
WILL APPLY TO ENTIRE SYSTEM.
39 1/18" MAX.77 7/8" 39 1/16" MAX. � w
SIDELITE WIDTH DOOR FRAME WIDTH •' SIDELITE WIDTH
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13 1/2' DOOR OPNG. WIDTH 0 H $
MAX. F lyGy
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SILL AT STILE & MULLION ENDS ` g� a
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HEAD/SILL G• • •
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38 9/16"
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( O -XX -O )
FL #26942 '/�!��/OL1 ���` Lsheet 4 of,0 I }
SEALED 4/18/18
•
•
•
•
•
DESIGN LOAD CAPACITY - PSF
SIOEUTES
WITH SINGLE
OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
SIDELITE
WITHOUT
WITH
FRAME
FRAME
REINFORCING
REINFORCING
WIDTH
HEIGHT
EXT.(+)
INT.(-)
D(T.(+)
INT.(-)
INCHES
INCHES
24
80.0
80.0
80.0
80.0
30
80.0
80.0
80.0
1
80.0
36
82
80.0
80.0
80.0
80.0
39
80.0
80.0
60.0
80.0
42
80.0
80.0
80.0
80.0
24
80.0
80.0
80.0
80.0
30
80.0
80.0
80.0
80.0
36
84
80.0
80.0
80.0
80.0
39
80.0
80.0
80.0
42
80.0
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80.0
80.0
24
80.0
80.0
80.0
80.0
30
80.0
80.0
80.0
60.0
36
90
60.0
80.0
80.0
80.0
39
80.0
80.0
80.0
80.0
42
77.9
77.9
80.0
80.0
24
80.0
80.0_
80.0
80.0
30
96
80.0
80.0
_
80.0
80.0
38
75.5
75.5
80.0
80.0
39
69.7
69.7
80.0
80.0
24
80.0
80.0
80.0
60.0
30
98
60.0
80.0
8L1.0
80.0
36
71.0
71.0
80.0
80.0
39 1
1
65.5
65.5 1
80.0
80.0
REINFORCING
AS REDO.
SEE CHART
i
-i
S13, j' G
EXT.
SIDELITE FRAME WIDTH DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITY SEE SHEET 3.
FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART
WILL APPLY TO ENTIRE SYSTEM.
39 1/18" MAX.77 7/8" 39 1/16" MAX. � w
SIDELITE WIDTH DOOR FRAME WIDTH •' SIDELITE WIDTH
I
n
78' MAX. Z
13 1/2' DOOR OPNG. WIDTH 0 H $
MAX. F lyGy
3" HEAD 'y HEAD & SILL ANCHORS
SILL AT STILE & MULLION ENDS ` g� a
3 1/2" MAX. _ (4) AT 3" O.C. 9
HEAD/SILL G• • •
CORNERS A _ '•_-`\ •I W
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FALSE MUNTINS OR 34 1/4" 28 1/4" 28 1/4 34 " 1 4
DECORATNE GRILL _ _ / _ y35
MAY BE USED " D.L. OPG. D.L. OPG. - D.L. OPG. D.L. OPG. \ v
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38 9/16"
LEAF WIDTH
TYPICAL ELEVATION
( O -XX -O )
FL #26942 '/�!��/OL1 ���` Lsheet 4 of,0 I }
SEALED 4/18/18
•
•
•
•
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DOOR FRAME CORNER
(27'
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�'
5 IDELITE -EM ME--EORNER
SEALED 4118/18
0
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FL #26942
eheet'i0of 10
SEALED 4118/18
1.e30 080 .855 .230 �j 1ftU
z.otz�,
i
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TYP
� 1.589 T(�P T p- p_
.812 4.750 .. e1 Z Zd
T .1 15 3.800 3.125 .538 .633
4.000 w
n GLAZING BEAD nA GLAZING BEAD �+
LAM. GLASS INSUL LAM. GLASS Q t • •y
DOOR FRAME HEAD/SILL • • 0 •
060 • • • C1 0•
1.913 TYP. 148 1.1
4.000 --.133 8 LEAF TOP/BOTTOM RAIL • 8•
1.638 •••• �:�
4.750
,.589 r .080 IYP. 9 LEAF W'STRIP ADAPTER • • • • • • Q bi •
T- y •••••• -°•�
080 • • l • • •
TYp. 1.813 •• s•.I•• •r
5.750 �- 1.813-1•••••• BIZ • �.
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to HINGE STILETyp • • 0: .
• • .
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247 I W cD
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19 INTERMEDIATE HORIZONTAL 2 FRAME COVER o J
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.060 tYP I r 186
.063 1.1.297
2.241 63 .8971.813
2
13 SNAP COVER 7-.
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-3.800 6 SHEAR BLOCK NUT $
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.100 TYP .125 b g
2.180 4.020 4.020 4.020 1.780 3.805
4 t .080. .. 1.813 1.151
.
1.250 _ i ._ wing no.
.� 1.029 1.484 8-36F
3, DOOR FRAME JAMB 5 SIDELITE JAMB FEMALE 6 SIDELITE JAMB MALE 7 SIDELITE JAMB COVER a SIDELITE REINFORCING FL #26942 gsY�R441 t% sheet 9 of 10
SEALED 4118/18
5/8" MIN. TYPICAL ANCHORS
THROW BOLT EDGE DIST. SEE ELEVATIONS
PENETRATION FOR SPACING
• • O
II• N
2
I�
PROPERLY SECURED 2BY WOOD BUCK
iBY WOOD BUCK
EDGE DIST. _ _ OR
WOOD STRUCTURE
" I SEE NOTE SHEET 1
EDGE DIST
I
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
WEEPHOLES:
W1 - 1/4" X 2" LONG WEEP SLOTS AT
8" AND 31" FROM EACH END
W2 = 1/4" X 2" LONG WEEP SLOTS AT
5" AND 31" FROM EACH END
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Ye . 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN.
0
.n
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DOOR DETAILS
POURED & HARDENED
-
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METAL
EDGE DIST. STRUCTURE
HIGH STRENGTH GROUT
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MUST TRANSFER SHEAR
SFALF() 4/18/18
LOADS TO STRUCTURE
LOAD BEARING
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• • TYPI.%L ANCHOGS •
zI
•
• •
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FOR SPACING
SEE ELEVATIONS• •
FOR SPACING • • •
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Ye . 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN.
0
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FL #26942 //fINALJ``
sheet 5 of -10
SFALF() 4/18/18
a ••• \P••
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•
ANCHORS •
• • S�& AT10NS
PACING
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F.B.C. APPR-- ---- I• • • •
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FOR SPACING • • •
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FL #26942 //fINALJ``
sheet 5 of -10
SFALF() 4/18/18
1/4- MAX. _ 1/4" MAX.
1/SHIM 3 j��"�� SHIM SHIM
�./ O (3` 1 B0 k y
zer wood BUCK F d i
\ WOOD BUCK OR
TYPICAL ANCHORS 2
SEE ELEV. - `? WOOD STRUCTURE
FOR SPACING% ACTIVE LEAF SEE NOTE SHEET 1
.. • ,. u •r
TYPICAL ANCHORS • • • �• • •
�}yy� O
i T1
s
FOR SPACING a • •
••• •• •g
_ EXT. • • 9669
5
161 EXTERIOR �V}ICAL•ANCHORS • J
10 jEE
\(25i C =_a _ '11`23 •TOR 4'AANG •• �Q 04
METAL STRUCTURE _ D.L.O. .- - • • • • • • • I F • • !(
SEE SPEC SHEET 5 • • j .
LEAF WIDTH - LOCKS 000000 •
SEE SHEET 8 .'.. U m
SINGLE DOOR FRAME WIDTH • • • ¢ = m
- FOR DESCRIPTION • • • 8 • �• I
•
z I
Qp •
•••• 0 • • C •1 1
•
••• O= S
1/4- MAX. TYPICAL ANCHORS It t5
1/4 SEE ELEV. 1 W
S.� 13! CDD O SHIMS FOR SPACING
HIM I
F
a m
TYPICAL ANCHORS_ 0 o
SEE ELEC ' ^
FOR SPACING �. `13 ACTIVE LEAF INACTIVE LEAF a II Z I
. ; 1231 �• J ` 1 ...... I N N it
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LEAF_WOTH _ DOOR DETAILS
LEAF WIDTH b t
DOUBLE DOOR FRAME WIDTH \OW 1 I I f 1 j,
wing no.
—36F
FL #26942III �11sheet 6 of 10
SEALED 4/18/18
LOCKS:
OPTION gl:
ACTIVE LEAF:
3 POINT LOCK ASSEMBLY OLDI-6065 BY 'INTERLOCK USA INC.'
(1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2' DIA, BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME
HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM
INACTIVE LEAF.
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2" DIA. BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING
FRAME HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS
LOCK LOCATED AT 42-1/2" FROM BOTTOM
DOOR HANDLES -
SURFACE MOUNT METALLIC HANDLES AT 42-1/2' FROM BOTTOM
FASTENED TO ACWA •IND INACTIVE LEAF LOCK STILES WITH
(2) 4/4-20 X•1- 13?16'•CONE HEAD MS
• W
4/4-20 X 5/i%" SET SCREWS • • • •
• • • •
• •OPTION _�12: • • • •
• ACTTVF LEAF: • • •
��jRFACE BOLTS HY 'SULLIVAN R ASSOC.'
• AKNUALLY OP`��^�� •i�V€RS MOVNTES ON IfRE FACE,
• ♦ TED AT 12"j%V FROM BC:Tg% • •
FASTENED TO LOCK STILE WITH
• *#8 X 3/4' FH SMS (2) SCREWS PER•IjDjpT•
•I�TrVE dE • • • • • •
• COWEALED FLUSH•SOLTS BY 'SULLIVAN do ASSOC.-
MANUALLY OPERATED LEVERS MOUN" �N • •
• •INSIDE FACE Oi d_EAF STILE LOCATFj1*4 • • •
• 28' FROM TOP AND 12" FROM BOTTOM
FASTENED TO LOCK 431" WITH • • •
• O&OX 3/4" FH K,(V PER BOLT* • •
HINGES: • • • •
7-1/2' LONG ALUMINUM BUTT HINGES BY 'SULLIVAN k ASSOC.-
AT B' FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF
FASTENED TO FRAME WITH
(6) 010 X 3/4' FH SELF DRILLING SCREWS
FASTENED TO LEAF WITH
(5) 010 X 3/4' PH SELF DRILLING SCREWS
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE,
1
E3008
AS REGO. DOOR FRAME HEAD/SILL
2.
E1018
._AS REDD. iFRAME COVER
_
3
_
E3006AS
REGO. IDOOR FRAME JAMB
4
E3011
AS RECD. SIDELITE TOP 6: BOTTOM FRAME_
5
E3007
AS RECD. ' SIDELTTE JAMB FEMALE
6
E3009
AS RECD. I SIDELITE JAMB MALE
7
E3010
AS REGO. [SIDELTTE SLIP ON JAMB
B
E3001�_AS
REDD. LEAF TOP h BOTTOM RAIL
_
9
I E3005
AS REOO. LEAF W'STRIP ADAPTER
10
E3002
AS REDD. I HINGE STILE
11
_
E3003
j
I AS REOD. I LOCK STILE
12
E3004
I AS REDD. ASTRAGAL SRLE
13
E3014
AS REDD. SNAP COVER
14
E3013
I 1 SIDELRE MULLION REINFORCING
15
E3015
AS REDD. 'SHEAR BLOCK
16
E3_016
AS RECD. SHEAR BLOCK NUT
16A
_
E3016
2/ HINGE HINGE BACK-UP PLATE
17
I E9001
AS RE00. GLAZING DEAD (IAM. GLASS)
17A
E9002
AS REDD. GLAZING BEAD (•ISUL LAM. GLASS)
(
18
( E3012
AS REGO. INTERMEDIATE HORIZONTAL
19
I G30-01
_
AS RECD. INTERIOR GLAZING SPACER
20
I G10-04
AS RECO. EXTERIOR GLAZING GASKET
21
C30-02
AS REOD. DOUBLE FIN AIR SEAL W'STRIPPING
22
1 W71325NK
AS REDD. PILE W'STRIPPINO
23
GIO-:5
AS REDD. BULB WSTRIPPING
24
-
2/ LITE SETTING BLOCK, 1/8" X 1" X 4" LONG
25
1107
3/ LEAF BUTT HINGES
25A
010 X3/4"
- 'HINGE INSTALLATION FASTENERS
26
012 X 1-1/z"
I
AS REDD. FRAME ASSEMBLY SCREWS
27
3/8 % 1"
AS REDO. ISHEAR BLOCK FASTENERS
28
012 X 1-1/2"
AS REDD. (SHEAR BLOCK FASTENERS _
8083-T6
i6063-T6
6063-T6
6063-T6 -
6063-T6 (-
6063-T6 -
6063-T6 -
I 6063-T6
6063-T6 �-
8083-T6
8083 -TB �-
6063=T6 -
6063-T5 I-
6063 -T6 -
6053 -TB 3" LONG
6063-T6 3" LONG
6063-T6 18-1/2" LONG O FRAME, 4-3/4" LONG O LEAF
6063-T6
6063-T8 -
6063-T8 - -
I sANTOPRENE 'ouROMETER 70±5 SHORE A
SANTOPRENE DUROMETER 70±5 SHORE A
SANTOPRENE IDUROMETER 70±5 SHORE A
WOOL ULTRAFAB
SANTOPRENE EPDM
EPDM AT 6" FROM EACH END. DUROMETER 80±_5
ALUMINUM SULLIVAN & ASSOC.
ST. STEEL 'FH SMS
ST. STEEL HWH SMS
ST. STEEL ;HEX SOCKET HEAD SCREWS
ST. STEEL I HWH SMS
FL #26942 '11471
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8-36F
Sheet 8 of 1C
SEALED 4/18/18
TYPICAL ANCHORS
SEE ELEVATIONS
F
'EDGE 01577 OR SPACING -
r
- N
14i
EDGE DIST. PBY WOOD BUCKRED iOBRY WOOD BUCK v
.. WOOD STRUCTURE
SEE NOTE SHEET 1 METAL I.-
° EDGE DIST. EDGE DIST. STRUCTURE 1
ZZ n
e
�, 9w i F.B.C. APPROVED ______ • «IL • C
_ _ tl CLIPPED MULLION tr f8
N rn N II SEE•SEPARATJ APPROVAL • I •R t•1
II • • •��• V Liv • • a•
I
FOR AL ANCHORS ( TYPICAL ANCHORS TYPICAL ANCHORS I ----•-•.--.4w -----��, J •C a.! 1+1 • •
SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS'00
• •
FOR SPACING FOR SPACING • • • • 8 a - •
• • • TYPICAL ANCHORS � � • • •
. SEE ELEVATIONS — -_ _ •
••• • •FOR SPACING• • ^ 00000
• • • • �'
O •• •• • 0§ m.•
N12 X 1-1/2" TEKS OR • I O I
$ELF DRILLING SCREWS • • • 9 • • t•
AT \e X21 (..S AND 12/ O.CRMAXOM ENDS : • • : • • • • 2, O •
•••• i� �LJ
W
2 D �0
aXVMbII �
W f�OJv
EXTERIOR ` 00
714' LEAF WIDTH- _
4 11
�- DOOR FRAME WIDTH
MAX. FRAME WIDTH
c
1BY e
WOOD BUCK'
1/4' MAX.
.: �.. SHIM �.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
SIDELITE DETAILS .2g V
Y'.•
EXT _ ' Wing��-no.
s '-36F
\\ of 10
FL #26942 sheet 7 Ill 11
SEALED 4118118
•
•
•
1
II
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dl
T
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II
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1/4' MAX
o
li
SHIM.
I'.
I
(7_
'17'
-
I
TYPICAL
ANCHORS
SEE ELEV.
'
I
FOR SPACING Ww
-
z
I�
I.
i
D.L. OPG.
J
SIDELITE FRAME WIDTH
I!
I
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t
II'
POURED h HARDENED
TYPICAL ANCHORS
_
HIGH STRENGTH GROUT
SEE ELN6
1/4- MAX.
t'c a 5000 PSI MIN.
NOT BY MR GLASS
FOR SPACING
-q -- SHIM
1/4'
MUST TRANSFER SHEAR
S
LOADS TO STRUCTURE
LOAD BEARING
26Y W00D B OR
TYPICAL ANCHOF
(SOLID SHIMS
WOOD STRUCTURE
-
SEE ELE
OPTIONAL TO GROUT)
SEE NOTE SHEET t
FOR SPACIN
3
N
r
Wx
tl
'1
° EDGE DIST
LAI.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
• • • TYPICAL ANCHORS � � • • •
. SEE ELEVATIONS — -_ _ •
••• • •FOR SPACING• • ^ 00000
• • • • �'
O •• •• • 0§ m.•
N12 X 1-1/2" TEKS OR • I O I
$ELF DRILLING SCREWS • • • 9 • • t•
AT \e X21 (..S AND 12/ O.CRMAXOM ENDS : • • : • • • • 2, O •
•••• i� �LJ
W
2 D �0
aXVMbII �
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EXTERIOR ` 00
714' LEAF WIDTH- _
4 11
�- DOOR FRAME WIDTH
MAX. FRAME WIDTH
c
1BY e
WOOD BUCK'
1/4' MAX.
.: �.. SHIM �.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
SIDELITE DETAILS .2g V
Y'.•
EXT _ ' Wing��-no.
s '-36F
\\ of 10
FL #26942 sheet 7 Ill 11
SEALED 4118118
•
•
•
1
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Product Anoroval Menu > Product or Application Search > Aoolication List > Appiication Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL20359-112
Revision
2017
Approved
1.CMr Glas' s Doorrss 8 Windd—w!-hc"
8120 NW 84th St
Medley, FL 33166
(305)470-8284
ulises@mrglasswindows.com
Ulises Senaris
ulises@mrglasswindows.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the ]avad Ahmad
Evaluation Report
SS -Series
Florida License
PE -70592
Quality Assurance Entity
Keystone Certifications, Inc.
Quali Assurance Contract Expiration Date
08/27/2025
Validated By-- �
Ammad'Riaz, P.E.
,� Validation Checklist - Hardcopy Received
Certificate of Independence
FL20359 R2 COI
SS -Series
MG -300
Alum Horizontal
Sliding Window(LMI-
SMI)-CI 2017.odf
Referenced Standard and Year (of Standard)
•
Standird• ••• •
• • • •
•
•• • •
•
•
•••
Y ear
TAS 201• 00
••i
i i•�
••
1994
TAS 20,2. ••i
••i
••• i
i
•••
1994
TAS 203
1994
Equivalence of Product Standards
•• •••
• •
•
• •
•••
•
• •
• • •
Certified By
• • • •
•
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•
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• •
••
•
• •
Sections from the Code
••• •
• •
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•
•
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•
•
•
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• •
•••
•
• •
•
• •
• •
•
Product Approval Method Method 1 Option D
Date Submitted 01/15/2018
Date Validated 01/16/2018
Date Pending FBC Approval 01/21/2018
Date Approved 04/10/2018
Summary of Products
r i
FL # Model, Number or Name
Description
20359.1 Series MG -300 Aluminum Horizontal
Large missile impact resistant aluminum horizontal sliding
Sliding Window
window.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding
Window (LM )-2017 DWG W16-26.p_df
Impact Resistant: Yes
Verified By: Javad Ahmad PE # 70592
Design Pressure: +90/-140
Created by Independent Third Party: Yes
Other: See attached drawing W16-26 for span vs. load
Evaluation Reports
combination and installation details.
FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding
• •
Window (jMD -PAE 2017.E
• • • • •
Created by Independent Third Party: Yes
20359.2
Series MG -300 Aluminum Horizontal
Small missile impact resistant aluminum horizontal sliding
••
Sliding Window
window.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding
window(2j)-2017 DWG W16-28.df
Impact Resistant: Yes
Verified By: Javad Ahmad PE # 70592
Design Pressure: +90/-140
Created by Independent Third Party: Yes
Other: See attached drawing W16-28 for span vs. load
Evaluation Reports
combination and installation details.
FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding
Window SM) -PAE 2017.12d
Created by Independent Third Party: Yes
EDNext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. sWYjj9bt 2007-2013 State of Florida:: Pnvacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here .
Product Approval Accepts:
ONS -0 -
Credit
Credit Card
Safe
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...
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE.CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 20359
Date: 01/08/2018
Detailed Product Description:
Manufacturer: MR. GLASS DOORS AND WINDOWS INC.
Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166
Model Name: SERIES MG -300 ALUMINUM HORIZONTAL SLIDING WINDOW
Maximum Width: 111" (XOX) 74" (XO)
Maximum Frame Height: 63"
Maximum Load: +90 PSF, -140 PSF (Small Missile Impact)
Installation Drawings # W16-28
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests (Tested
in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT #
Sealed by
ASTM E283
Air Infiltration
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
Leakage
Laboratory, Inc.
ASTM E331
Water
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
OR ASTM 547 & TAS 202
Penetration
Laboratory, Inc.
ASTM E330
Uniform Static
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
& TAS 202
Air Press.
Laboratory, Inc.
ASTM F 588
Forced Entry
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
Laboratory, Inc.
Supplemental
Tests
(Tested in accordance with TAS -201 and TAS -203)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT #
Sealed by
FBC 1626.3
Small Missile
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
(TAS 201 & 203)
Impact & Cyclic
Laboratory, Inc.
Under the limitations of the attached installation drawingsj-fo tl14 belt bf p% kQotvlgdge and ability, the
above product conforms to the requirements of•tre 2412 fForida Building Code.
Evaluation Report Engineer:
Javad Ahmad PE # 70592
AI-Farooq Corporation EB # 3538
000•
a1ed:•1712/2!b18
9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305eZ62i6978i ww&v.af en com; alfarooa@afcens.com
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
January 12, 2018
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
Ref: Mr. Glass Doors & Windows, Inc.
Series MG -300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.)
Certificate of Independence
Dear Sirs,
As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced
above, I do hereby declare that I do not have and will not have any financial interest in any
company manufacturing or distributing the above referenced product, nor do I have or will have
any financial interest with any other entity involved in the approval process of the product.
Sincerely,
Javad Ahmad, P.E.
••• ••i : : Chief•EBgOLger
. .
. . . .
.. ...• ..• .• .. ..•
•• . . • •
. . . . . . . . . .
• Y •• . • •• L.
• •
1/12/2018
9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 3U':!26t.697¢ I:wivvw,*fte .co[: I alfarooa@afcens.com
••• • • • ••• • •
7.vj
(4) ANCHORS
JJ --AT MTG. STILE ENDS
--_ / AT 4" O.C.
32 3/8"
D.L. OPG.
37 3/16"
SERIES MG -300 VENT WIDTH
ALUMINUM• N10: bONTAL SLIDING WINDOW
• p�SIGR LOAD RAANIGS FOR THESE•WINDpWS TO BE AS PER
• J� SHOWN ON SHEFOT 3. • • •
• 0,"&VAL APPLI6� Ta•$GLE UNJTS OR SIQE BY SIDE
CBINATIONS OF H.R./H.R. OR HDRI&. ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TNA OR MORE WINDOWS USING
• i18L16APPROVED* ML"ONS IN BEWN,
• �WER DESIGN•PROSSURE FROM WIND0♦1'S! ER MULLION APPROVAL
C APPLY TO ENTIRE• SYSTEM. • • *• • •• •
DE
• THIS PRODUCT HR9 OE4* SIGNED 4N TESTE4 TO COMPLY WITH THE
• W��yUIREMENTS OFTHE 20W (6TH ED1TW46)#�pRIDA BUILDING CODE
• 1NCLUTNG HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 28Y WOOD BUCKS h BUCK PAST"k%%Y OTHERS, MUST BE
• 4 •)•SC•ED AND %%ALLED ADEQUATELY, Tp,-TWJFER APPLIED PRODUCT LOADS
_ TO THE BUILDINQ ST49UCTURE. _.
�OANN[C�HOpIRS SHALL•BE STALLED �CA>8019SION RESIRTANT,•SVACED AS SHOWN ON DETAILS
• -MATEI#iAL SHALL�LYSWALI DRESS NG 0 3TUCCO.FIED EMBEDMENT TO BASE
A LOAD DURATION•INCOME IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABEUNG TO COMPLY WITH SECTION 1709.9.2.
32 3/8-
-6 -Lop(
FALSE MUNTINS
(SURFACE APPLIED)
WINDOW WIDTH
(4) ANCHORS
6" MAX.JJJ'''
AAT MTG. STILE ENDS
HEAD/SILL
A AT 4" O.C.
CORNERS
E
�OC
O$y�
x
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a
0
(4) ANCHORS
JJ --AT MTG. STILE ENDS
--_ / AT 4" O.C.
32 3/8"
D.L. OPG.
37 3/16"
SERIES MG -300 VENT WIDTH
ALUMINUM• N10: bONTAL SLIDING WINDOW
• p�SIGR LOAD RAANIGS FOR THESE•WINDpWS TO BE AS PER
• J� SHOWN ON SHEFOT 3. • • •
• 0,"&VAL APPLI6� Ta•$GLE UNJTS OR SIQE BY SIDE
CBINATIONS OF H.R./H.R. OR HDRI&. ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TNA OR MORE WINDOWS USING
• i18L16APPROVED* ML"ONS IN BEWN,
• �WER DESIGN•PROSSURE FROM WIND0♦1'S! ER MULLION APPROVAL
C APPLY TO ENTIRE• SYSTEM. • • *• • •• •
DE
• THIS PRODUCT HR9 OE4* SIGNED 4N TESTE4 TO COMPLY WITH THE
• W��yUIREMENTS OFTHE 20W (6TH ED1TW46)#�pRIDA BUILDING CODE
• 1NCLUTNG HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 28Y WOOD BUCKS h BUCK PAST"k%%Y OTHERS, MUST BE
• 4 •)•SC•ED AND %%ALLED ADEQUATELY, Tp,-TWJFER APPLIED PRODUCT LOADS
_ TO THE BUILDINQ ST49UCTURE. _.
�OANN[C�HOpIRS SHALL•BE STALLED �CA>8019SION RESIRTANT,•SVACED AS SHOWN ON DETAILS
• -MATEI#iAL SHALL�LYSWALI DRESS NG 0 3TUCCO.FIED EMBEDMENT TO BASE
A LOAD DURATION•INCOME IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABEUNG TO COMPLY WITH SECTION 1709.9.2.
32 3/8-
-6 -Lop(
FALSE MUNTINS
(SURFACE APPLIED)
TYPICAL ELEVATIONS
TESTED UNITS
THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT.
F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
FOR INSTALLATIONS UP TO 30 FT. OF GRADE.
SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
r CONTRACTOR TOBE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
I- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
)-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
WINDOW WIDTH
(4) ANCHORS
6" MAX.JJJ'''
AAT MTG. STILE ENDS
HEAD/SILL
A AT 4" O.C.
CORNERS
E
�OC
O$y�
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32 3/8'
48 1/6"
D.L. OPG.
D. L. OPG.
37 3/16"
TYPICAL ELEVATIONS
TESTED UNITS
THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT.
F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
FOR INSTALLATIONS UP TO 30 FT. OF GRADE.
SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
r CONTRACTOR TOBE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
I- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
)-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #20359
Sealed: 1/12/2018
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16-28
(A7
FALSE MUNTINS
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MAY BE USED
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Sealed: 1/12/2018
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1/8' TEMP. GLASS
Z
HEAD/SILL A _ _ AT 4" O.C. FALSE LIUNTINS
CORNERS + - --- (SURFACE APPLIED)
�`�
1 /4' AIR SPACE
O
i'� i'� MAY BE USED
3/16' HEAT STREN'D. GLASS
3/16' HEAT STREN'D. GLASS
F x
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1
060" Interloyer
060" Interlayer
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1
Trosifol PVB
�Kuraray
Trosifol PVB
By 'Kurorcy Americo, Inc.'
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3/18' HEAT STREN'D. GLASS
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29 AT 1/4 POINTS ON LMES
29 AT 1/4 POINTS
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WIDER THAN 36" ONLY
ALL SIZES
3
min
32 3/8" 32 3/8" 32 3/8 z
D.L. OPG. D.L. OPG. D.L. OPG. e 0
GLASS TYPE 'A'
GLASS TYPE 'Al'
Z
7/16' OVERALL LAM. GLASS
7/8' OVERALL INSUL. LAM. GLASS
=
37 3/16" 37 3/16'
VENT WIDTH VENT WIDTH
GLAZING OPTIONS
tt
1''
IzI
127 5/8"
pQ
8 r"Mj is
WINDOW WIDTH
00
• • • •
1/4" AIR SPACE CONSISTING DE
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• • ANCHORS
'OURASEAL' EDGE SEAL SYSTEM
• • `"•M AT
• • • • • • AT MTG. STILE ENDS
BY 'QUANEX'
g
J
HEAD/SILL • • A _ - AT 4" O.C. FALSE MUNTINS
• CORNEAS • 4 -- ,-- (SURFACE APPLIED)
• • • • • • �`� �' MAY BE USED
• • ••••••
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32 3/8" - 48 1/8" 32 3/8' :3
D.L. OPG. D.L. OPG. D.L. OPG. io
37 3/16' 37 3/16 -owing
�'�
no.
VENT WIDTH VENT WIDTH
TYPICAL
ELEVATIONS
S �•`
�Q;,,,
1 6-28
TESTED UNITS FL #20359
Sealed: 1/12/2018
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FRAME DIMS.
GLASS TYPES
'A' k 'A1'
WIDTH
HEIGHT
EXT.(+) INT.(-)
26-1/2"
37'
53-1/8"
63"
74'
26"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
28-1/2'
37'
53=1/6
fir
74"
38-3/8"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
r 90.0 140.0
261/2'
37" t
53„-1/8")
63"
74"
50-5/8"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
26-1/2'
37'63,
53-1/8"
63"
74"1
54"
63"
72"
81"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
90.0 125.0
24"
36"
48"
60"
72'
24"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
1 90.0 140.0
24"
36"
48"
60"
72"
36'
1
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
90.0 1 140.0
24"
36"
48"
60"
72"
48"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
1 90.0 140.0
24"
36"
48"
60"
72"
60"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
90.0_ _136.1
OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH
'XO OR OX'
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FRAME DIMS.
(1/2W)
(1/2W)
i3
:5
55-1/2-
9-11/18
83-1/4'
26"
OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH
'XO OR OX'
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FRAME DIMS.
GLASS TYPES
'A' k 'Al'
WIDTH
HEIGHT
EXT.(+) INT.(-)
55-1/2-
9-11/18
83-1/4'
26"
90.0 140.0
90.0 140.0
90.0 140.0
55-1/2'
9-11/16
83-1/4'
38-3/8'
90.0 140.0
90.0 140.0
90.0 140.0
55-1/2`
50-5/8"
90.0 140.0
55-1/2'
63"
90.0 140.0
54"
63"
72'
81'
24,
90.0 140.0
90.0 140.0
90.0 140.0
1 90.0 140.0
54"
63"
72"
81"
36"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
54'
63"
72"
48"
90.0 140.0
90.0 140.0
90.0 140.0
54"
60" 1
90.0 1 140.0
OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW. WIDTH
'XO OR OX'- _
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GLASS TYPES
'A' k 'Al'
WIDTH
HEIGHT
EXT.(+) INT.(-)
74'
106-1/4"
111"
26"
90.0 140.0
90.0 140.0
90.0 140.0
74"
108-1/4'
111"
38-3/8'
90.0 140.0
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90.0 140.0
90.0 140.0
90.0 140.0
74"
106-1/4"
111"
63"
90.0 140.0
90.0 129.0
90.0 125.7
72"
84'
96'
108"
24"
90.0 140.0
90.0 140.0
90.0 140.0
90.0 140.0
72"
84"
96"
108"
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90.0 140.0
90.0 140.0
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96"
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BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications Contact Us BCIS Site Map Links I Search I
a�,(Product Approval
\'ri_.r91/"" SER: Public User
dbpr
Product Amraval Menu > Product or Application Search > goolication List > Application Depil
hgma FL #
FL26351
Application Type
New
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Mr Glass Doors & Windo'ws Inc—t
Address/Phone/Email 8120 NW 84th St
Medley, FL 33166
(305)470-8284
ulises@mrglasswindows.com
Authorized Signature Yiping Wang
mcy@mcyengineering.com
Technical Representative Augusto Arias
Address/Phone/Email 8120 NW 84th St
Medley, FL 33166
(305) 470-8284
aarias@mrglasswindows.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Yiping Wang
Evaluation Report
Florida License PE -55983
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract xpiration Date"] 08/27/2025
Validated By ~—'/ Sifu Zhou,, P.E.
f Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL26351 RO COI
Certificate
of Independence
SS.gdf
•
: •
• •
• • • •
(rear
TAS 20f •••
•i
•••
1994
•••
TAS 202
1994
TAS43000
1994
• •
•
• • •
• •
• • ••
•
•
• • • •
••• • • • • •••
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
02/14/2018
02/26/2018
02/26/2018
04/10/2018
FL # Model, Number or Name Description
26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window - Large Missile Impact
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL26351 RO II MRG-400 FA DRWS 02.20 SS.Rdf
Approved for use outside HVH2: Yes Verified By: Yiping Wang FL#55983
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +52/-100 Evaluation Reports
Other. FL26351 RO AE Evaluation ReuQIj SS.odf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. yriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem.
Product Approval Accepts:
Credit Card
Safe
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8501 SW 124th Ave. Ste. 205A
MCY ENGINEERING, INC. P�oFL.
71011 7
GLAZING CONSULTANT F: 305 279-6818
PRODUCT APPROVAL EVALUATION REPORT
Product Manufacturer:
Mr. Glass Doors and Windows
8120 NW 84TH ST
Miami, FL 33166
Product Name/Model & Description:
Series MRG-400 Fixed Window
Fixed Window — large missile impact
Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with
the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in
accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be
required following applicable Code modifications or revisions.
Code: 61h Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report
date.
Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer
Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and
sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report.
Limitations & Conditions of Use:
• This product has been evaluated for use inside and outside of the HVHZ (High Velocity
Hurricane Zone)
• Impact Resistance: Large Missile impact
• Refer to Product Approval Drawing noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Other load limitations applicable to the product, if any.
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations
4,00
•
.see
...
.
. . .
...
11
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
MCY ENGINEERING, INC. P: 305 271-0117
GLAZING CONSULTANT F: 305 279-6818
February 9, 2018
Product Approval Administrator
Codes & Standards Section
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Tallahassee, FL 32399
Ref: Series MRG-400 Fixed Window — L.M.I.
Certificate of Independence
Dear Sirs,
As the structural design engineer retained by Mr. Glass Doors and Windows on the
product referenced above, I do hereby declare that 1 do not have and will not have any
financial interest in any company manufacturing or distributing the above referenced
product, nor do I have or will have any financial interest with any other entity involved in
the approval process of the product and also that my company is not owned, operated,
or controlled by Mr. Glass Doors and Windows in any way.
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FRAME FRAME FRAME
WIDTH WIDTH WIDTH
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PICTURE WINDOW 5HAPE WITHIN SQUARE OR RECTANGLE A5
5HOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOADS
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MR. GLASS DOORS AND WINDOWS, INC.
SERIES MRG-400 FIXED WINDOW
LARGE * SMALL MISSILE IMPACT
GENERAL NOTES:
- TH15 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE
(HVHZ).
WINDOW5 RATED FOR LARGE M1551LE IMPACT, IMPACT 5HUTTERS ARE NOT REQUIRED.
THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION.
ANCHORS 511ALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAILS, ANCHOR EMBEDMENT TO
BA5E MATERIAL 5HALL BE BEYOND WALL DPE55ING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT 511OWN IN THE5E DETAIL5 ARE NOT PART OF THi5
APPROVAL.
MATERIALS INCLUDING, BUT NOT LIMITED TO, STEEUMETAL SCREWS THAT COME INTO
CONTACT WITH OTHER DI551MILAR MATERIALS 5HALL MEET THE REQUIREMENTS OF THE GTH
EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE,
METAL STRUCTURES NOT BY MR. GLA55 DOOR t WINDOW5, INK. TO BE DESIGNED TO
SUPPORT THE LOAD5 IMPO5ED BY THi5 GLAZING 5Y5TEM AND TO TRANSFER 5UCH LOA05 TO
THE BUILDING MAIN 5TRUCTURE.
ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLIED BY 0.G 5HALL BE LE55 THAN OR
EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DE51GN LOADS 5HOWN IN THI5
DOCUMENT ARE ALLOWABLE DE51GN LOAD5.
DRAWING5 INDEX
5HEET
TITLE
CONTENT REV. DATE
01
COVER
GENERAL NOTE5 AND IN5TRUCTION5
02
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WINDOW ELEVATION
03
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04
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05
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150
A55EMBLE DRAWINGS
GENERAL NOTES:
- TH15 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE
(HVHZ).
WINDOW5 RATED FOR LARGE M1551LE IMPACT, IMPACT 5HUTTERS ARE NOT REQUIRED.
THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION.
ANCHORS 511ALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAILS, ANCHOR EMBEDMENT TO
BA5E MATERIAL 5HALL BE BEYOND WALL DPE55ING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT 511OWN IN THE5E DETAIL5 ARE NOT PART OF THi5
APPROVAL.
MATERIALS INCLUDING, BUT NOT LIMITED TO, STEEUMETAL SCREWS THAT COME INTO
CONTACT WITH OTHER DI551MILAR MATERIALS 5HALL MEET THE REQUIREMENTS OF THE GTH
EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE,
METAL STRUCTURES NOT BY MR. GLA55 DOOR t WINDOW5, INK. TO BE DESIGNED TO
SUPPORT THE LOAD5 IMPO5ED BY THi5 GLAZING 5Y5TEM AND TO TRANSFER 5UCH LOA05 TO
THE BUILDING MAIN 5TRUCTURE.
ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLIED BY 0.G 5HALL BE LE55 THAN OR
EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DE51GN LOADS 5HOWN IN THI5
DOCUMENT ARE ALLOWABLE DE51GN LOAD5.
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TYPE "C": # 14 SMS SCREW (Fu=74KS1, Fy=57KS1)
INTO 1/8' MIN. THK ALUMINUM MEMBER (6063-T5 MIN.)
# 14 TEKS SCREW (Fu= 120 K51, Fy=92K51)
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FLORIDA APPROVED
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4 MGR -209
GLA55 STOP (INSULATED LAMINATED GLA55)
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BCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search
Florida
raProduct ApprovalUSER: Public User
"r- - - ;. P
Product Aooroval Menu > Product or Application Search > Anolication List > Applik2tion Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL20352-R2
Revision
2017
Approved
Fr Glass
oos & Win
dows Inc.Dr—
8120 NW84thSt
Medley,
FL 33166
(305)470-8284
ulises@mrglasswindows.com
Ulises Senaris
ulises@mrglasswindows.com
Windows
Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Javad Ahmad
Evaluation Report
Florida License
PE -70592
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
08/27%2025
Validated By
A mmad�Riaz, P.E.
V Validation Checklist - Hardcopy Received
Certificate of Independence FL20352 R2 COI SS -Series MG -200 Alum Single Hung Wlndow(LMI-SMI)_
CI 2017.12df
Referenced Standard and Year (of StWffli-M gWdb • • Year
• •• • •
JAI 2V•i •• 1994
• • • • %1272 i • • • 1994
TAS 203 1994
• • 0:0
• • • • • •
Equivalence of Product Standards • � • • • • . •
Certified By • • • • 0.00 •• • •
• • • •
• • • • • • • • • • •
Sections from the Code
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Product Approval Method Method 1 Option D
Date Submitted
01/15/2018
Date Validated
01/16/2018
Date Pending FBC Approval
01/21/2018
Date Approved
04/10/2018
Summary of Products
FL # Model, Number or Name
Description
. ..
. ....
20352.1 Series MG -200 Aluminum Single
Large missile impact resistant aluminum single hung window.
Hung Window
•••
. .
..
. .
. ..
. ..
Limits of Use
Installation Instructions
• •
• •
0 0
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL20352 R2 II SS -Series MG -200 Alum
Single Hung
W"n w(LM )-2017 DWG W16-20.Rdf
Impact Resistant: Yes
Verified By: Javad Ahmad PE # 70592
Design Pressure: +80/-140
Created by Independent Third Party: Yes
Other: See attached drawing W16-20 for span vs. load
Evaluation Reports
combination and installation details.
FL20352 R2 AE SS -Series MG -200 Alum
Sinale Hung Window
fUU) -PAE 2017.E
Created by Independent Third Party: Yes
20352.2
Series MG -200 Aluminum Single
Small missile impact resistant aluminum single hung window.
Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20352 R2 II SS -Series MG -200 Alum
Sin le Hung,
Approved for use outside HVHZ: Yes
Window SMI) -2017 DWG W16-21.pf
Impact Resistant: Yes
Verified By: Javad Ahmad PE # 70592
Design Pressure: +80/-140
Created by Independent Third Party: Yes
Other: See attached drawing W16-21 for span vs. load
Evaluation Reports
combination and installation details.
FL20352 R2 AE SS -Series MG -200 Alum
Single Hung Window
KSMMI) -PAE 2017.p,Of
Created by Independent Third Party: Yes
F_ k] Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. LMyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
�� EA 5Fk7.
Credit Card
Safe
.......
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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 20352
Date: 01/08/2018
Detailed Product Description:
Manufacturer: MR. GLASS DOORS AND WINDOWS INC.
Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166
Model Name: SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW
Maximum Width: 53-1/8"
Maximum Frame Height: 84"
Maximum Load: +80 PSF. -140 PSF (Small Missile Impact)
Installation Drawings # W16-21
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests (Tested
in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT #
Sealed by
ASTM E283
Air Infiltration
Fenestration Testing
03/11/2016
FTL-8827
Idalmis Ortega, P.E.
Leakage
Laboratory, Inc.
ASTM E331
Water
Fenestration Testing
03/11/2016
FTL-8827
Idalmis Ortega, P.E.
OR ASTM 547 & TAS 202
Penetration
Laboratory, Inc.
ASTM E330
Uniform Static
Fenestration Testing
03/11/2016
FTL-8827
Idalmis Ortega, P.E.
& TAS 202
Air Press.
Laboratory, Inc.
ASTM F 588
Forced Entry
Fenestration Testing
03/11/2016
FTL-8827
Idalmis Ortega, P.E.
Laboratory, Inc.
Supplemental Tests (Tested
in accordance with TAS -201 and TAS -203)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT #
Sealed by
FBC 1626.2
Large Missile
Fenestration Testing
03/11/2016
FTL-8827
Idalmis Ortega, P.E.
(TAS 201 & 203)
Impact & Cyclic
Laboratory, Inc.
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the
above product conforms tQ the requireimenu of 4ia2017 Florida Building Code.
Evaluation Report Engineer:
...
•• • • • .
.. ••• •• • . .
Javad Ahmad PE # 70592•
•
AI-Farooq Corporation EB # 3538
:. .'. :. .' ealed: 1/12/2018
.... ....... .
9360 Sunset Drive, Ste 220 1 Miami, FL 33173 305.26411Cp j F: j05.;62.6°i78 I www.afceng.com I alfarooa@afceng.com
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
January 12, 2018
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
Ref: Mr. Glass Doors & Windows, Inc.
Series MG -200 Aluminum Single Hung Window (L.M.I. and S.M.I.)
Certificate of Independence
Dear Sirs,
As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced
above, I do hereby declare that I do not have and will not have any financial interest in any
company manufacturing or distributing the above referenced product, nor do I have or will have
any financial interest with any other entity involved in the approval process of the product.
.. ...
• • •
• • • • •
. .
• •
• •
.
• •
•
. .
• • •
• •
..
•
• •
Sincerely,
Javad Ahmad, P.E.
Chief Engineer
1/12/2018
9360 Sunset Drive, Suite 2201 Miami, FL 331744 •A 305.2648100,1 E;3.05.262.V78 I www.afcena.com I alfaroop@afcens.com
. • . . . • . . . .
. .. •. . . . .. ..
... . . . .•. . Y
1/8" TEMP. GLASS
3/16" HEAT STREN'0. GLASS
060" Interlayer
Soflex Clear And Color Gloss
BR 'Eastman Chemical Co.'
O
�060" Interlayer
Trosifol PVB
ay 'Kuroroy Americo, Inc.'
(-3/16' TEMP. GLASS
• •
SILICONE
• •AT 1/4 PUNTS ON UTES
DOW 795
oo
ON THIS DOCUMENT.
000000 •
18
• •
•
• •AT 1/4 PUNTS ON UTES
• • • •
•
yyEE��
23 a IDER THAN 3E" ONW
ON THIS DOCUMENT.
000000 •
• • • •
GLASS TYPE 'A'. •
.
7/16' OVERALL LAM. CLfES Is•
AL
ALTERED BY ANY MEANS.
• ••••••
• • • •
• • eGi.AZING OPTIONS
•rrn•
.0- • • •
nnn • • • • • •
ALUMINUM "biritE HUNd O'NMOW
REGION LOAD RATINGS POR THESE WNS TO BE AS PER
CHARTS SHOWN ON SHEET 2. • • • • • •
1/4" AIR SPACE
3/16" HEAT STREWD. GLASS
060" Interloyer
Saflex Clear And Color Gloss
'Eastman Chemical Co.'
OR
060" Interloyer
Troslfol PVB
By Kuraroy America, Inc.'
1 -3/16" TEMP. GLASS
SILICONE
DOW 795
AT 1/4 POINTS
ALL SIZES
GLASS TYPE 'B'
7/8" OVERALL INSUL LAM. GLASS
AMOVAL API-9ftg TO SINGLE URIVSOM •91DE BY SIDE
COMBINATIONS•OF F.4/S.H. OR SINGLE 4iUNG WITH OTHER
F.INDOW TYPES IN MODULES OF "C&OR BORE WINDOWS USING
�.�. APPRO75 1dOL110NS IN BEIWEEN. •
LOWER DESIGN pQF.OE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE,
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LA13EUNG_ TO COMPLY WITH SECTION 1709.9.2.
1./4" AIR SPACE CONSISTING OF:
SPACER,
'HELIMA' LOW PROFILE ALUMINUM SPACER
BY 'LINGERMANN GMBH'
AROUND THE PMETER OF THE GLASS,
PERIMETER SEALANERIT.
SILICONE
DOW CORNING 791
GE 2000
OR
'DURASEAL' EDGE SEAL SYSTEM
BY 'QUANEX'
6" MAX.
HEAD/SILL
CORNERS
53 1 /8'
WINDOW WIDTH
46 3/4"
D.L.O, (FIX. LITE)
20 1/2"
MAX.
A HEAD
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MAY BE USED
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AS REOD.
SEE CHART
/ FOR CAPACITY
3
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SILL ANCHORS MAX•
7a �
NOT REOUIRED SILL
ON THIS DOCUMENT.
FOR LOADS
UPTO 60 PSF 46 3/4"
D.L.O. (VENT)
AL
ALTERED BY ANY MEANS.
49 3/4"
VENT WIDTH
TYPICAL ELEVATION
TESTED UNIT
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT,
F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
FOR INSTALLATIONS UP TO 30 FT. OF GRADE,
SHUTTERS. -NOT READ, FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
FL #20352.2
A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
\\r'
PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
\\ Y;••
ON THIS DOCUMENT.
B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
AL
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
-_
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR RENEW.
D THE PROFESSIONALL ENGNEER OFTRECORD THAT PREPARED AND SIGNATURE OF
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PLANGE DIMS.
GLASS TYPES
A' & B'
MOTH
HEIGHT
EXT.(+) INT.(
19-1/8"
26-1/2"
30.
37
48"
53-1/8"
26"
(4)
80.0 140.
50.0 140.
80,0 140.
80.0 140,
80.0 140.
80.0 140:
19-1/8"
26-1/2"
30.
3T
48"
38-3/8"
(4)
80.0 140.
80.0 140:
80.0 170.
80.0 140.E
80,0 140.E
28-1/2"
30' 60-5/8`
37' (6)
48'
53-1/8-
19-1/8-
26-1/2"
3-1/8"19-1/8"26-1/2"
30 63"
37' (6)
48'
53-1/8"
19-1/8"
26-1/2"
30" 74-1/4"
37' (8)
48"
53-1/8"
19-1/5-
28-1/2*
31. 78"
37" (8)
48"
53-1/8-
19-1 /,.
3-1/8"19-1/8"
26-1/2"
30" 84"
37" (6)
48'
53-1/8'
-.. ., ... AT G. RAIL
NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS.
EQUAL LITES
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
GLASS TYPES
A' k 'B'
VADTH
HEIGHT
EXT.(+) 1NT.(-)
19-1/8'
26-1/2"
30"
32"
36"
37'
46'
48'
53-1/8"
50-5/8"
(6)
80.0 140.0
80.0 140.0
80.0 140.0
50.0 140.0
80.0 140.0
60.0 140.0
80.0 140.0
80.0 140.0
80,0 140.0
19-1/8"
26-1/2"
30"
32"
36"
37"
48"
63"
(6)
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
19-1/8"
26-1/2"
30"
32"
36"
37"
74-1/4'
(6)
80.0 140.0
80.0 140.0
8D,0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
19-1/8"
26-1/2"
30"
32"
38"
76"
(8)
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
80.0 1 140.0
19-1/8"
26-1/2'
30"
32' 1
84"
(8)
1
80.0 140.0
80.0 140.0
80.0 140.0
80.0 140.0
NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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ITEM /
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MG209
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GLAZING BEAD (7/16" GLASS)
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