WS-19-1859uj ✓�2 : !13rr JZo
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Permit MO.: WS-08'-19-1859
Miami Shores Village mitType: Witldows hatters
10050 NE 2 Ave
Miami Shores FL 33138 P@UaL'1SsfflcaW7!'Window/Door Replacement
305-795-2204 Permit Status: Approved
Issue Date:08/13/2019Expiration:02/10/2020
Location Address Parcel Number
1060 NE 95TH ST, Miami Shores, FL 33138 1132050120040
Contacts
MELISSA SCHACTER Owner AMERICAN STORM PROTECTION Contractor
JONATHAN RODRIGUEZ
Business: 7864598243
Business: 3052640446
Other:3055130514
Description: REPLACING 26 WINDOWS AND 5 DOORS Valuation: $ 30,000.00 Inspection Requests:
305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$18.00
DBPR Fee
$6.15
DCA Fee
$4.10
Education Surcharge
$6.00
Scanning Fee
$21.00
Technology Fee
$10.25
Windows/Shutters Fee
$360.00
Total:
$475.50
Payments
Date Paid Amt Paid
Total Fees
$475.50
Credit Card
08/13/2019 $475.50
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 constructjon and zoning. Futhermore, I authorize the above named contractor to do the work stated.
ature: Owner / Applicant / Contractor / Agent
—% 7
Date
August 13, 2019 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Master Permit No.
Sub Permit No
REeR> VE
AEG 3 �
FBC 201-1
wI -0y-11- I k55
REVISION EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Q(O() Q�— 1� S S 11 .
City: Miami Shores County: Miami Dade zip: S-?3
Folio/Parcel#: 11 - 32UN - (; (2- QQq o Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1 SSA J ('V\C' C,+Cx- Phone#: �-LCn `k �1 �2'-t
Address: I C c� tJ (C" � S S�st-
City: IM Um• 5hdreS. State: mil_ Zip: 3
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: � Yhn-.r� -�-C3Y hr-\ - Y)M ttC +1 nn Phone#: iSC1S I �{-
Address: 9+4-6 N W CS2 QA S-1- -'P-
City: �-Ai Cary, : State: L Zip: �3 1 CQ C 0
Qualifier Name: 1ZC"(77Ar; -I1 Z Phone#:
State Certification or Registration #: V L-1C, (,S
DESIGNER: Architect/Engineer:
of Competency #:
hone#:
Address: City: State
e2 �s��a�-%fQ
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ED Alteration ❑ New ❑ Repair/Replace
Zip:
❑ Demolition
Description of Work: 11-c- ' C Z ws Gl C 5 CAUv�J
-17� 11Y,\ t� Lam'
Specify color of color thru tile:
Submittal Fee $ � Permit Fee $
Scanning Fee $
Technology Fee
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $,
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(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 Signature
'd1c,
OWNER or AGENT CONTRACTOR
The foregoing instrument
�was
'acknowledged before me this
day of t1 o1's- 20 by
, who is personally known to
me or who has produced �. L - as
identification and whoa 4 take an oath.
NOTARY PUBLIC:
The foregoing instrument was acknowledged before me this
day of + 20 L Gl , by
10Y ti-Gtn�(G�YIC!'.i'�- who is personally known to
me or who has producec(„ as
identification and who did take
NOTARY PUBLIC:
Sign:
—
Sign:
Print: Gt
Y 1-9
Print:
Y P�,
sue••.
•ttRY PV •,•
NATALIE HERNANDEZ
Seal:
NATALIEHERNANDEZ
MY COMMISSION # GG 230408
Seal:
MY COMMISSION # GG 230408
EXPIRES: June 19, 2022
a.
:;>Pa
• �'F °F F ;°.'•
EXPIRES: June 19, 2022
Bonded Thru Nota Public Underwr(ters
o.
'`FOF F��"•
Bonded Thru Notary Public Underwriters
************
*************************************************************
5
G"
APPROVED
BY
"
Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
Prepared By and Return To:
Avi S. Tryson, Esq.
Goode, Adamczyl:, DeBoest & Cross, PLLC
2600 Douglas Road, Suite 7I7
Coral Gables, Florida 33134
WARRANTY DEED
CFN; 20190374083 BOOK 31465 PAGE 1733
DATE:0611712019 02,48*12 PM
DEED DOC 3,870.00
HARVEY RUVIN, CLERK OF COURT, MIArDADE CTY
This Indenture made this _� day of June, 2019 between Logan A. Sawed and Savyon
Chartor N/K/A Savyon Sawed, as husband and wife whose post office address is 15720 SW'77
Ave, Miami, Florida 33157, grantor*, and Ari Prcgen and Melissa Schacter, as husband and wife,
whose post office address is 1060 NE 951h Street, Miami Shores, Florida 33138, grantee*,
Witnesseth that said grantor, for and in consideration of the sum of TEN AND N0/100
DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by
said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the
said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying
and being in Miami -Dade County, Florida, to -wit:
Lot 4, Kirby's Addition to Miami Shores, according to the plat thereof, as
recorded in Plat Book 41, Page 44, Public Retards of Miami -Dade County,
Florida
* "Grantor" and "Grantee" are used for singular or plural, as context requires.
SUBJECT TO comprehensive land use plans, zoning and other land us restrictions, prohibitions
and requirements imposed by governmental authority; restrictions and matters appearing on the
Plat or otherwise common to the subdivision, but this shall not serve to reimpose same; outstanding
oil, gas and mineral rights of record widiout right of entry; unplatted public utility easements of
record; taxes for the year 2019 and all subsequent years.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in
fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the
grantor hereby fully warrants the title to said land and will defend the same against the lawful
claims of all persons whomsoever; and that said land is free of all encumbrances, except as
provided above.
[REMAINDER OF THIS PAGE INTENTIONALLY BLANK]
CFN: 20190374083 BOOK 31485 PAGE 1734
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above
written,
Signcd, scaled and delivered in our presence:
Witness Signature:
Print Name: 1rt�
Witness Signature:
Print Name, n
STATE OF FLORIDA )
) SS:
COUNTY OF MIAMI-DADE )
The foregoing instrument was acknowledged before me this S day of Jwic, 2019 by
Logan A. Saved and Savyon Char#or N/IUA Snvyon Szwed, who j 4j is/are personally known
or who [ J has/havc produced as identification.
My Commission Expires: IS!
Pri N r
A0 7rylonMY
8,Vk4 I& caftnil�19 iUtQy
���
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).
ledge
Signature Date Print Name
.
ASP Windows and Doors
Milissa Schacter
1060 NE 95th St
Miami Shores, FL 33138
6N Melissaschacter@hotmail.com
=8Tjhq,,tr Agreement
i
i
ESTIMATE IP20104569 j
TOTAL $30,000.00
CONTACT US
8440 N.W. 64 St Bi
Miami, FL 33166
m (305) 513-0514
estimates@aspwindows.com
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ES7H- i n 51-RoilinTWFndoovi-=53=1/8 x 50=5/8 —
5l16" Laminated Impact Glass
ES Picture Window - 37 x 50-5/8 ---_--------�-----`--_--_--+—
---`- —�— -- 1.0
$852.00
$852.00
7/16" Laminated Impact Glass Fixed
ES Picture Window - 18 x 38-3/8--~------__.____—__—.__.___._.___.________.___
1.0
$710.00
$710.00
T16" Laminated Impact Glass Fixed
ES Picture Window - 18 x 63
2.0
$942.00
$1,884.00
7/16" Laminated Impact Glass Fixed
ES French Doors - 39-3/8 x 80
1.0
$2,422.00
$2,422.00
7/16" Impact Glass Single Door
Double Bore System
ES Picture Window - 37 x 50-5/8 -- _
1.0
$852.00
$852.00
7/16" Laminated Impact Glass Fixed
ES Architectural Windows - 53 x 53 Circle
1.0
$1.212.00
$1,212.00
7/16" Laminated Impact Glass
ES Picture Window - 15 X 63
4.0
$930.00
$3,720.00
7/16" Laminated Impact Glass Fixed
ES Picture Window - 37 x 38
1.0
$764.00
$764.00
75
7/16" Laminated Impact Glass Fixed
-
ES French Doors - 31 x 80
1.0
$2,280,00
$2,280.00
7/16" Impact Glass Single Door
Double Bore System__
ES Picture Window - 37 x 26 _ ~ �^
1.0
$740.00
$740.00
7/16" Laminated Impact Glass Fixed
ES Picture Window - 53-1/8 x 50-5/8
.2.0
$1,007.00
$2,014.00
7/16" Laminated Impact Glass Fixed
ES French Doors - 60 x 80
1.0
$4,100.00
$4,100.00
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1 of 5
7/16" Impact Glass Double Door
Double Bore System
ES Picture Window - 64 x 50-5/8
7/16" Laminated Impact Glass Fixed
—ES French Doors - 31 x 80
7/16" Impact Glass Single Door
Double Bore System
ES Picture Window - 53-1/8 x 50-5/8
7/16" Laminated Impact Glass Fixed
ES French Doors - 31 x 80
7/16" Impact Glass Single Door
Double Bore System
ES Picture Window - 37 x 38-3/8
7/16" Laminated Impact Glass Fixed
ES Picture Window - 37 x 50-5/8
7/16' Laminated Impact Glass Fixed
ES Horizontal Rolling Window - 53-1/8 x 50-5/8
5/16" Laminated Impact Glass
ES Picture Window - 18 x 38-3/8
7/16" Laminated Impact Glass Fixed
ES Picture Window - 37 x 50-5/8
7/16" Laminated Impact Glass Fixed
--... ----...---- ---------------------...—_.. - - -
ASP Permit Processing - All municipalities excluding Miami Beach and Coral Gables
(Excludes City Permit Fees)
Carpentry (materials and Installation) 12 openings
Carpentry
Glass blocks Removal (With plaster finish) 4 openings
Demo
2.0 $1,206.00
.----.--------
$2,412.00
1.0 $2,280.00
$2,280.00
n
1.0 $1,007.00
$1,007.00
- _.....
1.0 $2,280.00
$2,280.00
1.0 $764.00 $764.00
1.0 $852.00 $852.00
1.0 $1,130.00 $1,130.00
1.0 $710.00 $710.00
1.0 $852.00 $852.00
1.0
$880.00
$880.00
12.0
$300.00
$3,600.00
4.0
$100.00
$400.00
Product Details - ES Elite Windows and Doors
Frame Type: Aluminum
Frame Color: Duranar Bronze
Glass Type: Laminated Impact Glass
Glass Color: bronze (Confirmation needed)
Hardware: Stainless Components
Warranty: 5 Yrs (Materials) ! 5 Yrs (Labor) / 10 Yrs (Finish)
Notes:
_—____�--------_ _— --'- ,a Nw n.nwindows.com 2 of 5
Michael Marrero 07/1719
Melissa Schacter 07/17/19
Subtotal
Total
10% deposit $3000.00
ASP Windows and Doors License Number: CGC1513274
NOTE: City fees are paid upfront by ASP and ASP will be reimbursed upon receipt by purchaser.
ASP Responsibilities:
Exterior caulking will comply with AAMA 808.3 Section 1.4 or ASTM C 920 Class 25 Grade NS or greater
Buck and stucco repair is included as needed (excludes major unforeseen conditions)
To provide client with proof of state license and certificate of insurance.
To haul away all trash and debris
$39,847.00
- $9,847.00
$30,000.00
To provide notice of commencement and partial release of lien and manufacture order waivers as payments are made upon request.
Five
To provide a three year warranty on labor.
-In good faith - ASP may assist client with the following items but will not be held responsible for any damages: moving furniture and valuables,
remov_mg window treatments, reinstalling window treatments, removing alarm system wiring, and covering work area to help prevent dust and debris
from entering home.
-Purchaser understands that lead time varies depending of manufacturer(s) being used for this project. Purchaser understands that products for this
project will not go into production until ASP receives "The Notice to Proceed" if this project is financed by another party, 50% deposit is paid when it is a
cash deal, and / or in some cases city permits and associations have provided approvals required.
- Upon substantial completion, purchaser shall only hold a maximum of 5% of the total contract value but shall not exceed over $1,000. The following
pending items are some examples that shall not be used to hold more than the allowable amount: screens, glass repair, parts repair, hardware, etc. At
times, a service ticket needs to be submitted to the manufacture for a manufacture service to take place. This is also a pending item that shall not be
used against ASP to hold any more than the allowable amount. In the case that the project is financed, ASP will supply purchaser with a check for the
amount of the hold upon receiving funding from the third party.
- If this project is not financed, the initial deposit will be for 50% - 40% at delivery and installation starts - 10% after passing final inspection
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUES), THOSE WHO WORK ON YOUR
PROPERTY WILL PROVIDE MATERIALSAND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENTS AGAINST.
YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUB CONTRACTORS, SUBCONTRACTOR, OR MATERIAL
SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID
YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LEIN ON YOUR
PROPERTY. THIS MEANS IF A LIEN IS FILED, YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS,
OR OTHER SERVICES THAT YOUR CONTTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU
SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENTS ARE MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU
WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S
CONSTRUCTION LEIN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
Terms and Conditions
1. BINDING: upon purchaser, its heir, the successors and/or assigns. Purchaser further represents that he is the true owner of the subject premises
upon which seller will be installing the subject hurricane protection products. Purchaser acknowledges that this agreement and the subject purchase and
tonmn
sell contemplated herein does not constitute a home solicitation sale and that seller and it's salesperson and agents called upon purchasers and made a
business visit to purchasers home upon the express invitation of purchaser or the purchasers agent.
2. INSTALLATION PROCESS: During installation of the hurricane protection products as contracted for within this agreement, each system shall be
tested for fit and operation. Purchaser agrees that it must be present during the installation process if it desires to view the hurricane system
proper
install deploy the
installed and deployed. Should purchaser not make arrangements to be present, seller will be under no obligation to again of either
window, door, and/or shutter system. Following installation, if the purchaser believes that seller has failed to provide any products purchased under this
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agreement, and then in that event, purchaser must advise seller within ten (10) days following the installation.
3. PAYMENTS: Any payments due and owing for longer than ten (10) days shall bare interest at 18% per annum. Purchaser agrees that it will not make
a
any deductions from or back charges against any amounts due seller pursuant to the terms of this agreement without prior written agreement of seller.
In the event that purchaser deliver's to seller or personal, business or corporate check which is returned to the seller by its depository bank for any
reason whatsoever purchaser shall pay to seller a processing fee in the amount of FIFTY AND NO/100 DOLLARS ($50.00). Thereafter at the option of
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the seller, seller may require to pay all further payments in cash, cashier's check, or money order. After being directed to do so by seller, if purchaser
does not comply, purchaser shall be in default of this contract. Both parties agree that the buyer may hold back up to 5% of the unpaid balance in the
event of any recognized minor defects, loss or damaged screen, damaged glass, or any other minor item that may require replacement providing that
the windows and/or doors that are specified on this contract are installed. If job is financed through seller, purchaser will provide a holdback check in the
amount of 5% of the balance in exchange for the signed completion certificate and a commitment date to have specified service items completed will be
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provided as part of this condition and the 5% will be paid to American Storm Protection upon completion. This is considered to be a cash agreement.
American Storm Protection offers financing from many financial institutions as convenience towards to our customers. American Storm Protection is not;
a lender and has no say in the final decision rendered by the lender regarding your financing. American Storm Protection offers no financing programs
directly at this time. Purchaser agrees that any delays when payments are due will result in a delay in job completion.
s
4. PURCHASER REMEDIES.: It is expressly agreed that following the installation of the subject goods and products, the purchaser exclusive and sole
e
remedy shall be the remedies contained in the warranty certificate attached to this agreement, the terms of which are incorporated herein by this
'
reference. There are no warranties, expressed, implied or statutory which extend beyond the description contained in the warranty certificate. Seller
shall have no liability for any consequential damages incurred by the purchaser. Notwithstanding the foregoing, seller's liability for damages to
purchaser, including any or all attorney fees and costs of suit to which the purchaser may be entitled, are expressly limited to the lesser of the contract
amount of this agreement or the amount paid or deposited by the purchaser. Should .purchaser be entitled to its return of its deposit purchaser agrees
that it shall not be entitled to any interest, court cost or attorney fee for obtaining the return of its deposit unless sellers retention of the deposit was
willful and in bad faith.
5. LIQUIDATED REMEDIIES: Should purchaser default in the payment of any sums due under this agreement or should purchaser attempt to cancel or
=terminate-for,any reason=whatsoever;=setter=in-addition-to-any.and-all-other,,rights-torwhich-sellereis-entitled_as_a,matter_of_law shall have the option of
_.
electing to accept as liquidated damages a sum equal to one half (1/2) of the total contract amount as shown in the front agreement.
6. NOTICE OF CUSTOMER RIGHTS UNDER FLORIDA HOME OWNERS' CONSTRUCTION RECOVERY FUND FOR RESIDENTIAL CONTRACTS
IN EXESS OF TWO THOUSAND FIVE HUNDRED DOLLARS ($2,500.00) , FLORIDA STATUTES 489.1425 REQUIRES US TO NOTIFY YOU OF THE
FLORIDA HOME OWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT.
WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLOIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT
THE RECOVERY FUND AND FILING CLAIM. CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE TELEPHONE
NUMBER AND ADRESS: 7960 ARLINGTON EXPRESSWAY; SUITE 300, JACKSONVILLE, FLORIDA 32211-7467 (904) 727-6530.
7. SUFFICIENCY OF STRUCTURE: Purchaser agrees that it shall be purchaser's obligation to provide and to insure that any and all walls, structures
and other improvements to which seller's window/door/shutter product is to be attached is of sufficient strength, construction and integrity so as to allow
the attachment and installation of seller's shutter product in compliance with all the applicable government building codes and requirements, using
seller's standard installation, procedure, tools, parts and fasteners. Seller shall not be responsible for and is relieved of any and all obligation to install
any product if seller encounters any hidden or unforeseen condition that interferes with or otherwise increase the cost of seller's standard installation. It
f, .
is often difficult for seller's salesperson to determine whether the intended manufacture and installation of the hurricane protection
products is unusual and/or extraordinary. Should unusual, extraordinary or abnormal conditions arise or become evident as to any portion of the
engineering, manufacture and/or installation of the hurricane protection product, then in that event seller shall have the absolute right to cancel this
agreement and the seller's financial liability thereafter shall be limited to the return of purchaser's deposit less seller's incurred costs.
8. DAMAGES DURING INSALLATION: Although seller will use reasonable care in the installation of the subject goods and products, purchaser agrees
that certain damages to purchaser's property as a result of the installation are unavoidable. Purchaser agrees that the seller will not be responsible and
purchaser specifically waives any claims for such damages that may occur during installation, whether caused by seller or others, including but not
limited to, cracked, chipped or damaged tile, marble or Chattahoochee caused by drilling, cracked roofing tiles or other roof damage caused by walking
on purchaser's roof, damages to landscaping when access to windows or door openings are impeded or hampered by landscaping such as trees, flower
beds or shrubbery, damage to paint, stucco or plaster, damages to windows or window sills, damages to pool enclosures and screening surrounding
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pools, damages from debris, dust or scrap caused by metal shavings or cement dust occurring during the installation of window/door/shutter systems
and which may be blown into pools, spas or ponds, damages caused by the existence of concealed or non -apparent conditions, including the existence
of electrical, plumbing, air-conditioning, alarm systems or other components not visible to seller or seller's installer, and any and all damages or defects
_
resulting from installation required by purchaser which depart from conventional installation methods or practices, or defects are damages resulting from
design changes requested by which depart from approved engineering specifications or building codes. The installation of hurricane protection products
requires the drilling of a considerable number of holes in the structure to which the hurricane protection product is to be attached.
9. NO DAMAGE FOR DELAY: Purchaser agrees that seller shall not be responsible for and shall not be liable to purchaser for any delay damages
experienced by purchaser. Purchaser expressly waives any such delay damages. Should the delivery or installation of the subject goods and products
require purchaser and its agents to obtain homeowner association approval or condominium association approval for the delivery and installation of the
. -.
subject goods and products, then in that event, seller's obligations to perform under this agreement shall be postponed until receipt of such approval.
Purchaser's obligation under this agreement shall not be contingent upon any such approval and purchaser agrees to seek diligently and in good faith to
obtain such approval as soon as possible. Purchaser understands and agrees that any dates provided or otherwise represented for the manufacture,
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completion or installation of the goods and products which are the subject of this agreement are simply good faith, non -binding estimates and are
anticipated approximate dates and do not constitute a material representation by seller or a material inducement to purchaser and may be extended
and/or delayed due to conditions reasonably beyond seller's control, including but not limited to supply and demand, the time of year, availability of
material, availability of installers, weather conditions, permitting problems, government approvals and other factors which may delay seller in the
performances under this agreement. Purchaser acknowledges the additional time that may be necessary for the installation of the subject goods and
products based on foregoing matters. Purchaser understands and acknowledges that the manufacture and installation of the subject goods and
products will take longer if purchaser is purchasing the subject goods and products during or immediately prior to the yearly hurricane system and the
goods and products may not be manufactured and installed in time for the hurricane season. The failure to manufacture and install the goods and
products in time for the hurricane season or in advance of a specific hurricane shall not be cause or excuse for purchaser to not honor its payment
obligation under this agreement. Seller shall have no responsibility to purchaser for damage caused to purchaser's property or for the purchased
emergency materials and/or supplies, because of seller's failure to timely supply and install hurricane protection products that are the subject of this
agreement.
10. LEGAL PROCEEDINGS: Should it become necessary for seller to utilize the services of an attorney to collect or attempt to collect any amounts due
and owing under this agreement, then in that event, purchaser agrees to pay seller's reasonable attorney's fees and court costs. Should any of the
rights, duties and/or obligations arising from this agreement, purchaser agrees that the exclusive jurisdiction and venue for bringing that action shall
should be within the state courts of Broward county. Florida. Any judgment obtained by seller against purchaser will bear interest at the rate of eighteen
percent (18%) per annum. Purchaser and seller hereby knowingly, irrevocably, voluntarily and intentionally waive any right either may have to a trial by
jury (or to the use of an advisory jury) in respect to any action, proceeding or counter claim based on this agreement, arising out of, under or in
_cannection-with-this,agreement-o,agy�cggrse of_dealirag,_siateme�lts_(whether verbal or written or actions of any ty e what so ever of any party hyereto.
11. MISCELLANEOUS.: Owner acknowledges (A) that work performed in a workmanlike manner may have minor irregulations or imperfections. Seller is —
not liable for any irregulations or imperfections for work that meets or exceeds industry standards; (B) Failed inspections do not constitute a breach of
contract; (C) Delay or failure to pay seller is considered to be a breach of contract; (D) Seller is not liable for purchaser's aesthetic preferences such as
color or material choices; (E) Seller shall not be liable for any work performed by its installers pursuant to the direction of purchaser. (F) If conditions are
encountered at the construction site which are subsurface or other wise concealed physical conditions or unknown physical conditions of an unusual
nature, which differ materially from those ordinarily found to exist and generally recognized as inherent construction activities, purchaser will promptly
investigate such conditions and if that differ materially and cause an increase or decrease in the Seller's cost of and/or time required for performance of
any part of the work hereunder purchaser will negotiate with the seller an equitable adjustment in the contract amount.
12. Cancellation: The purchaser may give notice of cancellation to the commercial telephone seller in writing within 3 business days after receipt of the
confirmation. If the commercial telephone seller has not provided an address for receipt of such notice, cancellation is effective by mailing the notice to
the department.
13. Delays by purchaser: If the purchaser puts a hold on production due to whatever reason, prices are subject to change by the manufacturer. The
purchaser will be responsible in the event that there is a price increase. Seller will only be able to guarantee price for 30 days.
y,
�nr, ci,2o7n wwwasowindows.com 5 of 5
Property Search Application - Miami -Dade County
Page 1 of 7
Folio
PROPERTY INFORMATION
Folio: 11-3205-012-0040
Sub -Division:
KIRBYS ADDN TO MIAMI SHORES
Property Address
1060 NE 95 ST
Owner
ARIPREGEN
MELISSA SCHACTER
Mailing Address
1060 NE 95 ST
MIAMI SHORES, FL 33138
PA Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL- SINGLE FAMILY. 1 UNIT
Beds / Baths / Half 3 / 3 10
Floors 1
Living Units
Actual Area 2,072 Sq.Ft
Living Area 1,75a Sq.Ft
https://www8.miamidade.gov/Apps/PA/propert,ysearch/
8/13/2019
Property Search Application - Miami -Dade County
Page 2 of 7
Adjusted Area 1,915 Sq.Ft
Lot Size 8,927.6 Sq.Ft
Year Built Multiple (See Building Info.)
Featured Online Tools
Comparable Sales
Glossary
PA Additional Online Tools
Property Record Cards
Property Search Help
Property Taxes
Report Discrepancies
Report Homestead Fraud
Special Taxing Districts and Other Non -Ad valorem
Tax Comparison
Assessments
Tax Estimator
https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/13/2019
Property Search Application - Miami -Dade County
Page 3 of 7
TRIM Notice
ASSESSMENT INFORMATION
Year
Land Value
Building Value
Extra Feature Value
Market Value
Value Adjustment Board
2019 ��
$337,151
$150,995
$1,080
$489,226
2018
$321,590
$151,330
$1, 093
$474,013
2017
$321,590
$140,745
$1,107
$463,442
Assessed Value
$330,841
$324,673
$317,996
TAXABLE VALUE INFORMATION
2019
2018
2017
COUNTY
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$280,841
$274,673
$267,996
SCHOOL BOARD
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$305,841
$299,673
$292,996
CITY
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$280,841
$274,673
$267,996
REGIONAL
�
Exemption Value
p
$50000
,
$50000
,
$50,000
Taxable Value
a
$280,841
$274,673
$267,996
BENEFITS INFORMATION
Benefit
Type
2019 2018
2017
Save Our Homes Cap
Assessment Reduction
$158,385 $149,340
$145,446
Homestead
Exemption
$25,000 $25,000
$25,000
Second Homestead
Exemption
$25,000 $25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional).
FULL LEGAL DESCRIPTION
5
https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/ 13/2019
Melissa Schacter
1060 NE 95 Street
�,�-- Miami Shores, FI 33138
Vl-
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ES 150
ES 150
16-0617.03
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Picture Window
Picture Window
32 x
Picture Window
32 1/2 x 81 1/4
17-1218.12
17-1218.12
17-1218.12
17-1218.12
37 x 38
55 3/4 x 40
64 3/4 x 46
64 3/4 x 46
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ES 1500
24
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18-0221.03
17-1218.12
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37 x 51 3/8
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ES 150
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17-1218.12
55 1/4 x 51 318
ES Mullbar
1x3 Note:Structal Columns
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8 \\l� 1
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ES 150 O ES 1500
Picture Window Picture Window
17-1218.12 17-1218.12
46 3/4 " (6) 16-1/4 x 63
ES 150
Picture Window
q
17-1218.12
Bedroom 521/4x503/8
Egress
ES - EL300 13
French door
ES 150
16-0617.03 ma
Picture Window
Right Hand Active F+
17-1218.12
60 x 81
52 1/4 x 50 3/8
ES 150
Picture Window
17-1218.12
36 1/2 x 25 3/4
;----------- ------- --- ---
-
11
ES - EL300
French door
16-0617.03
Hinge Right
33-3/4 x 81-1/8
r
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ES 150
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-
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r
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41 3/4 x 40 1/4
heierence for Mark#sj
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: tlLtE'YIC� �ok,(kA frrite"/0ADDRESS: 1060 LL '75
PROJECT: /Le,1,h
City State ZIP
EXPOSURE "D" WIND VELOCITY = 175 MPH I ROOF SLOPE > 10
Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft)
(ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 45 50
+ 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5
15 -- --- ---- 15 - -- -- - - -.
52.7 51.4 50.5 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 62.5 60.7 59.3 58.1 57.2 56.3 55.6 54.9
17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4
53.7 52.4 51.5 50.8 50.2 49.7 49.3 1 48.9 48.6 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.6 56.0
20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 Q + 51.0 49,6 48.7 47.9 47.3 46.8 46.4 46.0 45.6
A - 55.3 53.9 53.0 52.2 51.6 51.1 50.7 50.3 49.9 A - 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 57.6
4) + 51.9 50.5 49.6 48 8 48.2 47.7 47 2 46.8 46.5 d + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5
Q- 22 -.... --- --- - - -- IZ 22 ---- --- - _ - --
- 56.3 54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 " G - 69.5 66.8 64.8 63.3 62.1 61.0 60.1 59.3 58.6
in
O + 53.3 51.9 50.9 50.1 49.5 49A 48.5 48.1 47.7 4-25 + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 •
00, - 1 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52.6 52.3 a071.4 68.6 66.6 65.0 63.8 62.7 61.8 61.0 60.2 •
1i 28 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 I.L. 28 + 54.3 52.8 51.8 51.0 56.4 49.949.4 49.0 48.6
a 58.9 57.4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 a - 72.7 69.8 67.8 66.2 64.9 63.8 62.9 62.0 61.3
+ 54.7 53.3 52 3 515 50- ....... • ...... + ..._._._. } ......
i - 59.4 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 i - 73.3 70.4 IS&3 66.8 6.1.5 1 64.ltd 96SA4 62.6 6 8 •
vi 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 503 50.3 y 35 + 56.1 54.7 53.6 5 . 52.1 51.6 51.1 50.7_ 5_•043 0
L 60.9 59.4 58.4 57.6 56.9 56.3 55.8 55.4 55.0 m - 75.2 72.2 70.1 68.5 67.2 66.1M ffZ 64.26 4 •
�- + 37.6 56.0 SS.0 54.1 53.5 52.9 52.4 51.9 51.5 CL + 37.6 56.0 55.0 .5 S2.9 52.4 51.9 51.5 •
It* 40 to 40 •
y - 62.4 60.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 y 77.1 74.0 71.9 10.2 61.9 67.1 66.2 65.8 •
0 __ _ 55.5 54.8 54.2 53.7 53.2 52.8 0 + 59.0 57 4 56.3 5.5 4.8 54. SS.0153.2 2.8
N45 + 59- 57.4 --- ._5._ .__.._..,.._.._.. . _._ ---
57.8 79.0 75.9 73.7 T 7 .5 69-9 6 . 67.4 •6�ti• •
50 + 59.9 58.3 57.2 56.41 55.6 55.0 54.5 54.1 53.7 50 + 59.9 58.3 57.2 :56.4 55.6 551) 54.1 53.7
65.0 63.41 62.3 61.4 60.7 1 60.1 59.6 59.1: 58.7 - 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5 1 67.7
55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54:9 54.5 55 +H61358.1 57.2 56.5 55.9 55.4 54.9 5466.0 64.4 63.3 62.4 61.7 61.1 60.5 60.1 59.776.0 74.3 72.8 71.6 70.5 69.6+ 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55S 55.3 +59.0 58.1 57.4 56.8 56.2 55.8 55.360 --.._.__ ........ ..........- -__ _.._ -- - - 67.0 65.4 64.3 63.4 62.6 62.0 51.5 61.0 60.6 77.2 75.4 73.9 72.7 71.6 70.7 69.8
GENERAL NOTES FIGURE 1
D=10% OF LEAST HORIZONTAL DIMENSION
1. TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS
2. ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 417-11
BY USING FIGURE 1 AS REFERENCE. ZONE 5
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
H
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN
-�i
ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u D
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR 0 0
SHOWN BUILDING HEIGHT IN END ZONE.
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
8, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS U
Clem 10-02-131 REVISIONS:
drown by M.F. AL-FAROOQ CORPORATION
no. date by description ENGINEERS & PRODUCT DEVELOPMENT
clroeked by: H.M.
DWG N0. i 9360 Sunset Dr. Suite TEL. (305) 264-8100
220 MIAMI, FL 33173 FAX. (305) 262-6978 JAVAD AHMAD
SHEET 1 OF 1 FLA P.E. i 70592; EB CAN. 3538
, ano
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
E.S. Windows, LLC
3550 NW 491' Street
Miami, FL 33.142
MUM—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade&ov/econom1
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 ProgWt Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) re?mvede right•. • • •
to have this product or material tested for quality assurance purposes. If this producteor material' fails to •,
perform in the accepted manner, the manufacturer will incur the expense of suclr Wsjthg and the 1AJ mad • • • • •
immediately revoke, modify, or suspend the use of such product or material wit11ih•t*1r jurisdiction. RER....:
reserves the right to revoke this acceptance, if it is determined by Miami -Dade r6daty Prod":Control
Section that this product or material fails to meet the requirements of the applicabla 19ngcoaj. , ; , , •i,
This product is approved as described herein, and has been designed to comply yYkb Ae Flot& $gilding.....
Code, including the High Velocitv Hurricane Zone. �. �... .'
ped, Extruded Aluminum Tube Mullion
ESCRIPTION: 717p -L.M.I. �; • • • • • •
APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube MuAiom", sheen 1 Itrough i • • • •
of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, sign8d Wsealed
by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
AcceDtance number and exDiration date bv the Miami -Dade Countv Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
ABELING: 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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 1&0205.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 19-0405.10
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
Y51-79M Page 1
E.S. 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. 04-0712.01)
2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 • 0000 • • • • 0 : •
2) Uniform Static Air Pressure Test, Loading perF$C TAS2Q2-94 .'
3) Water Resistance Test, per FBC, TAS 202-04 • •
... .. . ......
4) Large Missile Impact Test per FBC, TAS 2fAt940 ....:
5) Cyclic Wind Pressure Loading per FBC, TAY20i-94 : • • • •
:00'6 Forced En trYTest, Type "D-A" fixed windP•.NY•� • de 1Q, Level LY....
1 per ASTM F 588-04, Side -Hinged Door'Sy'stems'p@? •MAMA• • • • -
1304-02 and per FBC 2411.3.2.1, TAS 202;94; •; 0•,
along with marked -up drawings and installation diagram of w1ndoN4s muAQdAgethei,�' • •'
prepared by Fenestration Testing Laboratory, Inc., Test Report§§ Itilo: FTC; 38jp, dated• ...
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, ali.s ptd and
sealed by Joseph Chan, P.E.
(Submitted under NOA No. 04-071 Z 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61b
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
�Y�MAA2
Manuel r P.E.
Product Contro =-05.10
finer
NOA No.
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no
financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03;
FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration
Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 04-0712.01)
G. OTHERS • • • •
.... ......
1. Notice of Acceptance No. 14-0731.06, issued to ES Windows:106%or their. Extruded • •
Aluminum Tube Mullion — L.M.I., approved on 09/16/14 and ttqYjring on09114ell9. • • • •' •
.... . .....
...... . . .....
.... .... ......
. . . . .... %
Manuel Per z P.E.
Product Control iner
NOA No. 19-0405.10
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B. TESTS
1. None
C.
fB
E.
F.
G.
CALCULATIONS
1. None
QUALITY ASSURANCE 0000
0
. . ....
......
1. Miami -Dade Department of Regulatory and Economic ResoufcA'(IIER) .. .
.'
...... ...
......
MATERIAL CERTIFICATIONS •'
' ......
1 . None • • • • • • : • • • 0 •
• •
.... .
.....
...... . .
0
.....
STATEMENTS .. .. .. ..
......
1. Statement letter verifying conformance to FBC 6" Edition (2011,otssued by'Al-
'.
Farooq Corporation, dated March 28, 2019, signed and sealed by Mad A ,•P.E.
. .
......
• • • •
•
. .
OTHERS 00
1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion - L.M.I., approved on 03/08/18 and expiring on
09/16/19.
E-3
Manuel P e P.E.
Product Controt4i.i
ner
NOA No.0
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MWAI-DARE COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
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 MANUFS 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 RENEWED BY BUILDING OFFICIAL
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP i DEMIMINE DESIGN LOAD REOUHRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE MIAAII-DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REOUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS
,SMP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
CAL
DNG PRODUCT
1.00
0
4.000
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
� J
2 r
7tODiIL^T REI/CWd^i8 2.^ �?
�11 ncpF,:yr wlt! tat F1oeLb
• •
• •
• •
• •
• 6 ,<re. .. DaM ¢
'ie 7rf4i0rl Cara �
• • • • •
• Y
i
• •
• • ��.••
PRODUCT REVISED
m camPLyi ii vI16 /• Florida
• • • • •
• •
•
• •
• • •
•
•
• .iiMim Cede
• • AnePF:a�w Dy ��10'.
•• •
•
•
l
•ID17 �
• •
• e •
•
• •tiamt Pno•ln �YiAS/QJyp
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
OF .kA
m%MaU
o_
F i L n
094 94� Is
d M O G
IWu
0 top
C C ut'i
cr
0IL0 p+
M y Z 0J N
Q W DLL 6
LL Z W _ o
O �pJ
Q W Off F
crowing no.
M04-04
,.6DD r
-f.125
�{ 1.000
1.000 �,125 .336
125
.1zs
4.000 3.000
3.000 .125
Lu L
.336
II - 1.468 N\4
II .m N\4 Ix - 2.037 IN\4 SZ - .977 IN\3
SI - .634 N\3 SI - 1.018 N\3
1 X 3 1 X 4 1 X 3
STD MU LL0 1 STD. MUWON CUSTOM MUWON
6063—T6 6063—Te 6063—T6
-I 1.000 '•-
.323
4.000 125
azs
Ix - Z975 N\4
SZ - 1.457 N\3
1 X 4
CUSTOM MUWON
6063-T6
25
15
It - 1.457 0\4
Sz - .978 w\3
2 X 3
STD. MUWON
8063-T6
II - 2.976 N\4
SZ - 1.488 N\3
2 X 4
STD. MULLION
L-
2.0002.000--i
Ed.
Ed - MIN- EDGE DIST. o
1/2' FOR 1/4' DYL ANCHORS
5/8- FOR S/16' DIA ANCHORS
ANGLE CUP
6063-T5
$ - "04 N\4
SI - 2.082 N\3
2 X 5
STD, MUWON
0063-T6
NOTCH
OPTIONAL
1/2'
NP.
Ix - 8.276 N\4
Si - 2.758 N\s
2 X 6
STD. MUWON
0063-TO
125
25
150
II - 15.203 IN\4
Sz - 5.068 IN\3
2 X 6
HEAVY MULLION
6063-TB
�q„V
Z
o � n
r i
�0 q
005
O ff �
0gRa
&�
Oa09
04It
ILZR-.[
Sa$1
aaaf o
S '^
NOTCH L
OPTIONAL €
1/T' -
M, U pIIIIIIp
Ed - MIN. EDGE DIST. Ed Ed - MIN. EDGE DIST.
1/2' FOR 1/4' OK ANCHORS 1/2' FOR 1/4' DIA. ANCHORS o
5/5' FOR 5/16' Dik ANCHORS 5/8' FOR 5/W Dlk ANCHORS Ed. 0 8 o
MULLION ON CMUWON CLIP ^ c g
AH
• • • •O.3-A • • • • • 6063-T6 � � - � i
• • • • • • • • • ``711 11 /llll,
rtaoeler aleRlleq� • • • • • • • L. , (V 2 5
w ta>w:tytK wkN HtIRNIrII ^RODUCT REVISED 3 j �•
�afdi°; ixr seNoplYi°8 with lh�s.FAyI�oFfA° -i7' ;�}= $ '�
A A4ia �iQ 1E OF drawing no.
• • • � 2111 A�111\`\ sheet 2 of 9
••• • • • • ••• • •
• • • • • • • t
• • • • • • • • • •
• •• •• • • • t• ••
••• • • • ••• • •
Y
Q
b
F
d
�y�y1I`
rye
Z•
a
e
V O�
�p
��q��
CS
Z
�
W Z a
zmiRE
R
$$6=
Q
Z
O
J
0
g
W
]v
m J
O
Z Z
Q V)�
W M
Ot
C
N h
M h
n �
O
a$R>3
Q
MUWONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4", 5" AND 6" TUBE MUWONS.
ANCHORS TYPE 'A', 'B', 'C', 'r AND V APPLICABLE
TO ALL TUBE MULLIONS. MULLIONS
• • • •
te7 3 i i i • i • • ``117111 I1j�� i�
• • • ��rJ•%�
Mu RRXNQEAE
WIDTH (W) = Wt + W2 RODucl REVISED
1mB thsF1v 6t ^
•" • • • • B� �tSM05 Z
•• • • • ^ '�' p 7EOF �
• ' ' ' ' ' '
• • • • • • M. �i��1I WAL 11111�
G p
0 0
S
B 8=
sass
C
`
W LL
a
g
dmwing no.
sheet 3 of 9
• DESIGN IAAD CAPACITY - PSF (TORE Y[OldONS)
DESIGN IAAD CAPACITY - PSP (TORE YITLIdONS)
DESIGN fAAD CAPACRY - PSP (TUBE lI0IdI0NS)
TINDOR DI1f.4.
1�Z�9
3�4
l Y S
CUSTOM
1 Z 4
CUST(IY
�5
�8
E�Yv6
TINDOT DDdS.
1�9
1�4
1%$
CUSTOM
1 X 4
CUSTOM
�6
�8
2�Zv6
TINDOR DD15.
1�S
1�4
1% 9
COSTOY
l Y 4
COST013
�5
�8
2�Z�
�� �
391LL ��
�9
�4
�� �
IKA1 SPAN
�S
�4
WpTH �
MUL72'L SPAN
E�9
�4
19-i/8'
26-1/2•
30•
!Y
42'
48'
54'
80•
fib'
72'
38-3/8"
150.D
750.0
150.0
150.0
150.0
150A
150.0
19-1/8•
z6-1/2•
30'
J'7•
42'
48•
54'
60'
88'
72'
7ht/4'
75.5
14SA
118.2
150.0
130.0
150.0
180.0
19-1/8'
z6-1/z•
30'
3Y
42'
48•
80'
68'
72'
120'
-
38.2
27.5
55.9
97.7
150.0
150.0
150.0
1so.o
750.o
tso.o
iso.o
lw.o
1so.o
u.J
1o3s
e3.B
146.6
1so.o
150.0
150.o
-
zze
-
40.3
7os
lYo.e
fso.o
150.0
150.0
150.0
150.0
150.0
150.0
130.0
48.0
91.1
74.1
128.5
150.0
150.0
i".Q.O
-
2{.4
-
35,E
82.3
97.E
150.0
150.0
150.0
150.0
/50.0
130.0
150.0
130.0
38.9
73.9
80.1
105.0
1'.A.O
150.0
150.0
-
-
-
28.9
50.5
79.3
115.1
150.0
150.0
150.0
150.0
150.0
750.0
15D.0
3{.3
85.1
529
925
1425
150A
150.0
-
-
-
25.4
44.3
89A
127.E
140.6
150.0
150.0
150.0
150.0
150.0
150.0
30.0
57.0
46.3
81.0
121.7
150.0
190.0
-
-
-
T23
38.9
61.2
111.9
124.9
150.0
150.0
150.0
150.0
150.0
150.0
26.7
50.E
41.2
720
110.E
148.2
150.0
-
34.E
54.4
99.4
112.5
150.0
150.0
150.0
150.0
150.0
150.0
21.0
45.E
37.0
84.E
99.7
151.E
130.0
-
-
-
-
31.1
48.9
89S
f022
150.0
150.0
130.0
150.0
150.0
150.0
21.E
{1.4
3i7
58.9
90.7
119.6
150.0
-
-
-
-
28.3
44S
81.4
BJ.7
749.3
142.0
150.0
150.0
750.0
150.0
2D.0
38.0
30.E
54.0
83.1
109.7
150.0
-
-
-
-
28.0
40S
74.E
19-1/6'
28-1/2•
JO'
37'
42'
48'
54'
80•
as"
72•
50-5/8'
150.0
150.0
150.0
150.0
150,0
150.0
/50.0
19-1/8'
28-1/2•
30'
J7'
42'
48'
SI'
80'
68•
72'
8{•
S20
110.4
BO.S
150.0
150.0
150.0
150.0
19-1 /8'
26-1/2'
30'
37'
42'
18'
54'
80
66'
7T'
132'
-
28.7
20.7
420
73.4
118.E
150.0
143A
150.0
150.0
150.0
150.0
150.0
150.0
37S
79.7
57.9
113.0
150.0
150.0
150.0
-
20.7
-
30.3
53.0
84J
750.0
127.1
150.0
150.0
750.0
150.0
150.0
150.0
333
70.4
512
99.E
150.0
150.0
150.0
-
-
-
28.E
46.E
74.{
138.7
103.0
I50.0
150.0
150,0
750.0
150.0
150.0
28.9
57.1
41S
81.0
125.E
150.0
150.0
-
-
-
21.7
37.9
80.3
110.9
90.E
1µ.4
137.1
150.0
150.0
750.0
150.0
23.7
50.3
36.5
71.3
110.E
115.9
150.0
-
-
-
-
33.4
532
97.7
79.4
128.4
119.9
130.0
130.0
150.0
150,0-
20.7
µ.0
320
624
98.E
127.E
150.0
-
-
29.3
48.5
BS.5
70.E
1123
108.E
150.0
150.0
150.0
150.0
-
39.1
20.4
55.5
88.0
11JS
150.0
-
-
-
-
28.0
41.4
78.0
83S
101.1
95.E
1{1.4
150.0
150.0
150.0
-
35.2
25.E
49.9
77.4
1021
f50.0
-
-
-
-
23.4
37.2
88.4
57.E
91.9
872
131.3
/50.0
150.0
150.0
-
32.0
23.3
45.4
70.4
928
150.0
-
-
-
21.3
33.E
621
53.0
84.2
80.0
120.4
150.0
150.0
130.0
-
28.7
21.3
41.E
84.5
85.1
150.0
-
31.0
57.0
19-1/8'
28-1/2'
30•
37•
42'
48'
54'
80•
68'
-
S8'
150.0
150.0
150.0
150.0
150.0
150.0
130.0
19-1/8•
28-1/2'
30'
37'
42•
48•
54"
80•
86'
72•
gg'
34.E
74.7
53.E
1OD.1
150.0
150.0
150.0
19-1/8'
28-1/2"
!0'
37•
42•
48•
54'
80'
66•
72'
-
-
32.3
58.5
89.9
150.0
108.E
150.0
150.0
150.0
150.0
150,0
150.0
25.1
53.9
30.E
78.7
133.2
150.0
150.0
-
-
23.3
40.E
84.9
1192
95.9
150.0
144.E
150.0
150.0
150.0
150.0
22.2
47.6
34.3
69.E
117.7
150.0
150.0
-
-
-
20.E
38.0
57.3
105.3
77.E
123.E
117.2
150.0
150.0
150.0
150.0
-
3&8
27.E
5&4
95.4
125.E
150.0
-
-
-
-
28.2
46S
85.4
68S
108.9
103.3
150.0
150.0
150.0
150.0
-
34.0 '
24.5
48.7
84.1
110.E
150.0
-
-
-
-
25.7
41.0
75.2
60.0
95.3
90.4
135.9
150.0
150.0
150.0
-
29.E
21.4
43.5
73.3
97.0
130.0
22.5
35.E
65S
53.3
84.7
80J
120.E
150.0
150.0
150.0
-
26.5
-
30.E
65.4
86.2
150.0
-
-
-
-
20.0
31.9
58S
48.0
783
72.3
108.7
150.0
150.0
150.0
-
23.E
-
34.E
56.E
77.E
142.0
13.E
69.3
85.7
08.9
150.0
150.0
150.0
-
21.E
31.E
33.5
7D.5
129.0
26.1
47.9
40.0
- 63.5
802
90.E
137.E
150.0
150.0
-
29.0
48.0
84.E
118.3
19-1/8
123.3
150.0
150.0
150.0
150.0
150.0
150.0
19-1/8'
26-1 /2'
30'
-
525
378
76.6
134.0
150A
150.0 I
�� In BE a8iOt18FD
NypE RECfANgIUR 941PE
IIDf820NTAL 16A.UON
- 2
30'
89.0
145.3
137.3
150.0
150.0
150.0
150.0
-
37.9
27.3
55.3
96.7
137.7
150.0
78.E
128.4
121.3
150.0
150.0
150.0
150.0
-
33.4
24.1
48.9
85.5
121.7
150.0
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
26-1/2-
30'
.v
42'
46• 74-1/4•
54'
6a'
66-
72•
19-1/6-
26-1/2•
So'
37•
42'
46' Be
6s'
so.
Sol
72•
19-1/6'
26-1/2'
3D'
37•
42-
W or
64'
72'
19-1/e'
26-1/2'
3D'
37'
42'
46' Too'
54'
6D'
66•
72'
ALL LOADS ARE EXT.(+)/INT.(—).
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
DESIGN LOAD CAPACITY - PSF
ANCHORS TIDE
w Amp•; roT+I}�
Acc:Ftsr! : NAIL
•
• a.
• ota. waA1
DESIGN LDAD CAPACITY - PSF
19-1/6•
26-1/2•
30-
37'
42-
1. 120•
54'
60'
66'
72•
19-1/6'
26-1/2'
30-
37
42-
48• 132'
54'
60'
66'
72-
19-1/6'
26-1/2'
so-
37'
42'
41- 144'
54'
eo-
66'
ANCHOR 1YPES
A 6, C. D. E.
AT HEAD/SRE/4
4M65
ANCHOR TYPES
F k C
AT JAMBS ONLY
VERMAL
MULLION
GLAZING GLAZING
PRODUCT PRODUCT
i • OY1
• ANCl/DR 7VPE5
• • A6.c,D,E,
• •� AT HEAD/SLL/JAMBS
II PRODUCT III GLAZING
ZING
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
• • • • • • • ; • •
•
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
'D' 'E'
WIDTH (W) s
W1 + W2
+; `1( 2 5 ?:.3
MSE
�
ANCHORS TYPE AND APPLICABLE TO
4", 5' AND 6" TUBE MULLIONS.
• • • • • • • • •
• • ! • •
rTI Fluie.
•�whh
• • •9, �18-D1o5.os9
—
ANCHORS TYPE 'A', 'B', 'C', 'F' AND V APPLICABLE
• • • •
• i �'�DiOD
TO ALL TUBE MULLIONS.
ANCHOPI' 9
•• • ••
• • •_ J.leune
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
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IY o
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IA
40
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In
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O
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Z Z m
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W Mr<
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€ a
OF �'•1� drawing no.
�A011- D'•'M04-04
1/4" DIA ULTRACONS 1/4" DIA. ULTRACONS
Ed. 2 PER CLIP (i ON EACH WING) 1 PER ANGLE
"r MIN.
FLOAT
18Y I L.J I SNUG FIT
CUP
W000 BUCK i i I SHIM FTT INSIDE MULL
--------- }: J /14 SMS
I I I I 1-3/4' O.C. MIN.
I I 1 1 2 PER ANGLE
1/4" DK LILTS
" ^`R CLIP (1 ON EACH
OD
ALTERNATE
ANCHOR LOCATION
1/4" DLA_
1
FLOATING CUP
SNUG FT WIDE MULL
#14 SMS
2 X2X 1/8'
ALUM AN
1/4" DIA. ULTRACONS
1/4' DIA. ULTRACONS
4 PER CLIP (2 ON EAZH WING)
2 PER ANGLE
Z b
Z
2 t;
L g
II II
o ft vi
c
WOOD
FLMTING CLIP1
SNUG FIT INSIDE MULL
1 1
II II
2 X 2 X 1/5"
�
BUCK
J
j14 SMSy.
I U
ALUM ANGLE
00p .11 Ir �
-
I I
1 1
1-3/4" O.C. MIN.
2 PER ANGLE
I
1 1
LL CI N
uZW� u�Qjl
d�
a ul O� f F
ai
n
1/4' DIA. ULTRACONS
1/4' DIA. ULTRACONS
In
Z
O
4 PER CUP (2 ON EACH WINC)
2 PER MiCLE
J
w
�w
I
I
m
�
H
N an
\
Z
Zen
3 jQ
LJ I
FLOATING CLIP
I I I
Z
X
WOOD BlIC1C
i i
SNUG FT NRSpE MULL
I I i I
ALUM2MIGL�"
Q
(4
J
#14 SMS
IJ L!
I
I i
1-324
ANGLE
I01.
ANCHORS TYPE 'B'
ROOUE'E NBN[W4
n C.NT4ing wub of /Ygft
1 /4" DIA. ULTPACON90 W 'BLOD'• • •
ULTRACONS MAY BE H& OR FLAT HARD • •
*-Wag Cods
• • A-gka a N• !a
• • • [inUd• pay / 4,
/✓S
SUBSTRATE
Ed. - MIN. EDGE, DIST.
isti. EM NT
• • • • R
• • •
WOOD
1" •
•1-1I'2'•
CONCRETE
2-1/Z
1-3/
• • • --
WOOD - 20Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN.
CONCRETE - f c - 3000 PSI MIN. PRODUCE RMSS1
as
ALL CLIPS AND ANGLES TO FIT;IG MRO• UBE MUL4NS. Aff'0
CUPS OR ANOIE^s CONNECTED aIREWLY TO MASONRY 70•BE P_ic_
WITH ALKMU-RESMANT COATINS, SNCH At BITUMINOUS PAINT 0% •
ANCHORS 'A' WATER-WNTE METHACRYLATE LACQUER. • 000
•
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
I
el
�drawing no.
M04-04
sheet 5 of 9
4' DIA ULTRACONS
PER CUP (1 ON EACH WING)
NO
CLIP
FIT INSIDE MULL
!14 SMS
1-3/4" O.C. MM.
2 PER ANGLE
2 PER CLIP (1 ON EACH WING)
1 /4' DIA ULTRACONS
IDE MULL
14
4 P M'
y�U t2
1/4" DIA. ULTRACONS
2 PER ANGLE m 0j
a
Z m • s
Q n o
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2 x z z 1/8•
0 DO
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LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE V
APPLICABLE
FOR 4", 5" AND 6" TUBE MULLIONS
a0otw r RV-%KVlm
n »� }hti:y -�Y6 tRs RSIr1i
1 /4' DIA. UL S BY 'EL
•
•
• •
• •>i
•
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•
• •
CO
ULTRACONS MAY 8E HEX•pR FLAT•{I
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
••
••
• •
•
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•
•••
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ATE t1F
drawing no.
I-;411I,"'.�
sheet 6 of 9
5/16' DIA. ULTRACONS
5/16- DAA ULTRACONS
2 PER ANGLE
II 11
II u
li it 2 X 2 X 1/8'
II u ALUM ANGLE �J I
DE MULL
#14 SMS
4 PER ANGLE 1 I
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE 'E'
APPLICABLE FOR 4". 5" AND 6" TUBE MULLIONS
5/W D0. ULTRACONS BY 'ELCO'
ULTRACONS MAY BE HEX OR FIAT HEAD
SUBSTRATE
Ed. - MIN. EDGE DIST.
MIN. EMBEDMENT
CONCRETE
3-1/8'
2-
CONCRETE - fe - 3000 PSI MIN.
ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED
WITH ALKAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PANT OR
WATER-WHTTE METHACRYtATE LACQUER.
ROOCCT RE2-Mb",
:: at w'Ja :lY bank
•• •••
••
•
• •
••
r,RODUCT REvt
FWnd'
camplY-4
as
• • • •
•
• •
•
• 53 P'od�cL
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
' b n
STA OF.�� drawing no.
ANCHOR LOCATION
1/4' Dlk ULTR
CLIP (1 ON EACH
/Az
1/4' DIA. ULTRACONS
}}�,
1 PPERANGLE
/Av,/ / /
-v
FLOATING CLIP
SNUG FIT INSIDE MULL
r14 SMS
1-3/4' O.C. MIN.
2 PER ANGLE
ANCHORS TYPE 'F'
AT JAMBS ONLY
2 X 2 X 1/8'
ALUM ANGLE
1/4- DMk ULTRACONS
-Z CUP (2 ON�EACH
/�WING)
/A////
ti
1/4" DML ULTRACONS
�V
w
,r
Z
"PE7RANGLE
O ;�
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O
IL
II 11
O
II II
CUP
INSIDE MULL I I I I 2 X 2 X 1 /8'
O N
v 'o g M
114 SMS I U U ALUM ANGLE
C C K
1-3/4' D.C. MIN. I 18
2 PER ANGLE I I
g y 0
n ,J
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ANCHORS TYPE '0'
AT JAMBS ONLY
vroucr air
M vd..: Ays-; w:t! lei F1aat>� f - n
o irRCOO, Jn �� C
II A 1 1 I61�I I
't-:: '!b!a•
ss
• •
• •
h+via
c
EIII • ••f •
MASONRY - C-90 HOLLOW/FlLlEO BLOCK fm - 2000 PSI MM.
• • •
� •'•
�
n
�
ALL CUPS AND ANGLES TO FIT S*r INTQ jl{QE MULLION
%F•
•
PROOvJCT REVISED
ra gvp�yavq wiiklFe FloriAs
- _
t
CUPS OR ANGLES CONNECTED �CTLY TO•MASONRY TQ PRET
WITHALKALI-RESISTANT COKnNG&oF ASBRUMINOUS PANT OR•
•
Bui1d+III Cod= t$�vi:15• S
O
Ae
=
.�`
WATER -WHILE METHACRYIATE LA•OUC6. • • • •
• • • •
• • •
• . .
EKD+�
OF
OR10►,': \��
�'IS�.
drawingv no.
M04-04
• • • • • •
• •
DY
Mi PvoNvtl
i s NAL � `
sheet 8 of 9
Nr1N111 11111�
• • • • • • • • . • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1/4' DK ULTRACONS•B•'E•C•'• • •
ULTRACONS MAY ff HE* OR FIAT HE1D • •
SUBSTRATE
Ed. - M1N. EDG DISi.
EM
MASONRY
2-1/Z' •
•-1f1' •
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY_- PSF
WINDOW DIMS.
ANCHORS QUANTITY
WINDOlf DDCS.
I ANCHORS QUAN
WIDTH (W)
MULL SPAN
2
4
WIDTH (W)
MULL SPAN
2
3
18-1/6'
26-1/2'
1.150.0
4Y150.0
48'
54•24.5
72•
38-3/8'
150.0
150.0
19-1/9•
28-1/Y
1.102.4
37'
42'
4a'
54'
60'
66•
72'
a4'
150.0
150.0
150.0
150.0
115.9
150.0150.0
150.0
150.0
150.0
53.0
124.5
1"3
150.0
73.1
109.7
140"150.0
64.0
96.0
150.0
36.9
85.3
50.0
51.2
76.886•
101.950.0
4a.5
69A
83.4
150.0
42.7
64.0
19-1/6'
26-1/2•
1.
;Fr
42'
1.
54'
60
66'
72'
50-5/8•
15o.o
150.0
150.0
19-1/a'
26-1/2'
1'
37•
42•
48'
54'
W.
66'
" 72•
96•
140.5
150.0 1
15D.0
150.0
150.0
101.4
150.0 1
150.0
150.0
150.0
89.6
134.4 1
137.8
150.0
150.0
72.6
109.0 1
121.4
150.0
150.0
64.0
98.0 1
105.2
150.0
150.0
56.0
84.0 1
94.4
141.E
150.0
49.5
74.7
a5.0
127.4
150.0
44.5
a7.2
77.2
115.8
150.0
40.7
81.1
70.8
1062
141.6
37.3
56.0
19-1/8'
26-1/2•
W.
1.
42'
1.
54'
80'
66•
79*
1'
150.0
15D.0
150.0
19-1/8'
26-1/2•
30•
37'
42•
48'
54'
80'
66'
1.
108'
124.9
150.0 1
150.0
150.0
150.0
902
135.2 1
148.3
150.0
150.0
79.6
119.5 1
1202
150.0
150.0
64.6
96.9 1
1D5.9
150.0
150.0
56.9
85.3 1
92.7
139.o
150.0
49.8
74.7 1
82.4
123.6
150.0
44.2
66.4 1
74.2
1112
148.3
39.8
59.7
67A
101.1
134.8
36.2
54.3 ;
92.7
123.6
33.2
49.8 I
19 18
28-1/2•
1.
1.
42'
48-
54'
60•
66•
72'
150.0 F150.0
150.0
150.0
15D.0
150.0
19-1/8'
26-1/2'
1.
1.
42•
48•
54'
60'
66'
72'
120'
112.4
150.0 1
81.1
121.7 1
136.5
150.0
150.0
71.7
f 07.5 1
110.7
150.0
150.0
58.1
87.2 1
97.5
14a.3
150.0
51.2
76.8 1i
63'
85.3
128.0
150.0
44.8
672 L
75.9
N 3.8
150.0
39.8
59.7 i
68.3
102.4
136.5
35.5
53.8 7
62.1
93.1
124.1
32.6
48.9 E
56.9
85.3
113.a
29.9
44.8
19-1/8•
26-'A.
30•
3Y
42'
487
54•
60•
66'
74-1/4•
150.0
150.0
150.0
19-1/8'
28-1/2•
30•
1.
42•
48'
54'
1 60'
1.
132•
1022
150.0 11
131.1
150.0
150.0
73.8
110.7 1,
115.8
150.0
150.0
652
97.7 1:
93.9
140.9
150.0
52.8
79.5 11
82.7
124.1
150.0
46.5
69.6 F
12.4
108.6
144.8
40.7
61.1 8
54.4
96z
129.7
362
54.3 7
57.9
52.7
86.9
79.0
115.8
105.3
328
29.6
48.9 6
44.4 5
DESIGN LOAD CAPACITY - PSF
WINDOW DDIS.
I ANCHORS QUAN
MOTH (W)
MULL SPAN
2
3
19-1/a•
26-1/2'
30'
37'
42'
4a'
54•
so:
66•
144'
93.7
1405
67.6
101.4
52.7
89.6
46.4
77.6
42.7
64.0
37.3
56.0
332
49.a
29A
27.2
44.8
40.7
/14 SMS METAL STRUCTURE
2. 3 OR 4 ANCHORS OR
SEE CHART FOR CAPACITY l (TUBE MULLION
#10 FH SMMSE
1/8• THICK ALUM CHANNL7. I I
LENGTH To FT SNUG I R
INTO MULLION TUBE MULLION
TUBB MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLY
ACCESS
/14 FH SMS
-1/2' O.C. MIN.
THIS SCREW CAN BE
INSTALLED IN ErrHER I I /10 FH SMS
DIRECTION I 2 PER CLIP j
I 1' O.C. MIN. I
I I �
1
1-3/4' X 2' X 1/8' (FOR 2BY TUBE)
3/4• X 2' X 1/8' FOR (19Y TUBE)
ALUM ANRXE
CUT TO MT SNUG INSIDE TUBE
ANCHORS DETAIL #1
METAL TO METAL CONNECTION
METAL STI
OR
TUBE MUI
/14 SMS/IEKS
SUBSTRATE
lEd. - MN. EDGE DIST.
MIN. CL TO CL SPACING
METAL
I5/e•
1/2•
• • • • •
• •
MF7A. -•1/ AIM. .
V.
STEEL" . 36 NST MIN.
• .
• •
• • .1/` IK
ALUMINUM (6063-T8 MN.)
.. ...
..
. . . ..
ADDUCT RUIZWIW
--PVIml-ft IWFbdlb
PRODUC FVISSI
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••�� dlvWing no.
Iheat 9 of 9
MM®DY�1DE MIAMI—DADE COUNTY
• 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
NOUCE OE ACCEPTANCE (NOA) www.miamidade.eov/economy
E.S. Windows, LLC
3550 NW 49" Street
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 jurisdlRldp. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade CProciucControl •' % •
Section that this product or material fails to meet the requirements of the applicablgi,G441pg WIN., • ......
This product is approved as described herein, and has been designed to comply jtiOAJbe Florida.Building •
Code including the High Velocity Hurricane Zone. .... . . • • •:
DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - LA t' • • • • •
APPROVAL DOCUMENT: Drawing No. W 16-86, titled "ES-EL200 Horizogtgt A811ing ?V^.; Wdw,.... •
(L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/19,.prlared by Al-Farooq . •
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dada County ProducteControl...:.
Revision stamp with the Notice of Acceptance number and expiration date by. -the. f4iami-Vo tountz...
ontrol 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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.17-1114.06and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0221.03
Expiration Date: January 19, 2022
Approval Date: May 10, 2018
,1j1iis Page 1
E.S. 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.16-0617.04)
2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw.
(L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
C.
[a
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ."".
2) Uniform Static Air Pressure Test, Loading I;V.Fte, TA$:142-94
3) Water Resistance Test, per FBC, TAS 202-94.... ....:.
4) Forced Entry Test, per FBC, and TAS 202-94 •: • • •
5) Large Missile Impact Test per FBC, TAS 20V94. :...:. •
6) Cyclic Wind Pressure Loading per FBC, TA9763-94 " "":
see
...... . .....
along with marked -up drawings and installation diagram of an fti itium lr4p2p jtal •
sliding window, prepared by Blackwater Testing, Inc., Test R"ljo. . ."
BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes: ,P,L: . • • • • •
(Submitted under NOA No. 16-0617.04) • ......
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under NOA No. 16-0617.04)
2. Glazing complies with ASTM E1300-09
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E-1
Manuel Per , P .
Product Control E a ' er
NOA No. 18- 21.03
Expiration Date: January 19, 2022
Approval Date: May 10, 2018
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
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 Interlayer" dated 12/28/17, expiring on
07/04/23.
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
4. Notice of Acceptance No. 17-0712.03 issued to Eastman Che;qifnl.Co. (*)Yor
their "Saflex CP — Saflex and Saflex HP Composite Glass IW*riaYers v %VVET ....:.
Core" dated 09/07/17, expiring on 12/11/18. 000000 •
F. STATEMENTS
1. Statement letter of conformance to FBC 5th Edition (2014j.&41FBC'(t;•jjditior3,,,,�
(2017), and of no financial interest, dated 09/25/17, issued by*k1-Cerooq Corporation,
signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No° 17-1111.14) • • • • * •
2. Statement letter of conformance, complying with FBC 511 Edifion,(4014),'dated :....:
12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Alin -P.E.
(Submitted under NOA No. 16-0617.04)
3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 16-0617.04)
4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007
dated 12/15/16. (Submitted under NOA No. 16-0617.04)
5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes.
(Submitted under NOA No.16-0617.04)
6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by
Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E.
(Submitted under NOA No.16-0617.04)
7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed
by Manuel Perez, P.E. (Submitted under NOA No.16-0617.04)
F. OTHERS
1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for their Series
"EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/19/17 and
expiring on 01/19/22.
Manuel rez, P.E.
Product Control Exa finer
NOA No. - 221.03
Expiration Date: January 19, 2022
Approval Date: May 10, 2018
E-2
i
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)",
sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum hd1i2bntal
sliding window, prepared by Blackwater Testing, Inc., Test Rep.op %o. :; •
BT-ESW-17-007, dated 10/24/17, signed and sealed by Constautiu.Bortes' P.%'
...... .
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE •
1. Miami -Dade Department of Regulatory and Economic Resourles TRVR)
.
E. MATERIAL CERTIFICATIONS .. . 9690 0•
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inco Tor their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/18/18,
expiring on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company. (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series
"EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 0 /11/18 and
expiring on 01/19/22.
Manuel Pe z, E.
Product Control xam er
NOA No. -0 1.03
Expiration Date: January 19, 2022
Approval Date: May 10, 2018
E-3
7' MAX.
L 32 11/16' MIL \ 32 11/16'
U.L um. U.L UYIi.
36 9/16' (}) µg10RS
VENT MOTH AT MTG. STILE ENDS
AT 5' O.C.
TYPICAL ELEVATION
FLANGE FRAMES
ES-EL200
HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I. )
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH
OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS
USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL
APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 213Y 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 & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEMNG THIS PRODUCT AND SEM.ING 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
72 15/16'
72 15/16-
FRAME WIDTH
FRAME WIDTH
(3) ANCHORS
AT MTG. STILE ENDS 19'F�'
AT 5' O.C. HEAD
(3) ANCHORS
AT MTG . STILE ENDS
8' AT 5' OIC.
12'
MAX.
HEAD
7 .
HEAD/SILL J
CORNERS 8
_1L___ II
_
II�1\I�
_ _ p
II II
p��
II I
u I
I I
I
� -
7
MAX
\
SILL
n p�
32 11/16'
32 11/16'
D.L OPG.
.L OPG.
36 9/16'
(3)ANCHORS
VAT
WIDTH
MTG. STILE ENDS
AT 5' O.C.
TYPICAL ELEVATION
FLANGE FRAMES WITH FLUSH ADAPTER
MAXIMUM DESIGN LOAD RATING - + 65.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF
MTG. STILES WITHOUT REINFORCING
MAXIMUM DESIGN LOAD RATING m + 80.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF
MTG. STILES TIITH REINFORCING
OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH
MAX. D.L. OPG. FOR FIXED LTTE NOT TO EXCEED 12.7 SQ. FT
FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW
NOT TO EXCEED TESTED FRAME AREA OF 31.46 SO. FT.
J
tr I
E j BIt
LL
II I�
II I,
II I,
II II
II I
II I,
rr
II
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I
10
m_
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IFSYy V
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a
12' rn � � l 12- m 5 _
SILL
32 11/18' 32 11/18' v
D.L OPG. �AT
L.OPG. U
36 9/IV(3) ANCHORS & Lu
C
VENT WIDTH MTG. STILE ENDS r
AT 5' O.C. NNa n
�IJCe73�ala�/;yQi];
• a-
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
• • • • • • • • H SPARE NOT REQUIRED.
AN
• • • • • A,
• 000 •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FIB 1 2 201 Hosea
n >�
drawing no.
W16-86
7' MAX
AT MTG. STILE ENDS
HEAD/SILL
A AT 5' OC
CORNERS
4 4
I I
al
b
N
n
6
p
�I
II II
II II
I
_1L___ _
I
FALSE MUNTINS
i
\�
D
(SURFACE APPUED)
4
4
MAY BE USED
32 11/16'
32 11/16'
D.L. OPG.
D.L OPG.
36 9/16'
19' MAX.
-_-_ HEAD
`-
7' MAX.
HEAD/SILL
CORNERS
E
/ E
tE 7
x3x< V
3 6 o
yl b � m y=j •• O
TYPICAL ELEVATION
FLANGE FRAMES
110'
m
I
m
m 3
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W q
Z
ohag 8
WR IS
�
V VNn
p Id eM
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pyc<�
O Q W fn (n
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s
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Z
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U SMLL eo 3
32 11/18' ANCHORS (3) ANCHORS 32 11/16' 32 11/16' 32 11/16'
D.L.AT .�
OPG.
AT MTG. STILE ENDS AT MTG. STILE ENDS D.L OPC. D.L. OPG. D.L. OPG. � .Q
AT 5' O.C. AT 5' O.C.
36 9/le 36 9/16' 36 9/16' U
VENT WIDTH VENT WIDTH VENT WIDTH J W
TYPICAL ELEVATION _
r
110' FLANGE FRAMES WITH FLUSH ADAPTER ~z N 1b
FRAME WIDTH r�i 01 M
(3) ANCHORS s M n
C AT MTG. STILE ENDS 12' = Z m
LL AT 5' D.C.l AX M. 3 Z w 'i
p J HEAD g
6 0IS -
w LnN�
II,I W M
FRAME WIDTH
(3) ANCHORS
AT WIG. STILE ENDS
19' MA 7C.
A AT 5' 0
HEAD
I I
u d
n�l
II II
=1L___
II II
II
I�
11 II
II
II
II / II F
II
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o
n
11�1
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II I
a
II II
u
II II
II
II II
a II
II II
(3) ANCHORS
AT MTG. STILE ENDS
AT 5' O.C.
0
MAXIMUM DESIGN LOAD RATING = + 65.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF
MTG. STILES WITHOUT REINFORCING
MAXIMUM DESIGN LOAD RATING = + 80.0 PSF
`o
(FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF
W'
u
m
MTG. STILES WITH REINFORCING
�
OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH
MAX. D.L. OPG. FOR FIXED UTE NOT TO EXCEED 12.7 SO. FT.
FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW
• •
• ROT TO EXCEED -TESTED FRAME AREA OF 47.36 SO. FT.
a
•
•
5
o
• • •
• •
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SILL
8
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32 11/16'
32 11/16' • • • 032 11/160
L
WODLICT I*VTSED • ! L
70592
\
D.L OPG.
D.L OPG. • D.L. OP6. •
• • • •
"s �P1Yivg-ilh th•Fto•da
13"Adma Cade •
o c
3 ..
36 9/16'
VENT WIDTH
• • 36/16'•fM�ee
•
Fa �.w���A
GMe 'fV i.
moo'•, ATEOF.((�
���
drawing no.
QIT WI
PICAL ELEVATION•
•M'
p►.,. \��
R1p
''',ss�/WAL71� ``
������ OC
FLANGE
EFRAMES WITH FIN ADAPTER
Product ontrd
ShG•t6 086
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Z qR'3
P s t!
o y�II
1/8- TEMP. GLASS 1/8- TEMP. GLASS
3/8- AIR SPACE 5/16- AIR SPACE V oDD
1/8- HEAT STREWD. GLASS 1/8- HEAT STREN'0. GLASS 1/8- HEAT STREN'D. GLASS 1/8- HEAT STREWD. GLASS 0 n p C
090- Intedayer 090" Interlayer 090- IMerlcyer 0 K
Troslfol PVB Trosifol PVB 090" Intedayer stltlLLLN
OAR'Kuraroy America, Inc.' By 'Ku ray By *Kul PVB Q 2 •
R 'Kuroroy America. Inc.' By 'Kuroray America, Inc' By 'Kuroray America. Inc.' Li 2 g _
09O' Intedayer D90" Interloyer 090' Interlayer 090' Intedayer O f0
SentryGlas SentryGlas SentryClas SentryGlas Q
By 'Kuraray America, Inc.' By 'Kuraray America, Inc' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
OR OR OR OR
090- Interloyer090- Intefledayer 090" InterlayInterloyer
er 090" Inte r 2
Soflex Clear And Color Glass Sax Clear And Color Glass Saflex Clear And Color Glass Safi" Clear And Color Glass
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' �
OR OR OR OR n
075' Interloyer 075' Intertayer 075" Interloyer 075' Interlayer I
Saflex CP Vnth PET Core Sallies CP P With
With PET Core Sane. CP PET Coro Wes CP with PET Core
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
1/8" HEAT STREN'D. CLASS 1/4- HEAT STREN'D. GLASS 1/8- HEAT STREWD. GLASS 1/4- HEAT STREN'0. GLASS JJ
SNE SILICONE
DOW CORNING 795 DOW CORNING 795 SILICONE
NCORNING 795 DOW CORNING 795 J
DOW CORNING 9283 DOW CORNING 983 DOW CORNING 983 DOW CORNING 983 & w
i DOW CORNING 2400 = m F�OT CORNING 2400 DOW CORNING 2400 z m DOW CORNING 2400 n
2 (HOT MELT) 'r' T) 'y^ (HOT MELT) SS M1 M1 \ ] Mi 'I 0 Cn n
V z
I j = Z
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g O Vl ul
E9 1 E7 Y,j W M 2
M2 M2 M3 M3
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GLASS TYPE '2GLASS TYPE 'St' GLASS TYPE '2f'5/17/16. OVERALL LAM. GLASS 7/8- OVERALL WSUL. LAM. GLASS 7/8. OVERALL INSUL LAM. GLASS C R
GLAZING OPTIONS 5 El
PRODUCT REVISED
as cemPlyieg with the Flaids
Building Code
• • • • • • • • • • • • AcceL ' Nol "022 .03Daft
•
• • • • • • • • • By j O ` m
• •• • • • • ••• • a
• • • • • • • • • A4iam' ```ttluunrrrrrri �
5/18- & 3/8" AIR SPACE ONSTSnN OF: �P;•
- 'o % d •r
_ PA R. 's
'HEUMAjE IN Pj2Q ILE ALUMINUM ! f jCER FEB 12 291
NOTE: BY 'Ly1GE MA�J GMBH' • • • • • • • • • • : * $ 8 3
GLASS CAPACITIES ARE
AROUIgTHE PRRIMETER *F THE ;ASS. • • • •
BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • TEOF drawing no.
AND FLORIDA BUILDING COMMISSION •.
DECLARATORY STATEMENT DCA05—DEC-219 DOW CORNING 791 • • • • • • 'i,� SS •• OR1Cf � W 1 6-86
GE 2000 irr�011VAL1tt���� sheet 3 of 11
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1 En TYPICAL ANCHORS
WOOD 6SEE ELEV. m w V e
UCK 1 FOR SPACING EDGE
. , e • e�' . y \ • EDGE DIST: TYPICAL ANCHORS o e SEE ELEV. ;
FOR SPACING I = Z q
C NIf
• Z
N Q lE i^ m
10 C✓p`� U
M76 M76 0 iF'tj dFlFlI
E1
A M14 C d 1u
E14 O E74 � O C LL
M4 0 H
MS M18 i4
M74
E7 E7 M6 I� I� O d CI
i E7 �r tlt Q
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I l I OPTIONAL TO I 2^
M6 SWEEP LATCH J zO V)
� OI f
I I I I! I!
I I II II
1 II II 3
II II 3 �
I II !I m
I I I II II 2
p� !E a o
52 O i 52 O
(n N dam' N
[jjr�j p N O M O
j 3 �
3 2E
l ^ MB SPR�ATCH TO Li M
101
O
EDGE
8 •�TYPPCAL ANCHOR6�X
. s .. .. W1' TYPICAL ANCHORS FOR WINDOWS WITHOUT SEE ELEV.
SEE ELEV. E15 SILL RISER LIMIT MAX FOR SPACING
FOR SPACING EXT.(+) LOADS TO 65.0 PSF
EDGE DIST.
J WEEPHOLES:
Wt = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM
EACH END
M • • • • • PRODUCT REVISED o o
• • • • • • w wmplyug with the Florida o
M7• • ` ••• • BulldW4 Cod. ` M `1j111IIllt// m < m
• • • • • • • • • E Data
13Y V EN@F •.,• I •� o
Mi•n a ct � I
• . • R«t wPE1 2 20.SILL R11��REXT (+S' TO.6 .9, P5: Q ATE OFF drOwing no.
itWOOD BUdk• • • • • pis • . ORID�•.•'',p\�� ,111 C—oC
��rriS�oNAl1��`� sheet 4 of l l
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 /4' DIA. ULTRACON BY 'ELCO' (F.- 177 KSI, Fy-155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU IBY BUCKS INTO CONIC. 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
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
1/4" DLAL TEKS OR SEI F DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MUWONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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)
TYPICAL EDGE DISTANCE.
INTO CONCRETE AND MASONRY - 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 Pe - 3D00 PSI MIN.
C-90 HOLLOW/FILLED 6L.00K AT JAMBS I'm - 2000 PSI MIN.
FOR SPACING
•• ••• • • • • • ••
• • • • • • • 000 •
•• ••• •• • • • ••
•• ••• • • •
Id
• • • • I�SDUC1' RE^S� f{flli�iRR
•• • • • • •
• • a • • Lao
• • • • • • • �i • s •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
�I MWAI-DADS COUNTY APPROVED I�
11 MULLION $ MULLION ANCFIORS II
II SEE SEPARATE NOA
Z
I
I I EDGEtSEE
DIST.1
--------cy
L ANCHORS
FOR SPACING
0LEV. Q it r
IM 1 I2 Q QQ
a�101DiF
12 2018
e
I:
Hi
a Hill
'.� drawing no.
W1I 6-86I
TYPIG
F
FOR SPACING
n n nn
XO LAYOUT
OX OPPOSITE
CAL ANCHORS
ELEV.
SPACING
MIAMI—DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
12 2W,
ANCHORS
EV.
'ACING
Q L
� 33�
3
i
CENSF ••. a ,� a
1 •'•. A7E OF !(�` drowing no.
FOR SPACING
I-DADE COUNTY APPROVED
JON & MULLION ANCHORS
SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 MAX. SHIMS
O
SHIMS
TYPICAL ANCHORS 1 ALT.
SEE ELEV.
FOR SPACING
WINDOW WIOTH
.00
• •• • • • • ••• •
HFRAINSTALLATION DETAILS WTA M•AP• •
SEE SHEETS 4 & 6 FOR WINDOW DETAILS
• • • • • • • • • PRC:�UCT ltFy1SED ['„(] 1 2• • • • • "'Mm�YmM�'iRMh Florida ' =-D
• • • • • • • Attyt-n lb 1 0,41.o3
ay
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Z np
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2
10
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OF =•� drawing no.
W16-86
ILLUSTRATIVE DTLS. ONLY
EXT. OR INT. FINISHES
NOT ITY E.S. WDW.
O
ALT.
O
ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
/10 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
110 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
410 WOOD SCREWS (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION INTO WOOD
1/4' MAX.
GAP
1/2' MIN.
O
ALT.
TYPICAL ANCHOR
SEE ELEV.
FOR SPACING
#10 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
EXTERIOR
••
•••
• •
• • • ••
•
••
• •
• • ••• •
INSTALLATION DETAILS WITH
FIN
FRAME
ADAPTER
SEE SHEETS 4 k 6 FOR
WINDOW DETAILS
• • •
• •
•
• • • PRODL•CTRF.V
•
•
• •
• ws oa*gAy*
• •
• •
•
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• •
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• • • • •
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F FHB
1 201
larla• 1
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Q^.�. col.;.•• ��' W16-86
OW_
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• • • • • • • • • u u�.• pith #* FimidiB ? 1.0 t} _ �`(. _=
• • • • i Auepl�ce lb 1[►' 3 � ••
• • • • • • • • • E • Z or '• � drowing no.
• ••• • '2 °�''C�� W16-86
taifm' Prtxhict '��irS�OIV/!L �```� sheet g of 11
/f1nnN
1'[EM / PART / RSQD. DESCRIPTION
MATERIAL
MANP./SUPPLLRR/REMARKS
E1
ES-E1104
1
FRAME HEAD
8063-T6
-
E2
ES-EL201
1
FRAME SILL
6063-T6
-
E3
ES-EL202
1
SILL TRACK
6083-T6
-
E4
ES-EL102
2
FRAME JAMB (OPERATING)
6063-T6
-
E4.1
ES-EL701A
2
FRAME JAMB (FIXED)
6083-TB
-
ES
ES-EL705
1
INTERLOCK STILE
6063-78
-
E6
ES-EL708
1
JAMB STILE
6063-TB
-
E7
ES-EL107
2
VENT TOP &BOTTOM RNl
6063-TB
-
EB
ES-EL708A
1
FIXED MTC. STILE
6063-T6
-
W
ES-E1109
AS R00.
GLAZING BEAD (5/16' LAM. GLASS)
6063-T6
-
E10
ES-EL110
AS ROD.
GLAZING BEAD (7/18' UM. GLASS)
6083-T6
-
E11
ES-EL711
AS ROD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T6
-
E12
ES-EL712
AS REOD.
FLUSH FRAME ADAPTER
8083-T6
-
E73
ES-EL715
AS REOD.
FLUSH FRAME ADAPTER WITH FIN
8063-T5
-
E74
ES-EL714
AS REOD.
HEAD SCREW COVER
6063-T6
-
E75
ES-2011
AS REOD.
SI
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
2.187
2.812
E1
2.917 7IF
�..132 1.295
TYP, �
1.187 --I
FRAME HEAD
062 OSO
1.313 M.
2.347
1.187II
2'14a
EB JAMB STILE
1.187
.6W
i_ t.3os
�,2.�I
1
E7 VENT TOP/BOTTOM RAIL
•833Z19 -•� r.135
.625 .625 �� �7
j_ .050 .974 1- �4 .62, 5 062 14
I Ii
{.-,202
.202 .202L260-
O E10 GLAZING BEADS Ett
1.16J
•188 A25 1.025
.7.
0INTERLOCK STILE STIFFENER
•s1J
1.233 ,125 1.013
E77 FIX. MTG. STILE STIFFENER
.165
.068
2.00
L
V 6
Z m 3
h
o
O W o` 0
O:OC
C m
of C M
C y C C
0 a O
Q W 7
Q w m i Lu
v
rmi
3 N
� n
z
� W
w
1-
0 3: rn n n
N1 m
= Z
g 3z3 LJ-
o_jMu
o 12.500
W W
22
1.078F 7. �21
J.078
ye SPRING LOADED LATCH
1.938
.050
I TYR
�� •082
1.187
1.47a
1.313
E5 INTERLOCK STILE
3.310
2.685
I
1-
E2
1.,87-y
.TY
2.000
2.917
FRAME SILL
� .040
1.740
IIL
.277
E18 JAMB SCREW COVER
2.049
�I{
1.407 1.187
o6z
312
.250�8-7
.040
306
Z
J.825L
_1
-2374
3LlEt4
E3 SILL TRACK
E6 FIXED MTG. STILE
HEAD SCREW COVER
0SILL RISER
o
;;Joau
mm
2857
L
.500 625
I{.1.428 .04-5�
�
2.780
2.8f4
2.J,3
_
.719
052
FTR
2.917 3.141
-I .875
.639
E4 FRAME JAMB (OPERATING)
.062
2.917 2.987 7i050
-••1,825
1.562
4. FRAME JAMB (FIXED)
EFLUSH FRAME ADAPTER
•
• •• •• •• •••••• •• • ••• •• •• •• ••••••• • •• • ���``�`P\J\•\•�\V1G11' 111!/ff f�ij�''�
• • • • • I3uildir • • - f �`
• • • • • • Ac�rtaectl'b ����- `�01
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• • ••• • • ,, Ftoalo�.:' �,`
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`•
o
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1.500L1.063
I
'500
E1J FLUSH
.625
I .045
IF-2.780---.11
FRAME ADAPTER WITH FIN
it } 5
drawingno.
Wj6-86
sheet TO of11
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
,-A p filY FRAME ADAPTER CORNER
t • • • • : • • • • • • R=� Fimid. \i7
FRAME BOTTOM CORNER • • • i • • • • s*O'• •' o•� %O
FIX. MTG. RAIL CORNER BY '
M, pr dod
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
••• • • • ••• • •
J
`��J� • AH
OF r�(`� drawing v no.
i�'�SiOI �A1 �t` \`` sheet 11 of 11
MAW
E MIAMI DADE COUNTY
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 A CEPTANCE(NOA) www.miamidade.eov/economy
ES Windows, LL
3550 NW 49'" StrCeet
Miami, FL 33142
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 tte.Flotida Boikiing Cod;,***:'
including the High Velocity Hurricane Zone. ...... ....;.
DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I.! """ •
A,PPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES -EL 150 Fixed alutu Mrn Am! ih-M.)7;,• * 0 •
sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared h36 Al.Farooq Corporation,. %.'
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control•kevisior, ostailp with. ....
the Notice of Acce tance number and ex iration date by the Miami Dade County Produgt•CQn rol Section. •
1VIISSII.E IMPACT RATING: Large and Small Missile Impact Resistant.
Limitations: 9..0 • • • • • • •
1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheLtZ..'
2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval),
when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such
installation for tributary end Ioad and required anchors.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA,
COLOMBIA S.A., 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 and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No. 17-1218.12
MIAMMADE CCXJNTYM FApproval
n Date: May 18, 2022
te: February 08, 2018
Page 1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw_ (L.M.I)", sheets 1
through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, RE.,.
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
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated
11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes,
P.E. .... ......
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 207-94'
2) Cyclic Wind Pressure Loading per FBC, TM jb�-94 • • • • •
along with marked -up drawings and installation diagram of alwvuium fi.Yed windol' • • • :
prepared by Blackwater Testing, Inc., Test Report No. NF4AW-11:012, dated • • •
05/10/2017, signed and sealed by Constantin Bortes, P.E. • •; • •; • • • • • • •
.. .. .... ......
C. CALCULATIONS • • • • • • •
1. Anchor verification calculations and structural analysis, complying with:#BC 5w •''
Edition (2014), dated 11/16/2016 and revised on 12/21/2010,.Rfel$red by 41-Farooj ... I
Corporation, signed and sealed by Javad Ahmad, P.E. '
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 11/11/18.
4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
Is aq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no
financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (CI Energia Solar
SA) and by Evelyn Daes (ES Windows).
2. Statement letter of no financial interest, dated 11 /22/2016, prepared by Blackwater
Testing, Inc., signed by Dennis Duffy.
3. Test proposal # 16-1476, approved by RER, dated 12/16/2016.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.11;,0sheets I •
00
through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, Wcpated by Al ,Farooq • •
Corporation, signed and sealed by Javad Ahmad, P.E. 000000 .. .. . 0 0 0 0 : 0
Note: This revision consist of editorial changes of FBC 17 (61h EditioAy tbtlt compliance. ; • • • ;
B. Test
.... . .....
1. None. •••••• •••••
.. .. .... ......
C. CALCULATIONS ...... • •
1. None ......
D. QUALITY ASSURANCE • • • • • •
1. Miami Dade Department of Regulatory and Economic Resources (RER). •
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6a` Edition), dated 11/08/17, prepared
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises # 16-0617.05, expiring 05/18/22.
151ti-9 f. u."
Isha4 I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-2
a
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
ES-EL150
FIXED ALUMINUM 11INDOA'
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
44
SILL
TYPICAL ELEVATION
FIANCE FRAMES
48•
WINDOW WIDTH
44 7/8•
O.L OPG.
12'
HEAD/SILL
CORNERS 8 SELL
II II
I I 11
C
II 11
II II
I I 11
II 11
I II
II II
arl
11
n
o
a
/� II
�
p
II II
�
II II
II II
II II
II Il
II If
11 II
II II
II II
II II
TYPICAL ELEVATION
FLANGE FRAMES WITH FLUSH ADAPTER
WINDOW WIDTH
W
44 7/8'
ro
D.L OPG.
;
12'
0 b
8' MAX.
MAX.
'1
HEAD/SILL
CORNERS
HEAD
SILL
of
qq�qQQ C
8
AWW`
Fk -
VV
C
7
III 11
II II
8 � G
I 11
I II
-
=
= •o
I /. It
�p
g
11
Z
r3
I 11
J
1 II
1 II
I
0
;
II II
J
I
G
X
W
0
n
'
0n
M1
_... ...
B
7
3z
TYPICAL ELEVATION
w
W n k,
FLANGE FRAMES WITH FIN ADAPTER
(lr'TTI—I—fI
DAYLITE OPENINGS:
D.LO. HEIGHT WINDOW HEIGHT - 3.125' o
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH = WINDOW WIDTH - 3.125'
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (BTH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o g
1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE. • • • • THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. o = =
ANCHORS SHALL BE CORROSION RESISTANT, SPACED•^'•� %HOW aN CETIQIS • • • • • SHUTTERS ARE NOT REQUIRED. 4 o a
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIW EMBEDMWT TO, VSE• • • • • m g
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • • f,,�qp
A LOAD DURATION INCREASE IS USED IN DESIGN OF•A�&0%40 ATD ORI-4.0 • • • L-C 07 20170.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEnAlETAL SCREWS, THAT F"8IICf REVWM i g
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �salmobliaFwith I•eFlww 70592
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG• 6DDb k *ADOPTED STANDARi9 • AKip@ksm NNs 1 I21 .l i•
THIS PRODUCT APPROVAL E GENERIC AND FET) Htj�O_I P DE INF'OFAWOUA • • •� ,•y,B IZ
FOR A SITE SPECIFIC PROTECT, i.e. LIFE SAFETY dF 15 D pUACY • • • �-TZ�4�t"
OF STRUCTURE RECEMNG THIS PRODUCT ANDS G AR PE I G FOR • • ' 01., OF ,y�!/� drawing no.
WATER INFILTRATION RESISTANCE ETC. : • • • ii�' •'••... op,•' N11 6—%O
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANQYZEO SERA�EIY, �� ��
AND TO BE REVIEWED BY BUILDING OFFICIAL. s`y'�O E `
Y�Y/n n, L1111` sheet 1 of 9
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TEMP. GLASS
-5/16' AIR SPACE
1/&' HEAT STREN'D. CLASS
090' Irderkyer
I Trosifol PVB
By 'Kummy America, Inc.'
OR
090' Intedayer
SentryGlas
BR 'Kuroroy America, Inc.'
O
rI 090' Interiayer
1 Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
075' Interloyer
Saflex CP With PET Core
IBY 'Eastman Chemical Co.'
l r-1/4' HS. GLASS
SILICONE
DOW CORNING 795
ORNI DOW CNG 983
DOW CORNING INSTANT GLAZE III
IS O/
1
� AT 1/4 POINTS
ALL SIZES
GLASS TYPR 'Ai'
7/8- OVERALL INSUL. LAM. GLASS
/e• HEAT STREN-D. GLASS
090t/oPVB' 11"' yer
Tros
Wt8y 'Kururay America, Inc.'
090' Interloyer
SentryGles
OAR 'Kumray Americo, Ina'
090' Inlerioyer
Saflex Clear And Color Glow
OR 'Eastman Chemical Co.'
075' Interloyer
SaNex CP With PEr Coro
'Eastman Chemical Co.'
1/4' HEAT STREN'D. GLASS
z SILICONE
i DOW CORNING 795
DOW COfN4NG 953
/ !! DOW CORNING INSTANT GLAZE III
"r1 aM,
AT 1/4 POINTS ON LM
WIDER THAN 36' ONLY
S TASg TYPF 1Sr SiS F+ W
7/16. OVERAIL LAM. GLASS
5/32' TEMP. GLASS
5/16' AIR SPACE
— 5/32- HEAT STREN'D. GLASS
090' Interloyer
Trosifol PVB
By 'Kuramy America, Inc.'
OR
090' Intertayer
SentryGlas
By 'Kuraray America, Inc.'
OR
090• Itderlayer
Saflex Clew And Color Glass
By 'Eastman Chemicol Co.'
OR
075' Interlayer
Saflex CP Wlth PET Core
1 I By 'Eastman Chemical Co.'
r-5/32' HEAT STREN'O. GLASS
3/18- HEAT STREN'D. GLASS
090' Interloyer
Trosifol PVB
By 'Kuraray America, Inc.'
OR
090' Intaloyer
SentryGlas
'Kuroray America, Inc.'
OR
090' tntedayer
Scfiex Clear And Color Glass
'Eostmon Chemical Co.'
075 Intenayer
Seflex OP With PET Core
'Eastrron Chemical Co.'
3/16- HEAT STREN'D. GLASS
SILICONE
y DOW CORNING 795
]] M2 j` lj DOW CORNING 983
cs .! DOW CORNING INSTANT GLAZE III
�.il Idyl n 11 Al
AT 1/4 POINTS ON LRES
WIDER THAN 38' ONLY
SLASS TYPE_'I1'
7/16. OVERALL LAN. GLASS
1 I SILICONE
DOW CORNING 795
D WW CORNING 9&3
i DOW CORNING INSTANT GLAZE 11
• • • ••
1' j • • •• •
$ E4 \I B A/
.. • • . Ai V6 POINTS • •
• • • ALL SIZES • • • •
••• P. MIL. GA55••• •••
GLAZING OPTIONS
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PIRODUCIrRIEVIR!!
raer Well; wilt, asFlsew
ce&
r2
Aeceptesee lee
16gin , Dote
Wj-
paiwowraewcmw
5/16' AIR SPACE CONSISTING OP:
�PAOEB:
'HELM"' LOW PROFILE ALUMINUM SPACER
BY 'LINGERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
PERIMETER SEALANT:
SILICONE
DOW CORNING 791
GE 2000
4
drawing e no.
DESIGN LOAD CAPACffY - PSF
GLASS TYT GLASS TYPE
11INDOlT DAIS. 'B'. 'Af. 'D1' 'A'
i
48'
54'
3e•
42' 60'
48'
54•
80•
30'
36'
42' 66'
60'
1 1
64.0
84.0
48.0
48.0
30'
36'
42•
48•
54•
W.
72•
60.0
50.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
90.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
533
64.0
64.0
48.0
48.0
30•
38'
1.
48'
54'
78•
$0.0
solo
60.0
$0.0
80.0
80.0
60.0
78.0
$0.0
80.0
50.0
68.6
60.0
80.0
60.0
60.0
71.1
71.1
533
53.3
30'
36'
42'
48'
Se
84'
90.0
80.0
60.0
80.0
$0.0
80.0
$0.0
76.4
$0.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
30•
36•
42'
48•
9o,
80.0
80.0
60.0
80.0
50.0
50.0
60.0
75.0
80.0
$0.0
60.0
67.1
80.0
$0.0
60.0
60.0
30
36•
42•
96'
80.0
s0.0
60.0
50.0
80.0
90.0
60.0
73.8
80.0
60.0
80.0
65.8
DESIGN LOAD CAPACffY - PSF
WINDOW DIMS.
GLASS TYPES
'B'. 'If. M'
GLASS TYPE
WIDTH
HEIGHT
EXT.(+)
TNT.(-)
EXT.(+)
1NT.1
30'
36'
42•
102'
50.0
80.0
80.0
so.
80.0
80.0
60.0
72.
80.0
80.0
60.0
54.
W.
W.
42•
I W
80.0
80.0
60.0
80.
80.0
$0.0
90.0
72
80.0
80.0
60.0
&i.
�•
36'
114'
90.0
Selo
60.0
80.
solo
80.0
solo
71.
30'
120•
80.0
80.0
80.0
80.
DESIGN LOAD CAPACffT - PSF
WINDOW DIMS.
CUSS TYPES
'B'. 'Af. 'Df
GLASS TYPE
'A'
WIDTH
HEIGHT
EXT.(+)
TNT.(-)
EXT.(+)
Imu
19-1/8•
26-1/2'
1.
48'
53-1/6'
26•
$0.0
00.0
60.0
so
80.0
80.0
60.0
so.
$0.0
80.0
60.0
80.
80.0
80.0
60.0
s0.
BD.O
80.0
60.0
60.
19-1/8'
26-1/2'
37•
48'
53-1/8'
38-3/8•
60.0
80.0
60.0
so.
80.0
80.0
60.0
So.
80.0
00.0
50.0
77.
80.0
80.0
60.0
75.
$0.0
80.0
60.0
75.
19-1/8'
26-1/2'
37'
48'
53-1/8•
80-5/8•
BO.0
80.0
BOA
so,
50.0
80.0
60.0
so,
50.0
80.0
60.0
77.
bolo
no
60.0
60.
75.9
75.9
56.9
56.
19-1/8'
26-1/2'
37•
48•
53-1/8'
58'
80.0
00.0
80.0
so.
80.0
80.0
80.0
80.
80.0
80.0
60.0
77.
80.0
$0.0
60.0
50.
72.3
723
542
54,
19-1/8•
26-1/2•
37'
48'
53-1/8'
83'
80.0
Bolo
60.0
so,
80.0
80.0
50.0
so.
s0.0
80.0
90.0
77.
50.0
80.0
60.0
$0.
723
723
542
54.
26-1/2'
37'
48•
78'
80.0
solo
bolo
So.
60.0
solo
solo
50.
80.0
solo
bolo
77.
$0.0
solo
bolo
60.
1 WIN�DOW..I WINDOW
r � r �
I z
L J
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
3 3 3 L J
WINDOW
1 1 WINDOW WIDTH WINDOW WIDTH
� R
z U
CIA n
Oa)i'
" 3z�
J
I NIn
In
Ld W 'n M
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SWIPES.
cc
PIKIDUCf RRYIRi 21
uerpp44 vNYIOe Rleeid�
c
4�1diq Code.. I7 /lTfr•/2 aid
71
BA
• • • • • • •
• - MD LE1M%MEN&NS CAN BE•ORIENO
VFRI &LY OR HORRONGLLY AS SHOWN ABOVE.
•••
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•
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CAPACITIES ON THIS SHEET ARE
c jdd N
ON ASTM E1300-09 (3 SEC. GUSTS). O
� ..�► e
_ EDSB2 • :.
OF '• : dro ing8 no.
p1;i Wl 6-70
t1��shee�3 o3�
WOOD IX=
O
".A
A
TYPICAL ANCHORS
l FOORR SPACING
EDGE DISU ..
44 .
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1
noonucrl�vss
•� ar�Y• wW I.e /VAIN
imua—DADS COUNTY APPROVED I
MULLK)N h MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST I
----------11
TYPICAL ANCHORSJ SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANC }TORS: SEE ELEV. FOR SPACING
1 /4" DIAL TAPCON BY 'ITW' (Fu-125 KSI, Fy-100 KSI)
1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fy-165 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO MASONRY (JAMBS)
DIRECTLY INTO CONCRETE OR MASONRY
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO MASONRY (JAMBS)
4 /I• - True - OM r -111 - C
Aate h•cN• 1 �l !
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
L>tM•ptwlDne i
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
4 `
�r d�Ar Cyr
(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)
TYPICAL EDGE EDGE DISTANT
INTO CONCRETE AND MASONRY - 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 fe - 3000 PSI MIN.
• • • •
C-90 HOLLOW/FILLED BLOC( AT JAMBS fm - 2000 PSI MIN.
•♦
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R'MSEE
•
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`T1T'
ELEV.
FOR SPACING
•••
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M
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drawing no.11
3 W16-70
I� o
CU z
I/4' MAX. 1/4' MAX.
SHIM SHIMS
1/4' MAX. O
{G O 3
MI O TYPICAL ANCHORS SHIMS .. _ TYPICAL ANCHORS W
N �•' v
SEE ELEV. SEE ELEV.
FOR SPACING ad FOR SPACING kl
- - - - v
g
21
• - - - - -- - - - a .w " Q 612 �
EXTERIOR
eY_ a
E1 D.L. OPG. WOOD BUCKS
r 1BY n
WINDOW WIDTH WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV. m o
FOR SPACING ^
Z ...
j -I
1/4' MAX. J J LJ
MIAMI-DADE COUNTY
APPROVED MULLION SHIM U) N
SEE SEPARATE NOAIn� X
� 0
r --�
TYPICAL ANCHORS
II II SEE 0". to 3Z U- h
t i rFOR SPACING W U) N rgi
l W W M
I 1
ts-
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y w�
:0 o x
�7 f27k 1�- o
TYPICAL ANCHORS C4�1 METAL
y3
SEE ELEV. STRUCTURE m g
FOR SPACING
WINDOW WIDTH WINDOW WIDTH i6
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• • • • • • • • • _l, Q 7 T o m • • • • • • • • • • • `11111111T/T� c
.� �P'• EN ^
• • • • • • • • • • • AtE '��� drawing no.
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FOR SPACING
—DAD£ COUNTY APPROVED
ION h MUIIJON ANCHORS
SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 /4' MAX.
SHIMS
TYPICAL ANCHORS
ALT.
INSTALLATION DETAILS WITH. XLp�V FR&M A&WTERS • •
SEE SHEETS 4 & 5*FOR VANDEW DETAIL* • • • • • •
• • •• • •• • • • •
••• • • • • ••• • •
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AmVnm No 17 If
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drawing a no.
W16-70
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ILLUSTRATIVE
DTLS, ONLY
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
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EXT.
OR INT. FINISHES
alo
NOT
BY E.S. WDW.
•
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
W N
410 WOOD SCREWS (GRADE 2 CRS)
o
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
`
O
1-1/2" MIN. PENETRATION INTO WOOD
0.
gap
A
E6
*lrt'TEKS
v
ALT.
Q G
SELF DRIWNG SCREWS
AFROM ENDS
a
IL z I -
AND 12 O.C. MAX.
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110 TEKS/SELF DRIWNG SCREWS
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TYPICAL ANCHORS EXTEKIOK
SEE ELEV.
o �
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FOR SPACING
/10 TEKS/SELF DRILLNG SCREWS
WINDOW WIDTH
— S
(�AT 6 FROM ENDS
AND 12 O.C. MAX.
y c $$i
I-{ I •• ••• • • • • • •• c m-
• • • • • • • • • • • \111111111/// � � m
ALT. 2017
). 1cN,gF•• n � s
INSTALLATION DETAILS WITAI, F".FRAME• ADLIRURS • • I `{7, : I S} k k
r SEE SHEETS 4 h 5IT WINDQYI DETA0.1 •
• • • • • • • • • •OF
� ICAL ANCHORS ••• SEE ELEV. •• ••• •• ••• ••• %�•S'• Av G• \2W�ic 7O
FOR SPACING �/� S�Q�A`, 4 \� V�
///T111 1111\\ "sheet 7 of 9
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• • • • • • • • • • BtA OF •((F� drawing n0.
O.202 O -i -2 E4 -i .202 • • • • • • • • • • • • • • • • '% Dl;••' ��; Wl 6-70
GLAZING BEADS f/ � l i l l J, �` sheet 8 of 9
rrea / PART * RSQO. DESCRIPiTON MATERIAL
•••
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aANF./SUPPLIHR/RSaAR®
E1
ES-E1131
1
FRAME
6063-TB
-
E2
ES-EL152
AS READ.
FRAME SCREW COVER
6063-76
-
E3
ES-EI.109
AS ROD.
GLAZING BEAD (5/16' LAM. GLASS)
6083-T6
-
E4
ES-EL111
AS ROD.
GLAZING BEAD (INSUL LAM. GLASS)
8083-T6
-
ES
ES-EL112
AS READ.
FLUSH FRAME ADAPTER
8083-T6
-
E6
ES-EL11S
AS READ.
FLUSH FRAME ADAPTER WITH FIN
6063-T6
-
2
ES-EL110
AS ROD.
GLAZING BEAD (7/16' LAM. GLASS)
8083-T6
-
M1
�B X ,'
-
FRAME ASSEMBLY FASTENERS
ST. STEEL
PH SMS
M2
ES-S008A
AS REOD.
GLAZING BEAD BULB
SILICONE
DIhiOMEfER 60f5 SHORE A
M3
80-372A
2/ LffE
SETTING BLOCK AT 1/4 POINTS (LAN. GLASS)
_
SILICONE
DUROMEIER fiDt5 SHORE A
M4
EL100-801
2/ LRE
SETTING BLOCK AT 1/4 POINTS (INSVL LAM. GLASS)
SILICONE
DUROMETLR 80f5 SHORE A
M5
/6 X 1'
-
FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS
ST. STEEL
FH SMS
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drawing9 no.
W16-70
sheet 9 of 9
....
.......
.
.
......
.
....
....
.
.
....
.
MIAMI•QADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ES Windows LLC
3550 NW 49" Street
Miami, FL 33142
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 Produat.Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese"#1 right... •
to have this product or material tested for quality assurance purposes. If this prodttct or mated• fpils to • •
perform in the accepted manner, the manufacturer will incur the expense of such 'tl X ig and tWA!HJ may • • • • •
immediately revoke, modify, or suspend the use of such product or material within then jurisdiction. REIC.....
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Munty Pro6xt %ontrot
Section that this product or material fails to meet the requirements of the applicablekj. l&g code, 0 0 0 0 0 •
This product is approved as described herein, and has been designed to comply Wththe Flofij#'$pilding..,
Code including the High Velocitv Hurricane Zone. ......
DESCRIPTION: Series "5000" Outswing Aluminum Casement Window - L. M. I. ;..,;. ...•.'
. .
APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum OftWing Casg=14 Wdw; • • • •;
(L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared 8y%1rFarooq
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
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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 15-0129.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0116.04
Expiration Date: April 03, 2023
y2/1S
)'UApproval Date: February 22, 2018
Page 1
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 p®i+PFSC TAS20.2-94 .'
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, TA�,J�3-94 ; • • • ; • • •
6) Forced Entry Test, Type `B" Window, Grade.".per FBA 2411 ..:..'
3.2.1, TAS 202-94 and per ASTM F 5 8 8-0';< • • • • • • • • •
along with marked -up drawings and installation diagram org4fi$s 5000 butswing •,
aluminum casement window, prepared by Fenestration Testing Laborato,• moo., Test• • •
Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and.Q3Al$/11 respectively„• • • •;
both signed and sealed by Marlin D. Brinson, P.E. '
(Submitted under NOA No. I1-0419.01)
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 511
Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
J
Manue:IE�miner
P.E.
Product Colt
NOA No._0116.04
Expiration Date: April 03, 2023
Approval Date: February 22, 2018
E-1
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 Eaiti n (2014)p and of no
financial interest, dated October 27, 2014, issued by Al-Farodq;Cerporatfen,- signed...
•
and sealed by Javad Ahmad, P.E. """ ' '
2. Laboratory compliance letter for Test Reports No. FTL-6294 •� IFTL-¢I95:, issue] • • •
by Fenestration Testing Laboratory, Inc., dated 02/25/11 and.Gi/1b/11 raspectively,.:..'
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, iisueq by Fenestration
Testing Laboratory, Inc., dated 11/16/07, signed and sealed byramo5 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.
Manuel Perez,
.El
Product Control Ex min r
NOA No. 18- .04
Expiration Date: April 03, 2023
Approval Date: February 22, 2018
E-2
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, complyigg with FBC bt. •
Edition (2017), dated 10/27/14 and revised on 09/22/17, prepatedW Al-FaMo4 • • • • • •
Corporation, signed and sealed by Javad Ahmad, P.E. *"' : 0
.... . .....
D. QUALITY ASSURANCE ' ...... . . .....
1. Miami -Dade Department of Regulatory and Economic Resources f RER) • • • • • • • •
E. MATERIAL CERTIFICATIONS ' • �' •
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AaAa, Inc. for theii
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dateAW18/18,
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.
Manuel Pe z, P E.
Product Control am' er
NOA No. 18 6.04
Expiration Date: April 03, 2023
Approval Date: February 22, 2018
E-3
55
5
54
CAM LOCKS
(2) LOCKING POINTS
ALL SIZES
SERIES 5000
V
S
--
/ II
S?
O
n
^
c
m
\ II
n
I
II \
8 II \
ALUMINUM OUTMNG CASEMENT WINDOIY
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY S1DE
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).
1BY OR 28Y 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 & 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 RENEWED BY BUILDING OFFICIAL.
v
SURFACE APPLIED
FALSE MUNTINS
M N V
MULTI POINT LOCK
m LOCKING POINTS_
SEE CHART
K
LD. —L OPG 0 WDW HE1CHi N0. OF
35 1/4' � UPTO KEEPERS
AT SASH
VENT �� 28' 2
37'
WINDOW IROTH
76' S
s1rlcLe (x)
TYPICAL ELEVATION
II ,
%II
I/J�I 5
I
B II \
4 \
30 5/8'
D.L. OPG
35 7/8'
30 5/8'
D.L OPG
35 7/8-
�T
• • • • • • • • • • • TWSE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
• • • • • • • SKITTERS ARE NOT REQUIRED.
• • 000 • • • • • PR;uC<REVISED A11�f� ' /AAA''
m �Yi%with d• A!?
BAutti' -coNo 1s-01t .04- �r
•• •a• • ••• • Hale
say
• • •• • •• • • • •
• • ••• • • •OF
••• • • •
• • • • • • • • • •
••• • • • ••• • •
drawing no.
WO8—O8
- PSP roa (z) sraEs
17DiDaA DUB.
trrra CAN wcE.9
trlrmows trrrN rtnn POINT tAC[
mass rr9Es
A. B. C, D, 6, P
c>.sB rrnE
'a'
cress rrPas
mess TYPES
'C', V. 'E', Y
WIDTH
HEIGHT
DR.(+)
1M.(-)
OR.(+)
1M.(-)
EXT.(+)
EM.(+)
1M.(-)
79-,/B'
26-1/2•
2B,
$5.0
85.0
95.0
55.0
90.0
90.0
90.0
90.0
85.0
83.0
BSA
85.0
90.0
90.0
90.0
90
DESIGN WAD CAPACITY - PS? POE (II) SbBS
1t➢iDOII ➢13L9.
trrte car tAc®
7rn7Dotrs tma min POINT TACT
6Ie83 TYPES
A. B. C. D, E, ■
CLL4S TYPE
'a'
GIeEE TYPES
'B'
meBS TYPES
'C', W. 'E', 'Y
M7DiV1
HEIGHT
ExI.(+)
1M.(-)
FM.(+)
1M.(-)
EM.(+)
7M.(-)
DR.(+)
1M.(-)
37•
sS-1/8•
28,
es.o
eso
es.o
as.o
90.0
90.0
90.0
90.0
83.0
e3.0
85.0
85.0
90.0
90.0
90A
90.0
S/•
53-1/e'
74'
e4'
38-3/9•
85.0
BS.O
85.0
85.0
90.0
90.0
90A
90.0
BS.O
85.0
BSA
BS.O
90.0
90.0
90.0
90.0
85.0
BS.O
85.0
85.0
90.0
90.0
90.0
90.0
83.0
85.0
85.0
eS.O
90.0
90.0
90A
90.0
37'
53-1/8'
74'
B4•
SO-S/B•
BS.O
65.0
e5.0
85.0
90.0
90.0
90.0
90.0
85.0
B0.0
BS.O
83.0
90.0
90.0
90.0
90.0
B0.0
85.0
BS.O
85.0
90.0
90.0
90.0
90.0
B5.0
e5.0
85.0
B3.0
80.0
90.0
90.0
90.0
S7•
53-1/B'
74•
M'
BJ•
A5.0
BS.O
BSA
85.0
90,0
90.0
90A
90.0
79.8
79.8
79.8
79.8
79.8
79.6
79.6
79.6
61.4
81.4
61.4
61.4
61.4
61.4
e1.4
61.t
-
-
-
-
36A
563
S7'
53-1/8•
74•
74-1/4•
-
-
-
-
-
88.8
86.e
-
47.8
47.8
38.0
36.0
37•
33-1/8'
7s'
78'
82.0
62.0
44.3
44.3
33.4
3J.4
{8'
SB•
84•
7z-
W.
B4•
4e•
BSS.O
e3.0
BS.O
85.0
90.0
90,0
90.0
90.0
85.0
85.0
BS.O
BS.O
90.0
90.0
90.0
90.0
85.0
85.0
BS.O
BS.O
90.0
90.0
D0.0
90.0
es.o
es.o
as.o
es.a
9D.o
90.0
9D.o
9D.o
85.0
85.0
83.0
BS.O
80.0
90.0
90.0
90.0
0.5.0
85.0
83.0
85.0
90.0
90.0
90.0
90.0
IB'
SB'
64'
72•
BO'
B4'
54'
85.0
85.0
e3.0
eS.O
90.0
90.0
90.0
90.0
83.0
BS.O
83.0
eS.O
90.0
90.0
90.0
90.0
e5.0
83.0
85.0
es.0
90.0
90.0
90.0
90.0
BS.O
85.0
85.0
85.0
90.0
90.0
80.0
90.0
83.0
65.0
B5.0
BS.O
80.0
90.0
90.0
90.0
83.0
85.0
85.0
85.0
90.0
90.0
90.0
90.0
4B•
58'
6{'
72'
BO•
�'
80'
eS.O
85.0
85.0
85.0
90.0
90.0
80.0
90.0
eS.O
BS.O
85.0
85.0
88.9
88.9
88.9
88.9
80.0
80.0
80.0
80.0
80.0
e0.0
80.0
80.0
73.5
73.5
73.3
75.5
73.5
73.5
73.3
7J.5
-
-
-
68.7
BB.7
-
88.8
66.8
4e'
56'
84'
E6•
73.2
752
75.2
73.2
75.2
75.2
75.2
75.2
65.7
85.7
65.7
65.7
83.7
85.7
65.7
BS.7
SB.9
SB.9
58.9
58.9
58.9
58.9
eqI0
't 3
Q y
i
pp`
Q ry U
A� C
Vq�
a
a�fd
pJ n
3
�W
z
r
0 M n
M
3 Z L
IriL
N W M
O
O_ p}�
qo gg o
C C 6 U
NOTE: • _
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION c •
• • • BECLARATORY STATEMENT DCA05-DEC-219 m 5 $
• • • _ g g
• • • o 0. e
••• • W
• • • • A.
PRODUCT REVISEDt/fj�,� �7j7i� o
>• oo01WYm8 wi➢, the FlOtid9 `\ AJ•f^"..
B0d'ma Cede •'•.
0
ne«P1m cc No ! -OI I
G iralim Date o
o•' ••• • ••• • • =.• = y
• • • • • • • • Btl9 $ +t
• • • • • • • • M PtadOcl A. -0 3
• • o • • • • • • • • tJF(y drawing no.
• ••• :r q WO$-08
27 2 .� s
�lAiL71\\\\ sheet 2 of 10
nEs93N LOAD CAPACITY
4mm
090*0 90.0 41, .
j
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
/8- HEAT STREN'D GLASS
090' Interlayer
Troelfol PVB
By 'kuraroy America. Inc.'
1/8- HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983 0.
9
k )
ciLAU TYPE A
5/32' HEAT STREN'D GLASS
090' Interloyer
TjByl/8*
sifol PVB
'kumray America, Inc.'
HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983
i
2
O
0
/8' HEAT STREN'D GLASS
.090- Interlayer
S•ntryGlae
By 'Kummy America. Inc.'
1 �1/8- HEAT STREN'D GLASS
SILICONE
r DOW CORNING 795/983
` "" 1— ^^"" 9 GLASS
nerica• Inc.'
STREN'D GLASS
RNING 795/983
x
3
7
m
n
795
ALT, GLAZING OPTION
THESE GLAZING STOP CAN BE USED WITH
GLASS TYPES 'A', 'B', 'C' k 'D'.
HEAT STREN'O GLASS
TEMP. GLASS
1/4- AIR SPACE
1/8- HEAT STREN'D. GLASS
090" Interiayer
Trosifol PVB
By 'kuroroy America. Inc.'
5/32- HEAT STREN'D GLASS
SILICONE
DOW CORNING 795/983
i
i.
5 AT 1/4 POINTS ON LTTES
WIDER THAN 36"
SETTING BLOCKS AT LAM. GLASS
NOTCH GLAZING BEAD LEG
TO CLEAR BLOCKS
5/32- HEAT STREN'D GLASS
OR
5/32' TEMP. GLASS
1/4- AIR SPACE
1/8- HEAT STREN'D. GLASS
090' Intedayer
SentryGlas
By Kuraroy America. Inc.'
5/32- HEAT
S rSDOW COERNI�NG 95/983
�v
Z
0
F�
Z
yqyI1
0 g
0
{L Z,A—
JoB
a�ofk�
Q, n
3
�w
z �
VM n
C) n
z
3z
vi,p
N W Lo
11 tl i
jj - T
10 li ii ii 1116
I IT
°U
1 /4 POINTS ALL SIZES
GLASS TYPE 'D' GLASS TYPE 'E' C£YPSETTING LASS TE T BLOCKS AT INSUL LAM. GLASS » Y
• • • • • • • • -� �•�•— NOTCH GLAZING BEAD LEG p • c o
• • • • • • • • • TO CLEAR BLOCKS
GLAZING OPTIONS • • • ; • • ; ; • • • o W
• • • • • • • • • Nlflfr
NOTE: 1/4" AIR cPA ONSI4'L•LN - OF• Bwldmg Code 0 `�� �Q;.• @F''••
Accepence No I —D
TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER P*e� Dete o
• •'H LOW RO L&,t8MINUM,S%CE% • �, EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. _ * _
• • HY ' NGERMA MBH'• • • • smi P 1Ct
• • MOOND THE PERIMETER+ OF -IHE Cb55. • •
• • • • • • • • Qj� drawing no.
• SW N� Lw.0 2 7 Z,,. A( �� W08-08
GE 2000 CORNINGDow 791 '',SS/�� I IlLlttt````` sheet 3 of 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURE
TYPICAL
SEE ELEV. FOR
TYPICAL
SEE ELEV. FOR
MIAMI-DADE COUNTY APPROVED
MULLION k 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 TO THE BUILDING STRUCTURE.
TYPIA- ANCHORS: SEE ELEV. FOR SPACING
ULTRACON BY 'ELCO' (F.-177 KSI, Fy_IM KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY 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)
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-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO CONCRETE - 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CUP)
INTO WOOD STRUCTURE - 11/16" MIN.
INTO METAL STRUCTURE = 11/16" MIN.
WPOD AT HEAD, SILL OR JAMBS SG , 0.55 MIN.
NC�AT HEAD, SILL OR JAMBS = MOO PSI MIN.
C•900HOLLOw/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN.
1• •
• • 111111111//
• • • PRODUCT RFVISm
rcomWYulfwilhthe FImidm �w........'lM
su;lams c •011b •04•'
pintBy
OF
Date
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1 b 1
arowwo ing no.
3/16' MAX. �� m
SHIM O O 1/4' MAX. O 54 a �1
m
49 45 SH!M
3 I BY 58
18 Z q
TYPICAL ANCHORS 15 51 80 .59'WOOD BUCKS 55 ~ i 2 I
48 CAM
<
SEE F1EV. • 4 .
FOR SPACING J ` v
_______--
SCREEN OPT,--
18.1. 1%4" C lu'
N W
00
F
Vs.
8 TYPICAL ANCHORS w y�yJ1 yy� pJ
14 9 13 52 50 v TOR SPACING Q W 7 LL ^
16 8 EXTERIOR 4 4 I
STRUCTURE D.L OPG. METAL
7 7 m
,V
Q W A F '
VENT WIDTH MULTI POINT LOCK OPTION CAM LOCKS OPTION 0
WINDOW WIDTH vmi
SINGLE VENT WINDOWS 3 n
3
R
1/4' SHIM m
O O NG,FN
0 "o
So 0
BY WOOD BUC 1/4" MAX. m
3 SHIMS I al 3 Z
W STIR E 16 37 v o
15
vi
SCREEN OPT.-___ __________-______ ' TYPICAL ANCHORS y Laraj
1/2' - SEE ELEV. FOR SPACING
O
wo
� ,; 4'88
� q
a C @
o
TYPICAL ANCHORS J 8 14 9 13 J6
• o g '
SEE ELEV. 16 8 D.L OPG. EXTERIOR ,qq,,,II4 fi
FOR SPACING 7 D.L. OPG. ¢
ii
VENT WIDTH j_ VENTWIDTH
WINDOW WIDTH • • • • • • • • • • • •-
O o $ o
�• q o a e
DUAL VENT WINDOWS •• •: •••—•—. .•� ••°c
• • • • • • • • • 11111II If T/ O
• • • • • • • • • • • • PRMTJL-r REVISED
ea eemPlY'r'g witfi tti<i1a1QA ` .. •�
Bwt�i�B�oa<r8•a��.o4 . �''cENr�•`•g0�% � a
Ace<Ptenc>: Alo ' � _
•• ••• • ••• • • k,•70592 S $`
• • • • • • • • • BY
• •' • • • • • • • • • r ATE OF 6y�: drawing a no.
��T I1111111Y1� sheet 5 of 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
�EDG bI!
C
O
ALT.
O
ALT.
G
MIAMI-DARE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE a". FOR SPACING
4"
SHIMS
e
.1 1/4'
O
ALT.
• • -ILP: EV:FO: SPACNG
• •
-J
•
• •
•• • •
•
•
•
•
•
•
53
N
• • •
• •
• • • •
• • •
0.:
• •
•
•
•
•
•
�«YU�REVISED
• • • • •
• • •
•
•
• •
es o.tnptying with tlw Fbtld@
Building Code
A, Pmntt 140
• .
E pisffiim Da
P
TYPICAL ANCHORS
• •
• • •
•
• • •
Miami de Pmduet
SEE ELEV. FOR SPACING
• • • •
• •
•
•
• •
• • • •
• •
• • •
••• •
•
•
• • •
•
P
27 21.1
INSTALLATIONINSTALLATIDN DETAILS—WIT-H.
FLUSH FRAME
FRAME
APTERFLUSH
APTER
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
� G
y �
ii
q}GENgF'• ;Q o
o
No. -
a a
STATE OF drawing no.
�omo!,•G�� W08-08
2.
FRAME
VENT
IMPOST
1.030
.125
1.844
1as
.794
IMPOST STIFFENER
514
9�
.080
SNUBBER
r-.329
.B'JO��I1 .050
-4 .837
GLAZING STOP (LAM. GLASS)
.503 .050
1.OB3-
to
GLAZING STOP (INSUL. LAM. GLASS)
147
III, j-•�y`��1r.328
.803062 .543 tl It
� �fV11 .zsa
837 L I-
OC 11A
GLAZING STOP (LAM. GLASS) GLAZING WEDGE
--j 1.000 j- --{ 1.000
338 I _I
125 .125
3.000 3.000
.338
1 X 3 1 X 3
23 CUSTOM MULLION IS STD. MULLION
1.888
62
—F
soo rr 7z5
1-2.083 --I
53 FLUSH FRAME ADAPTER
.720 •• ••• • • • • • ••
• • • • • • • • • •
• • N•TCM • • •
• • • • •PTIOML• • • • • PRODUCT REVISFD
a%- cID1ym6 with the -Ibm t
.125 2.750 1i/YP. Wdlding Cock
.L•ceptsoce .04.
•• ••• • 0 •
• • • • • By
• • El
• • • can :d: PtoJnct
• • • • •
• •
• • I• •• • •
3.750 —•---1 • 000 • • • + .) -7 - 1
i
24 MULLION CUP
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
�V
O 9101
Ir
O aM,
Opaca 5
Ire 2 .
a 1H (p
LL Z o4L'
't.22 0
I lOB/�w��i� g
TE OF •.!(7�� drawingo no.
W08-08
ITZX
PART i
QUANTITY
DESCRIPTION
MATERTAI,
MANF./SUPPUn/REMARES
1
ESSODI
1
FRAME HEAD
6063-TG
-
2
ES5001
1
FRAME SILL
6063-T6
-
3
ES5001
1/ VENT
FRAME JAMB -HINGE SIDE
6063-T6
-
4
ES5001
1/ VENT
FRAME JAMB -LATCH SIDE
6063-T6
-
5
ES5002
1/ VENT
VENT TOP RAIL
6063-T6
-
6
ES5002
1/ VENT
VENT BOTTOM RAIL
6063-TO
-
7
ES5002
1/ VENT
VENT SIDE RAIL -HINGE SIDE
6063-T6
-
8
ES5002
1/ VENT
VENT SIDE RAIL -LATCH SIDE
6063-T6
-
9
ES5004
2/ VENT
SNUBBERS, 2-1/2' LONG
6063-TB
-
10A
ES1103
AS REDO.
GLAZING BEAD (LAM. GLASS)
6063-TS
-
108
-
AS REDD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T5
-
10C
ES100B
AS REDD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
11
27-425
AS REDD.
GLAZING GASKET
EPDM
DUROMETER 60 SHORE 'A'
IIA
ES1010
AS REDD.
GLAZING WEDGE
SOFT PVC
DUROMETER *65 SHORE 'A'
12
-
AS REDD.
FRAME B VENT ASSEMBLY SCREWS
-
f10 X 1-1/2-SMS
13
-
2/ SNUBBER
SNUBBER INSTALLATION SCREWS
-
f8 % 1/2' PH SMIM S
14
E202
AS REDD.
OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB)
-
DUROMETER 65 SHORE 'A'
15
ES5005
AS REDD.
INNER WEATHERSTRIPPING
EPDM
DUROMETER 60 SHORE 'A'
16
PJS40-SS
AS REDD.
CORNER LOCK
ST. STEEL
SULLIVAN k ASSOCWTES
17
301 SS
2/ VENT
4 BAR HINGES -HEAVY DUTY
-
TRUTH HARDWARE
18
-
3/ HINGE
HINGE MOUNTING SCREWS AT FRAME
-
f10 X 1/2- PH SMS
18A
-
4/ HINGE
HINGE MOUNTING SCREWS AT VENT
-
f10 X 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
-
SMS
20A
-
8/ OPEN.
OPERATOR MOUNTING SCREWS
-
f8DX 1/2'3FM 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
-
010 X 3/8- PH SS SMS
22A
-
3/ TRACK
TRACK MOUNTING SCREWS
-
f6 X 1/2' FH SMS
23
-
AS REDD.
1X3 CUSTOM MULLION
6063-T6
-
23A
-
AS REDD.
1X3 STANDARD MULLION
6063-T6
-
24
-
AS REDD.
MULLION CUP
6063-T6
-
25
27-372
2/ LITE
SETTING BLOCK, 7/16- X 3/16- X 3-1/2' LONG
EPDM
AT 6' FROM EACH END, DUROMETER 75±5 SHORE A
25A
-
2/ LITE
SETTING BLOCK, 5/16- X 5/8- X 4' LONG
EPOM
AT 6' FROM EACH END, DUROMETER 75±5 SHORE A
26
-
8/ LITE
TAPE SPACER (1/4' X 1/2")
FOAM
AT 6' FROM GLASS ENDS
30
-
OPTIONAL
5/16' BOX SCREEN
-
33
ES5009
2/ VENT
ANTI SAG SKATE, 2- LONG
NYLON/CELCON
M$M PLASTICS
34
-
2/ SKATE
SKATE MOUNTING SCREWS
-
f6 x 1/2' PHSMS
36
ES5003
1
IMPOST
6063-T6
37
ES5010
AS ROD.
IMPOST STIFFENER
6063-T6
45
CLOT-0500
-
MULTI -POINT LOCK MECHANISM
I
INTERLOCK
46
-
-
LOCK FASTENER PLATE
47
-
2/ LOCK
LOCK FASTENER SCREWS
THREAD FORMING
48
L01-2250-XXX
-
SNAP ON COVER
_ • • • • • • •
49
L01-1050-XX%
-
SNAP ON HANDLE
• • • • •
50
-
-
GUIDE (ACETAL)
- • • • • • •
51
-
-
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 k ASSOC.
55
-
2/ VENT
LOCKING CAM (AT 11-1/2- h 50-1/2- FROM BOTTOM)
-
SULLCAN & ASSOC. • • • • • • •
56
-
2/ LOCK
LOCK MOUNTING SCREWS
-
f6-32 x 1/2 PH LS • • •
57
ES5013
11VENT
LOCK HANDLE/CAM CONNECTOR
-
1/4' x 1/2' ALUM.%AR• • • •
58
E55011
2/ BAR
CONNECTOR SCREWS
_
• •
CUSTOM • • • • •
59
CS-20OK-SS
2/ VENT
KEEPERS (AT 12- h 51- FROM BOTTOM)
ST STEEL
SULLIVAN k ASSOC.
60
-
2/ KEEPER
KEEPER MOUNTING SCREWS
-
f10 X 3/8' PH SMS
Q
8
SEALANTS:
AJ-6 FRAME AND VENT CORNERS AND INSTALLATION SCREWS c
• • • *SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. b ro $ o
• • • • W
• • •• PRODUCT REVISED 1\\\111111 JIJJr
with Oro Vkdk
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••• • • • • ••• • •
• • • • • • • •
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'i • • • • • • • Uv
IMPOST CORNER : • • r L'sde Pmduu
• • • • •• • • • t 'o •' STATE OFdrawing no.
VENT CORNER • • • • s _ 2 7 i . `ZoRIaR•' !�� W08-08
rrr/SS/t®NA9',��6�� sheet 9 of 10
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MULLION LOAD CAPACITY - PSF
MULLION LOAD CAPACITY - PSF
WINDOW DDLS.
I x 3
STD. MULL
1 x 9
CUSTOM MUTL
WINDOW DIMS,
I x 3
I STD. MULL
I x 3
CUSTOM MUIL
WIDTH (W)
LENGTH (L)
EXT.(+)
INT.(-)
EXT.(+)
TNT.(-)
WIDTH (W)
LENGTH (L)
EXT.(+)
INT.(-)
EXT.(+)
26-1/2'
90.0
90.0
30'
90.0
90.0
90.0
90.0
90.0
90.0
37'
36'
42'
90.0
90.0
42'
90.0
90.0
90.0
90.0
90.0
90.0
45"
58'
48'
S4'
it
90.0
90.0
54'
90.0
90D
53-1/8'
60'
90.0
90.0
90.0
90.0
62'
90.0
90.0
62"
90.0
90.0
26-1/2
90.0
90.0
30"
90.0
90.0
37"
90.0
90.0
35'
90.0
90.0
42'
90.0
90.0
42"
90.0
90.0
45"
63'
90.0
90.0
1"
W.
90.0
90.0
48'
90.0
90.0
54"
90.0
90.0
53-1/8'
60'
00.0
90.0
90.0
90.0
62"
90.0
90.0
62'
90.0
90.0
28-1/2'
90.0
90.0
30"
90.0
90.0
37'
90.0
90.0
36'
90.0
90.0
83.3
90.0
90.0
90.0
42'
1.
74-1/4'
1.66'
48'
79.4
90.0
90.0
90.0
48"
76.1
90.0
54'
90.0
90.0
53-1/B"
71.7
90.0
59'
90.0
90.0
26-1/2'
90.0
90.0
30"
90.0
90.0
37"
85.0
90.0
36'
90.0
90.0
42' 76"
45"
77.2
73.5
90.0
90.0
42' 72'
48"
90.0
84.5
90.0
90.0
4B"
70.4
88.3
54"
792
90.0
51"
67.8
85.0
30'
90.0
90.0
36'
86.9
90.0
42' 76"
77.2
90.0
48"
70.4
88.3
NOTES:
51'
67.8
55.0
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.
SERIESO 23 r
CASEMENT WINDOW SERIES 5000
CASEMENT WINDOW
EXTERIOR
NDOW WIDTH WINDOW WIDTH
CASEMENT TO CASEMENT MULLION
CLIPPED MULLIONS
2 3/4'
TYPICAL ANCHORS
4 PER CUP
SEE SHEET 4
FOR DESCRIPTION
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U
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I
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1191
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--
W2 I
W1
1112
n
TYPICAL ELEVATIONS
VAT N
J w
_ SIDE BY SIDE O
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
iq�
Z
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.-
N WIDTH (W) = WL 2 W2
0
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- i W
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N
N
SERIES 5000
O 23
CASEMENT WINDOW
SERIES 5100
•
•• •
•
••
PRODUCT MII1Y{$K)
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"
I
BaildmS Code
Acttpiaccc b '� �
•
• •
>~.Pitatinn Dnte
••
•
• • !
By
• •
• •
•EXTERIOR
•
• • •
K. .6, Prodad
. .
•.
. ..
. . . .
WINDOW WIDTH
•
• WINC.W'lDTH •
• •
�" /
CASEMENT
TO FD[ED MULLION
•'-� 4'
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
N
3�
U
pr
ATE C4'':fj�� drawing no.
�s�� .
�777s 11 6Vpel♦♦♦ sheet 10 of 10
IMIAMI,DIADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street.Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
N011COE ACCEPTANCE (NOA) www.miamidade.gov/economy
ES Windows, LLC
3550 NW 4911 Street
Miami, FL 33142
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ). ....
This NOA shall not be valid after the expiration date stated below. The Miami-Da¢e CCailpty Procko •Control• ....
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade'Couiriy) re$empetbe right •,
to have this product or material tested for quality assurance purposes. If this ptdd>TW or mafe ial fails tb• • • • •
perform in the accepted manner, the manufacturer will incur the expense of such• TeWg and the'AHJ map....:
immediately revoke, modify, or suspend the use of such product or material witl Aerr jurisil+i ,&*tv. RE
reserves the right to revoke this acceptance, if it is determined by Miami-Dadp.�pypty Product Control.:.. •
Section that this product or material fails to meet the requirements of the applicableb4iUmg coVr,...: , . • 0 0 •
This product is approved as described herein, and has been designed to camp ly.wit wa a Florida Building
Code, includin the High Velocity Hurricane Zone. 0 0......
DESCRIPTION: Series "EL300" Aluminum Outswing Door - L.M.I. .'. :....:
PROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Aluminum Oilts%na Door
(L.M.I.)", sheets I through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E, bearing the Miami -Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County
MISSILE IMPACT RATING: Laree and Small Missile Impact Resistauti
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla,
Columbia, S.A., series, and the 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.
TERNIINATION 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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 16-0617.03
Expiration Date: January 04, 2023
12�26 f Zol7 Approval Date: January04, 2018
Page I
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.1.)", sheets
1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al-
.Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
L. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0*00
2) Uniform Static Air Pressure Test, Loading per F.BC, TAS 2M-94 ......
3) Water Resistance Test, per FBC, TAS 202-W • • .'
4) Forced Entry Test, per FBC, and TAS 202 -41,V:' • 4,0 • • • • • •
6) Large Missile Impact Test per FBC, TAS :111Mf :....:
7) Cyclic Wind Pressure Loading per FBC, TAS FP5-94 ; • • • , • • • • •
along with married -up drawings and installation diagram of ant aluminum outswang ..:..'
door, prepared by Blackwater Testing, Inc., Test Report No. dated • • • •; •
06/15/17, signed and sealed by Constantin Bortes, P.E. with I! .& of Clarification
issued on 08/03/17, signed and sealed by Constantin Bortes, POE. • * : • • •: • ; * •• •
••.•••
• • . . • • • •
C. CALCULATIONS '0000
'
1. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014) and FBC-61h Edition (2017), dated 06/19/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E NL4,TERLAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass °Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916-11 issued to Kuraray America, Inc. for their
"Sentry Glas@ (Clear and White) Glass Interlayer" dated 06/25115, expiring on
07/04/1.8.
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (!VIA) for
their `Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (NIA,) for
their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/17, expiring on 12/11/18.
rge M. P1asencia, P.E.
Product/Control Control Unit Supervisor
NOA No. 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
E-i
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, to FBC-5te Edition (2014) and FBC-61 Edition
(2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes.
3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by
Blackwater Testing, Inc., dated 06,115/17, signed and sealed by Dennis Duffy, CEO.
4. Proposal No. 16-1477 issued by the Product Control Section; dated 11/23/16, signed
by Ishaq Char_da, P.E. • • • •
G. OTTERS •• •••••• ••
1. None. .. . ••••••
.... . .....
...... . . .....
.. .. .. .. ......
• • • • ••••••
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
E-2
THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ES—EL30D
ALUMINUM OUTSWMG ENTRANCE DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WriHOUT SIDEUTES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y 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 VANUF'S MSTRUCT'IONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A. LOAD DURATION NCRFASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METAUJC AND NON -COMPRESSIBLE.
MATERIALS INCLUCNG BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
TWS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEN.NG 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
8' HEAT STREWD. GLASS
090' Intennyer
Tracts PVB
O'Kuraray Amarla% Inc.'
090' Interlaysr
SsntryGlae
0 'Kurarcy Americo. Inc.'
090" Int.Aayer
SoRex Clear And Color Glass
'Eastman Chemical Co.'
075' Inteday-
San- CP With PET Core
By 'Eastman Chemical Co.'
3/16" HEAT STREWD. GLASS
SILICONE
DOWCORNING 9
CORNING 79
{rp�? MI 7f M1 DOW CORNING 2400
M4
SQUARE BEAD OPTION
SiLA.SS_ TYYG_'A'
7/16' OVERALL LAM. GLASS
INSTRUCTIONS: • •
•
USE CHARTS AS FOLLOWS. •
•
• •
,UM_l WIND LOAD REQUIREMENT BASED • •
• •
• • •
ON WIND VELOCITY
ON WIND vECABLE BLDG. HEIGHT. WINO 20NE
ZONE
l/SRNO APPLICABLE ASCE 7 STAVDARD.
STEP 2 FOR SNGLE (X) AND DOUBLE (XX) DOOR CAPACITIES
SEE SHEET 2. • •
• • •
STEP 3 FOR SDEIRE PANEL (0) CAPACITY SEE SHEET .
•
••
STFP FOR SDEUIE COMBINATION WITH ODOR • •
•
• •
SCE MULLION CAPACITY CHWT ON SHEET 4. • •
• •
STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 •
•
AND 4 SHALL APPLY TO ENTIRE SYSTEM.
HEAT SFREND. GLASS
AR SPACE
3/18" HEAT STREWD. GLASS
090' Interhyer
TroeRol PVB
OBR 'Kuraray America. Inc.'
090' Mtarlayar
SentryGks
BY 'Kuroroy Amer on. Inc.'
OR
090' hrtedayer
Saflex Char And Color Dim
OR 'Eastman Chemical Co.'
075" Interlayer
Soflex CP With PET Core
BY 'Eoetman Chemical Co.'
6" HEAT SIREN'D. GLASS
SILICONE
DOW CORNING 9B5
iDOW CORNING 795
DOW CORNING 2400
GLASS TYPE 'At'
1" OVEfIALL INSOJL LAM. GLASS
•
NOTE
IDMIOR LITE OF GLASS TYPE 'Ai' TO BE TEMPERED
FOR INSTALLATIONS ABOVE 30 FT. OF GRADE
g
JUJ
J�
04m"
p n
Ri "j In
3/8" AIR SPACE CONSISTING OF:
SPACER'
`o_
'HEUMA' LOW PROFILE ALUMINUM SPACER
BY 'UNGERMANN GMBH'
k�
AROUND THE PERIMETER OF THE GLASS.
PERIMETER SEALANT:
SILICONE
DOW CORNING 791
a
• • • • • • •
• • • • • • •
GE 2000
0_ 0
h
•• • • • • •
• • • • 000 •
6
�
<
• PRODULyOLaTpREMSED •1L111
rfrr��r
sullclingCod•
�,�
L.
NOA411 . 16-0617.03
��` .
a
lExpiraUon Date 01104/2023
=
•
••• • •
• BP • •
• Mia�n •
:
` 5
• • • • •=,
OF '•�
drawing n0.
• •. • • (•C R �•_'�j��
W17-59
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
38 7/8"
0O
STD. SILL
TYPICAL ELEVATION
( X )
SINGLE DOORS LOAD CAPACITY - PSF
FRAME LEAF 14RES"OL.D INT.(-) .
1
38-7/8' 96` 35-5/16' 93-9/16 5T0. e0.0 80.0
- 96 _ ___
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
STD. SILL
r TYPICAL ELEVATION
( XX )
DOUBLE DOORS LOAD CAPACITY - PSF
FAME
LEAi
TIMES D
IXf.(+) TNT.(-)
F70TIi M
7R' AB"
35-5/16"
93-9/18'
STD. • •
090.0 6r0
76- 96'
35-5 t
93-5 8
- ADA
80. o
m
�
v
v
W
O
m
O
�
J
O
\
\
\
•s eemWytr�p with the or Flida
BuBding Cods
.-Na, 16-0617.03
• . ftpir•twv o•a 01/04r2023
• • • • • • • • •M•m ro uo on
•• ••• •• • • • ••
GLASS D.L.O. FORMULAE •
D.L.O. WIDTH - FRAME WIDTI6-*I1.74Q- (X.DO%) • • • • •
- (FRAME WIDTIA �21.76A/2 (XIO DOORS). • • • . •
D.L.O. HEIGHT - FRAME HEIGKP - 11.038' (STD! 8(p1'. RAP) • • L,_� 2 7 N.,7
- FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL)
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
OF drawing no.
148 1/16'
34 1/18" 35 3/8" 34 1/16"
PANEL WIDTH LEAF WIDTH ],HFAD/SILL
ANCHORS PANEL WID1
AT STILE ENDS
IO SURFACE APPLIED 25 1/16' 27 1/8" (4) AT 3" O.C. 25 1/16"
Ct FALSE MUNTINS D.L.OPC; OPG. ' _ p,L. OPG.
� MAY BE USED _,S
A 17,
TYPICAL ELEVATION
(o)
SMEIM LOAD CAPACITY - PSF
OR STAND ALONE STATIONARY PANEL (0)
FRAME
PANEL
THIRES1OLD
TYPES
, + INT.(-)
( )
WIDTH
HEIGHT
WIDTH
HEIGHT
37-5/8"
98"
34-1/16-
93-9/16"
STD.
Sao 90.0
37-5/8'
96'
34-1/16
93-5/8
ADA
80.0 80.0
43-5/5'
82"
40-1/16'
79-e/18"
STD.
50.0 80.0
43-5/e"
62"
40-1/1fi'
79-5/5'
ADA
80.0 80.0
D.L.C. HEIGHT (SiOELTTE) = FRAME HEIGHT - 11.438' (STD. BOT. RAIL)
= FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL)
D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563"
• •
t�
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u W '
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d
o
IT
If
\ If
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L
lV 1
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7 5/8" MAX. 12" �HEAO/SILL ANCHORS
CORNER N 3'• 6" 3" (4) AT MUWON ENDS
SIDELRE WDTH SILL
SEE CHART SHEET 4
TYPICAL ELEVATION
( O—XX—O )
NOTE
THE FRAME AREA OF ALTERNATE SIZE MUST NOT
EXCEED TESTED FRAME ARIA a 98.7 SO. FT.
• • • • • • • • fR DGCT.MVISED
• • • • • f m with the Florida
• • • o Ao� -1 -0617.03
• • • • • • • • F.ap?'tiga dh& 1/04/2023
By
Miami -Ca Prod..t antra
•• ••• • ••• • •
. • • • • . . . . •
. • .• . •. . . . • rr )
.•• . . • . ..• • •
• • . • . • • • • .
. •. •• • . • .• ..
..• . . • .•• . .
�. •VCIE F•'•. i o
It
OF #Iuz drowing ` no.
11
DESIGN LOAD CAPACITY - PSF
DOOR TO SIDEUTE OR 003R TO DOOR MUItfON
SIDELITE WIDTH
INCHES
FRAME HEIGHT
INCHES
UNRETNFORCED
EXT.(+)/INT.(-)
REINFORCED
EXT.(+)/INT.(-)
18
24
30
36
42
82
75.7
solo
68.4
80.0
62.4
80.0
57.3
80.0
53.0
74.5
18
24
30
3B
71.4
80.0
64.4
80.0
59.8
80.0
54.0
75.9
18
24
30
36
90
59.0
80.0
52.4
73.7
47-B
67.2
43.9
61.7
16
24
30
38
96
47.8
67.2
43.2
60.7
._ -
39.4
_ _55.3
50.9
36.2
L
H
J
/ L
�C
H
\
\
G
o
11 B \
' SIDOJTE
SIDELITE
RAKE
SIDELITE
I WIDTH
WIDTH
WIDTH
WIDTH
(( XO))
(OXO )
(OX)
M8 H J / E/ \\\
jy y
UNREWFORCED REINFORCED
DOOR TO ciDE1 IT M 1ION
DOOR TO DOOR MULLION
SIDELffE DOOR FRAME
WIDTH (( WIDTH
NOTE: (XXO )
FOR DOORS CAPACITY SEE SHEET 2
FOR SIDELITE CAPACITIES SEE SHEET 3.
FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE
LOWER VALUES FROM DOORS. SIDELITE, DOOR/SIDELITE
OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM.
M -
I _
SIDELITE WIDTH SINGLE (X) DOOR WIDTH
DOUBLE (XX) DOOR WIDTH
OVERALL FRAME WIDTH
A F
\\
L
DOOR
DOOR
FRAME SIDELRE
FRAME
WIDTH WIDTH
YRDTH
SIDELITE DOOR FRAME SIDELITE
WIDTH _ WIDTH WIDTH
( OXXo )
APPROVED CONFIGURATIONS
OVERALL FRAME WIDTH
J /E
DOOR
SIDELITE DOOR FRAME
I FRAHE
WIDTH WIDTH
j WIDTH
xxxo
( XX1CX )
• • • . • :
• •
:
• •
• • • PlodurAlEVISED
• • ��o�pl B wHh the Florida
• •
e�•16-0617.03
• •
• •
• NY •
• • • •
. •
• E&ra4ioni13t• 01/04/2023
BY '
Miam-0a ro uct ontrol
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TE OF drawing , no.
..T? �(.�- W17-59
3/
TYPICAL ANCHORS
FOR SPA„^ NG
• • • • PRODUST REVISED
• • • • • a/co/�A77��nngg w•M tM FloAda
• 000
• • B•TldYiy Oede •
• . • • • -0617.03
Exphatlon Date 01/04/2023
By-
. • • • B'1► rD ro uel�oe'_ for
••• • • • • ••• • •
• • • . • • • •
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DOOR DETAILS
UCEN E'• � � � A � o
7& OF F rowing 9 no.
. 10*... �`''; I W17-59
.. 1BY EDGE WSi. OR WOOD SUCK - ___ =
Ill WOOD BUCK
SEE Sii SHEET
E _
SEE NOTE SHEET 1 METAL j•- 1
EDCE STRUCTURE 11 CUPPED
LION APPROVED
EDGE DISF. I� CUPPED MULLION
• 1 I SEE SEPARATE NOA i t ° q
•:----------------;�
° g L
�a m�
TYPICAL ANCHORS yyQp
TYPICAL ANCHORS TYPICAI. ANCHORS TYPICAL ANCHORS ° D C
SEE ELACI SEE t1EV5. SEE ELEvs• SEE ELEVS, O
FOR SPACING FOR SPACE FOR SPACING FOR SPACING aG ¢
LL
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL, ANCHORS: SEE ELEV. FOR SPACING
1 /4" DIM. ULTRACON BY 'ELCO' (Fu-177 KSI. F)-155 KSI)
INTO 2BY WOOD BUCKS CR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
1HRU 1BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
CIRECTLY INTO CONCRETE OR GROUT MLLED BLOCKS
1-3/4" MIN. FMBED,INTO CONCRETE (HFAD/SlLL/JAMBS)
1-3/4" MIN. EMBED INTO GROU; FILLED BLOCKS (JAMBS)
1/4" DIA. TEXS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DARE COUNTY APPROVED MULJONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN, PENETRATION BEYOND SUBSTRATE
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)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Fe - 3000 PSI MIN.
0-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
•• •••
• •
• •
• ••
• •
• •
• • •
•P90DUCT REVISED
• •
• edlnplylnp M.. the 111d.
• •
• •
• • •
••/
Bk* Cede
• • • • •
• •
• •
•NdINNo. 16-0617.03
Explr.thm Date 01 /04/2023
• •
• •
•
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.
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DOOR DETAILS
Of drawing e
•... emu``.`` W17-59
TYPICAL AN
SEE
FOR SI
STRUT
TYPICAL
FOI
3UCK
ICAL ANCHORS
ELEV.
SPACING
•• ••• •• • • • ••
PRODUCT REVISED
•s com9 Oplyin with the Florl•a
• • • • • • 9NY�^o� i 0Q19n3
• • • • N�1-No. 1i 1 Y
• • • • ntlo D&,(&CIL223
0
•0 �• i•• BY: • • ^�' 27 !'%
htiam roduct Contra
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1
FOR SPACING
DOOR DETAILS o o s
�'•' • cen b � I a
OF - / drcwing no.
W 17 59
3/
FOR SPACING
• • • • • •
• • • • 001)UCT REVISED
• • • cc In with the Florida
• • • • riding
^-stir a 16-0617.03
• • • •
Expiration oat- 01104/2023
sy
. ... Mia�n a uct a�k'o
• • • • • •
• • 0 . • •
as
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
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J
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O
O
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= 3
c ni
M
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W N C>
a
wmm
SIDELITF DFTAT S
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sirs
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OF ' •�' drowing no.
��: •o iw;. W17-59
,
FO'
�l /l0_ ! oa rats n
�o�.u., e<iucnnniur n
�� �.... ....... _._
.•
•••'
-., ---
• •
• • • • • • • PRODUCT REVISED
• • • • • • • as cdlnplytng with the Florida
• .
...
.. e • • Mudding Code
NOA-No. 16-0617.03
Fxpiration Date 01/04/2023
•• •.•
• ... .sy
•
•
• • • • iNa�i-0 roduct ontrol
.•
•
• • • • •
• •
•
• • • • • • •
. .
..
. .. . . • .
SIDELITE DETAILS
•
•
• • • • • • • •
•
.•
.. • • • •• ••
•• •
•
• • ••• • •
J
AtEo)
o P q
�`` drawi�5 no.
i W17-59
ITEM f
PART f
REQD.
DESCRIPTION
MATERIAL
MMF./SUPP].IER/REMAltX S
El
ES-E1.300-001
3
FRAME HEM/JAMB
6063-T6
-
E2
ES-EL300-002
1
FRAME SILL (SD.)
8053-TB
-
E3
ES-EL300-003
1
FRAME SILL (ADA)
8063-T6
-
E4
ES-EL300-004
2/ LEAF
TOP AND BOTTOM RAIL
6083-TB
-
E5
ES-EL300-005
l/ LEAF
HI -RISE BOTTOM RAIL
6063-176
-
EB
F.S-EL300-006
1/ LEAF
JAMB STILE
6063-1`6
-
E9
ES-EL300-009
1
ASIRACAL STILE (ACTIVE)
6063-T6
-
E10
ES-EL300-010
1
-. _
ASTRAGAL. STILE (INACTIVE)
6063-T6
Ell
ES-EL300-011
1
ADA SILL WSTRIP ADAPTER
6063-T6
- —
E12
ES-EL300-0.2
1
FRAME COVER
6063-T5
-
C13
ES-EL300-013
4/ LEAF
GLASS STOP (LAM. GLASS)
6083-T5
-
E14
ES-EL300-014
4/ LEAF
CLASS STOP (WA. CLASS)
6063-TS
-
E15
ES-EL300-015
4/ LEAF
CLASS STOP (INSUL. LA&C CLASS)
6063-T5
-
E16
ES-EL300-01a
AS READ.
SNAP IN FILLER
6063-T6
-
E17
ES-EL300-017
AS READ.
EXTERIOR TRIM
8063-T6
-
E18
ES-EL300-018
AS REOD.
FRAME COVER
6063-T5
-
E19
ES-EL30D-019
1
COVER STD. SILL
6083-TS
-
E20 -_
ES-6011
-ACC-PL-020
1
COVER ADA SILL
6063-T6
-
E21
1
BACK UP PLATE
6063-T6
-
M1
ES-5005A
AS READ.
GLAZING GASKET
SILICONE
OUROMETER 65*5 SHORE A
112
ES-P251-1-05A
AS READ.
EXTERIOR LEAF GASKET
SILICONE
DUROMETER 70f5 SHORE A
M3
ES-45T-G09
AS REQD.
ADA SILL GASKET
EPOM
9LROMETER 70f5 SHORE A
M4
ES-21-OAA
2/ LITE
SETTING BLOCKS AT 1/4 POINTS
SILICONE
OUROMETER 8035 SHORE A
M5
W23221 NG
AS REOD.
PILE WSTRIPPING —_
POLYPROPYLENE-
--_
MB
WZ3221NK
AS REQD.
PILE W'STRIPPING
POLYPROPYLENE
-
M7
WMP.l NK
AS REOD.
PILE W'STRIPPNC
POLYPROPYLENE
-
M8
-
AS REQD.
MULLION REINF. CHANNEL (LENGTH a MULL HT. - 10')
A36 STEEL
-
M12
-
4/ LEAF
-
HINGE ASSEMBLY
-
HAGER
M22
J12-24 X 1/2'
HINGE FASTENERS
ST/ST
FH SMS
M23
(8 X 1/2"
-
W'STRIP ADAPTER FASTENERS
ST/ST
PH SMS
M24
110 X 3/4'
-
FIX. PANEL FASTENERS, AT 6' FROM EMS R 12' O.C.
ST/ST
FH SMS
W25
112 X 1-3/4"
-
fRA1dE ASSEMBLY FASTENERS
ST/ST
PH SMS
M26
3/8-16 X 2'
-
LEAF/PANEL ASSEMBLY FASTENERS
ST/ST
HEX CAP FULL "HREAD 18-8
M27
-
-
3/8" WASHER
ST/ST
HEX CM FULL i11READ 18-8
M29
#10 X 1-3/4"
AS REDO. HEM ASSEMBLY FASTENERS
ST/ST
PH SMS
z �m
0 q
SURFACE
MOUNT 3 POINT MORTISE LOCK SYSTEM
'INTERLOCK
13Y USA'
KEY
OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR
Q; O C
O N m
HANDLER TYPE F ROM B
OAT
O
ACTIVATESBOLTS ENGA6 NG3/4" MIN. HEM AND SILL
FASTENED
g"4
e
WITH
IL � � W
(2) 110 X 3/4' FH SMS
c
0
INACTIVE LEAF:
yy
SURFACE MOUNT 2 POINT LOCK SYSTEM
a j Fri
BY 'INTERLOCK USA'
IL
LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM
ACTIVATES SHOOT BOLTS ENGAGING 3/4'
z
MIN. AT HEAD AND SILL
FASTENED WITH
n�—
(2) #10 X 3/4' FH SMS
HINGES:
J
m
n
I
4-1/2' LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER'
...
:1
FASTENED WITH 12-24 X 1/2' FH MACHINE SCREWS
o
1O
FOUR PER HASP(LEAF),
o
TOP AND BOTTOM HINGES AT 7-7/8' FROM EACH END
v
(1) HINGE READ. AT MIDSPAN FOR 82' HIGH DOORS W;7H
Z
STANDARD THRESHOLD ONLY.
9
V 8,
ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/6" O.C. MAX.
So
J w
z
SEALANTS AL
ALL FRAME AND LEAF JOINTS AND SEAMS SEALED
p n
WITH DOW CORNING 791 SILICONE.
Z 3 m
3z'�a
I
- n
Lj to
w
4
•• •••
• •
•
• •
••
• • •
• •
• •
• • •
PRODUCT REVISED
• • • • •
• •
• •
• •
• •
f
• •
ga mplyIng with the Florida
• •
n�iding Code
NOA-No. 16-0617.03
Expiration Dab 9,11041 023
•• •••
•
•••
By •
• •
• •
f
•
Ella uc ontrol
•• •
•
•
•
• •
• • • •
•
•
•
• . •
�a2 7 c:.1
.... ....... .
. . . . . . . . . .
. .. .. . . . .. ..
B '•.' drawing no.
....... P;:ad`� W 17— 59
771—�--4.000------
1.600 1.400
_ 2416
V•�2.098--I
E1 FRAME HEAD/JAMB
1.827 --yl
120
p
1.500
456
1
E2 FRAME SILL (STD.)
.080 1.173
IYP.
500
.250
3.979
f3 FRAME S61 (ADA)
324
E+IpI�
-�i 1.314 I�
E11 ADA W'STRIP ADAPTER
045 T
TYP. I 1.066
F+-1.696�1
Ei2 FRAME COVER
3.62s —
080� .793 .793j�-
Tt'P
O 1.4� L q5 .873 .T0,6�2 1.222 062 1.222
TYP.
5.296
E13 E14
E9 ASTRAGAL STILE (ACTIVE) GLASS STOP (LAM. GLASS)
TOP AND BOTTOM RAIL
E5) HI -RISE BOTTOM RAIL
4.500.080
�{
Tfp.
I TYP
.7L : 0
I-3.625
.045 1.118
�'
h 1.706
FRAME COVER I (E19) COVER STD. SILL
JAMB STILE
lit
r 287
1
.040
COVER ADA SILL
5.296
080
TYP.
2.065
1.490
Imo— 3.625
ASTRAGAL STILE (INACTIVE)
MULLION REINF. CHANNEL
I{f 1.319
_ A70
3.L1.l--
740
�I L.303
SNAP IN FILLER,
• • .. •
• .
• • • WMDUCT REVISED
• •
• • •
• •
• •
• • • • Co-P n with the Fl.Ads
• • s • •1�!^0 • 16-0617.03
3.182 ---.J1
• •
• • • EUMMan oat. 1/04/2023
BY__
MI•m a • .el.oMroll-
1 • •3�4•
• • • •
EXTERIOR TRIM
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
l�
.231
.873 062
T1P 1.�2 P
1 9 6 l
o µ1 ,
E76 Q = u
GLASS STOP (INSUL LAM. GLASS) O a
0gZo�
QJJ�
W 5
LL zur_
i
OF "•}N drawing9 no.
�s::: °• °"Awe W17-59
TOP CORNER
LM
DOOR LEAF CORNER
• • •: : : • • • SIDUTTE PANEL CORNER
••• •• • • • ••
PRODUCT REVISED
as comP,& with the Florida
Buikling de
• • • • • • • • N�I� Na. •16 0667.03
BOTTOM CORNE
D00 �IDELRE FRAME • •• • • E�IPIrsBon 4te�1/04/]f 3
R • • • • • . • •
• • • • • hl� a uet ntro ���+ � -7 ��• •/ '�
.... ....•.. •
• •• •• • • • •• ••
rdrowing o no.
W17-59