WS-17-17691
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Permit'' NO. WS-7-17-1769
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
■ Permit Type: Windows/Shutters
r111 1 ork Classification: Window/Door Replacem
Permit Status: APPROVED
Issue Date 7/27/2017
Expiration: 01/23/2018
Parcel Number
Applicant
29 NW 99 Street
Miami Shores, FL 33150-
1131010180520
Block: Lot:
QUICK EQUITY BUILDER INC
Owner Information
QUICK EQUITY BUILDER INC
Address
29 NW 99 Street
MIAMI SHORES FL 33138-
29 NW 99 Street
MIAMI SHORES FL 33138-
Contractor(s)
LONGA CONSTRUCTION INC
Phone
(954)254-0491
CeII Phone
Phone
(954)605-7880
Cell
Valuation:
Total Sq Feet:
$ 16,812.46
0
Type of Work: 7 WINDOWS AND 4 DOOR REPLACEMENT IM
No of Openings: 11
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Tec. . ee
otal:
Amount
$10.20
$3.15
$3.15
$3.40
$5.00
$210.00
$9.00
$257.50
Pay Date Pay Type • Amt Paid Amt Due
Invoice # WS-7-17-64542
07/11/2017 Cash $ 50.00 $ 207.50
07/27/2017 Check #: 1610 $ 207.50 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
Review Building
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 AFFIDAVI
constructs n and zonin
Auth
at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
ore, I authorize the above -named contractor to do the work stated.
July 27, 2017
ature: Ow / Applicant / Contractor / Agent Date
Building Department Copy
July 27, 2017
1
BUILDING
PERMIT APPLICATION
UILDING ELECTRIC
El PLUMBING ❑ MECHANICAL
JOB ADDRESS: Zq Il)W
914
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
❑ ROOFING
L 1 1 17
BY.
.
FBC 20 (`4
Master Permit No. V)ST)-- f l Gel
Sub Permit No.
❑ REVISION EXTENSION
RENEWAL
PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
�J- iote61 FL 33150
City: Miami Shores
Folio/Parcel#: J I' .310t —018 -052c
County:
Miami Dade Zip:
Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood/ - Zone:
/fg OWNER: Name (Fee Simple Titleholder): (AA c/C .'ti/i/ A/46fa'rc i{_
Address: 3'd53 pi'lt. Ltt(c_ 0 e
City: &k S' ''r-- State: Pc_
BFE:
DRAWINGS
33150
)C1
Phone#:�%T1?
NO
FFE:
6- `icr6(
49 s 7W1.‘)
Zip: J7lZ
Tenant/Lessee Name: Phone#:
Email: pr t pt/p.t't'M,,_ 9LbA,-, (.-,
2 e›Af41 Z,44_ yhc,c i -* -
Address: / ? Ke i? i SO4.-
/J��
City:_State: 77.
Qualifier Name: (/S"
c1q�C / --L A
CONTRACTOR: Company Name:
State Certification or Registration #: G 6c OV 7 zs.i
DESIGNER: Architect/Engineer: AL
GtloCX�
Address: 9�%D Son ,il ' *zoo
Value of Work for this Permit: $ 1�0, g1Z .
Type of Work: ❑ Addition Alteration
Description of Work: Wlvlvow Qn0
Phone#:
Zip: 33
Phone#: 95-e -Z S j 1
Certificate of Competency #:
Phone#: Sc>52 $100
City: 1-412Mt State: a Zip: 33133
Square/Linear Footage of Work:
❑ New
ce9 4ces rir
❑ Repair/Replace I I Demolition
per.T" 1nli"tcacws
Specify color of color thru tile:
Submittal Fee $ SO ' Permit Fee $ a ( d CCF $ CO/CC $ !!��
Scanning Fee $ Radon Fee $ DBPR $ Notary $ • "l_)
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE$
Page 1 of 1
Property Search Application - Miami -Dade County
4a4
Summary Report
Property Information
Folio:
11-3101-018-0520
Property Address:
29NW99ST
Miami Shores, FL 33150-1740
Owner
QUICK EQUITY BUILDER INC
Mailing Address
3853 PINE LAKE DR
WESTON, FL 33332 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3 / 2 / 0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
1,770 Sq.Ft
Lot Size
8,100 Sq.Ft
Year Built
1956
Assessment Information
Year
2017
2016
2015
Land Value
$178,398
$178,398
$131,771
Building Value
$104,713
$104,713
$104,713
XF Value
$0
$0
$0
Market Value
$283,111
$283,111
$236,484
Assessed Value
$184,068
$180,283
$179,030
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$99,043
$102,828
$57,454
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).
Short Legal Description
NAVARRO SUB PB 12-59
E25FT OF LOT 22 & ALL LOT 23
BLK 5
LOT SIZE 75.000 X 108
OR 17355-2102 0996 1
Generated On : 7/11/2017
Taxable Value Information
2017
2016 2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$134,068
$130,283
$129,030
School Board
TT
Exemption Value i $25,000
$25,000
$25,000
Taxable Value I $159,068
$155,283
$154,030
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$134,068
$130,283
$129,030
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$134,068
$130,283
$129,030
Sales Information
Previous
Sale
Price
OR Book -
Pa9a
Qualification Description
01/27/2017
$300,000
30437-2212
Qual by exam of deed
01/24/2017
$0
30437-2209
Corrective, tax or QCD; min
consideration
04/03/2009
$100
27364-4008
Corrective, tax or QCD; min
consideration
09/01/1996
$112,000
17355-2102
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/
7/11/2017
Detail by Entity Name Page 1 of 2
Florida Department of State
Department of State / Division of Corporations / Search Records / Detail By Document Number /
DIVISION OF CORPORAT of
Detail by Entity Name
FloridariProfit Corporation
f G2UIGK EQUITY BUILDER INC
Filing Information
Document Number P10000066580
FEI/EIN Number 27-3215950
Date Filed 08/11/2010
Effective Date 08/11/2010
State FL
Status ACTIVE
Principal Address
3853 PINE LAKE DR
WESTON, FL 33332
Mailing Address
3853 PINE LAKE DR
WESTON, FL 33332
Registered Agent Name & Address
TABIB'PAYMAN
3853-PINE LAKE DR
WESTON, FL 33332
Address Changed: 04/11/2013
Officer/Director Detail
Name & Address
Title P
TABIB, PAYMAN
3853 PINE LAKE DR
WESTON, FL 33332
Annual Reports
Report Year Filed Date
2015 04/22/2015
2016 03/03/2016
2017 05/01/2017
Document Images
http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/1 1 /2017
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a re '• •ction fee will be charged.
Signature
The foregoing instrum
/y day of
Signature
OWNER or AGENT CONTRACTOR
t was acknowledged before me this The foregoing instrument was acknowledged before me this
20 / 1' , by day
rr of j1(4 , 20 C)- , by
Qy i ' who is personally known to (750 A2 L O N Gn 1- rho is personally known to
me . r who has produced )riX hC se__ as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
IV*. JILLIAN A TAIPALE
•': MY COMMISSION 0 FF987003
(407)Ac103 FbrideMoterySwb.cam
APPROVED BY
Sign:
Print:
Seal:
***********************
7/22/'2
Plans Examiner Zoning
3$ %4, Notary Public State of Florida
Sindia Alvarez
My Commission FF 156'
Nes'
(Revised02/24/2014)
Structural Review
Clerk
f.
•
Miami Shores \/illage
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).
cknowle• em
ualifier/Owner Signature
(``0.5 c--.4'0 iv 6vi
Date Print Name
LONGA CONSTRUCTION
Date: ---At \ I2 0 (-4
State of 1--U1-1.1 pQ
County of ll%tLAt'4 (— bt t
Before me this day personally appeared ry\(Z ,. J who, being duly sworn, deposes and
says:
That he or she will be the only person working on the project located at: 2.9 N W
Contractor's Signature
Sworn to (or affirmed) and subscribed before me this I 1 day of 3 U �- u . 20 n- , by
Notary D'.tbtir tate )f='Orida
Sindt"r ahrar?;
My'%ommission 56750
Expires J9/03/201 F
Personally know
OR Produced Identification
Type of Identification ProducedFL -(
L ( s
Print, Type or Stamp Name of Notary
hores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
autaw-ta _ = . s:
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to: work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWL :. E THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
ner
State of Florid
County of Miami -Dade
The foregoing was acknowledge before me this 1 day of
By ?Q yvta. V \ 1 o 3L
AO( Lac 1Sf'
Notary: 0) •
SEAL:
, 20 i '`.
who is personally known to me or has produced
as identification.
`'�v, : JILLIAN A TAIPALE
•'c MY COMMISSION • FF987003
• t,. EXPIRES April 27, 2020
(407j3984153 fbrioNomryservira.mm
M IAM I•DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOr
BOARD AND CODE ADMLNISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ES Windows, LLC
10653 N.E. Quaybridge Ct.
Miami, FL 33138
SCOPE:
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.aov/economy
This NOA is being issued under the applicable rules and regulations governing the use of constniction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami --Dade County) and/ or the AHJ (in areas other than Miami --Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the Use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
-DESCRIPTION:-Series "1500" Ahiminum Fixed .Window -
APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window
(L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami --Dade
County Product Control Section.
MISSILE-IMPACTRATING: I;arge and Small -Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla,
Colombia, America Latina, series, and following statement: "Miami -Dade County Prodlrpt•Control
Approved", unless otherwise noted herein. ••.•.. •
RENEWAL of this NOA shall be considered after a renewal application has been�led•and tilet%1$s been
no change in the applicable building code negatively affecting the performance of this• lifcrduct.
TERMINATION of this NOA will occur after the expiration date or if there has bgEg.a revision o; ▪ chang4 .
in the materials, use, and/ or manufacture of the product or process.. Misuse of this NGA'as an:encfersement • • • • •
of any product, for sales, advertising or any other purposes shall automatically tern+irttq this 1;1t t? Failure • •• • •
to comply with any section of this NOA shall be cause for termination and removal•Af NOA. • • • •
•
•
•
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade equity, ylor▪ illa, and
followed by the expiration date may be displayed in advertising literature. If arty portion oC ilie 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. 13-0617.26 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 Jaime D. Gascon, P. E.
MIAMIDADE COUNTY
APPROVED
• BOA No. 140923:08
LExpirntidi Date: November 06, 2018 r
Approval Dntc: February 12; 2015
Page 1
•
•
.
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-0910.01)
2. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.L)",
sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E.
(Submitted currier NOA No. 08-0417.06)
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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0308.05) • • • •
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . •....•
2) Uniform Static Air Pressure Test, Loading pee F1.1C 'fAS•201-94
3) Water Resistance Test, per FBC, TAS 202.94: • • • •
4) Large Missile Impact Test per FBC, TAS 2tx-N4 . •.
5) Cyclic Wind Pressure Loading per FBC, TAS 2DS-94 .
along with marked -up drawings and installation diagram • of •aft alurripemm fixed•: • • •
window, prepared by Fenestration Testing Laboratory, Inc., Test Rtrports NV.' • .
FTL--3810, FTL-3819 and FTL-3808, dated 05/16/03, 16/atiO3 apd •Q5/14/043 • •
respectively, all signed and sealed by Joseph C. Chan, P.E. . .
•
.•
(Submitted under NOA No. 03-0910.01)
E-1
... .
. .
Jaime 1). Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-0923.08
Expiration Date: November 06, 2018
Approval Date: February 12, 2015
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, conformance to and
complying with FBC-2010, and with FBC 5th Edition (2014), prepared by Ai-Farooq
Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Alunad,
P. E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17.
2. 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.
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of
no financial interest, dated 08/14/14, signed and sealed by Javad Alunad, P. E.
2. Statement letter of conformance to, complying with FBC-2010, and of no financial
interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E.
(Submitted partially under previous NOA No. 12-0223.41)
3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by
Andres Chamorro.
(Submitted partially under previous NOA No. 12-0223.41)
4. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration
Testing Laboratory, Inc., dated 06/15/10, signed and sealed byJor a A. Catoo,•>S.E.
•
(Submitted under previous NOA No.12-0223.41) • • • • • • • •
5. Proposal No. 09-1583 issued by Product Control, dated 11/23M;:gned by Jaime D •
Gascon, P. E. ••• •
(Submitted under previous NOA No. 08-0417.06) • •
6. Laboratory compliance letter for Test Report No. FTL-5339; irattl by f ej> ratiotr • • •
Testing Laboratory, Inc., dated 02/11/08, signed and sealed tlf Michael R"Wenzel •
P. E.
(Submitted render previous NOA No.08-0417.06) .
7. Laboratory compliance letter for Test Report No. FTL-5054, suEt1 by siratioti
Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No.06-0308.05)
Jaime D. Gascon, P.F.
Product Control Section Supervisor
NOA No. 14-0923.08
Expiration Date: November 06, 2018
Approval Date: February 12, 2015
. .
E-2
.
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE STIBMITTED
F. STATEMENTS (CONTINUED)
8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and
FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03
and 05/14/03, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under previous NOA No. 03-0910.01)
G. OTHERS
1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series
"1500;' Aluminum Fixed Window — L.M.I., approved on 09/19/13 and expiring on
11/06/18.
... •
. .
. .•
....
. .. .
.. . ... . .
•
..
.... • . • •
• .
.... .
• .
• ..
. .. .
.
.... ....
• . .
• . .
•
•
•
. • •
• • .▪ .
.. . ... • • .
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-0923.08
Expiration Date: November 06, 2018
Approval Date: February 12, 2015
E-3
WINDOW w101H
[ I
WIR00W MIOTH 1
TSi!
ALLOWABLE LOADS FOR ALTERNATE SHAPES A5 SHOWN ABOVE DR 51MILAR GAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS1
SIIOWN IN DOTTED LINES AN0 OBTNNING ALLOWABLE LOADS FROM THOSE SHAPES.
r§ERIE3-1500 ALUMINUM FIXI;D'WINDOW
APPROVAL APPLIES TO SINGLE UNRS OR SIDE BY SIDE
COMBINATIONS OF FIXED/FIXED OR FIXED VAIN OTHER
MIAMI-DADE COUNTY APPR0 WINDOWS USING MIAMI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS DR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR TIIESE WINDOWS TO 8E AS PER CHARTS
SHOWN ON SHEET 3.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIT THE
REDUWEMENIS OF THE FLORIDA MURK COO( INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
w000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MA1ERUl SHALL BE BEYOND WALL DRE551NG 0R STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETNES ARE
N0T PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO w000 ONLY.
MATERIALS INCLUDING BVT N0T UMI1E0 70 STEEL/METAL SCREWS, THAT
COME W70 CONTACT WITH OTHER D1551MIIAR MATERIALS SHALL MEET THE
REDUNIEMENTS OF ME FLORIDA BLDG. CODE.
TYPICA;ELFVATtN
• • •
•• •
•
• • • •
• •
1`RO a YI{•
1Md,c Moe a
De110171
Awomm401414
Mal5g111.1411
THESE WINDOWS ARE. ,�•p',,�
SHUTTERS ARE NOT RED11
• • ••
• •
• • • •
• • • •
• •
••
•
• •
•
tt3.OB • • •
• • • • •
D DFOR 4E & SMAIL•MISSR.E IMPNCT,
RF. •
L
NOM
4 20i4
•
•
• • • • •
• •
••
0
Is_ 4JO
` drawing no.
W03-57
(sheet 1 of 7
G
5
- -1/8' ANN. GLASS
.090- INIERLAYER
RUTACITE PV9 BY 'DUPONT'
1/8' ANN. GLASS
SILICONE
00W CORNING 795
ADHESIVE
FOAM TAPE
GLASS TYPE 'A'
• --3/t6' ANN. GLASS
.090' INTERIATER
SENTRTGLAS 8Y 'DUPONT'
—3/16' ANN. GLASS
SILICONE
00W CORNING 795
ADHESIVE
FOAM TAPE
GLASS TYPE 'R.
--3/18' HEAT STREN'D. CA ASS
.090- INTIMATER
SENTR0GLAS BY 'DUPONT.
1 1— 3/16" HEAT STREW°. GLASS
SILICONE
DOW CORNING 795
ADHESIVE I
FOAM TAPE
GLASS TYPE 'C'
8
---3/16' ANN. GLASS
.090' INTERLAYER
BUTACITE PV8 BY 'DUPONT'
--3/16' ANN. MASS
SILICONE
DOW CORNING 795
ADHESIVE
FOAM TAPE
GLASS TYPE 'BC
—•3/16- HEAT STREN'D. GLASS
__ .090" INTER ATER
8UTACRE PV8 BY 'DUPONT'
3/16" HEM SEREN'0. G1A55
SILICONE
00W CORNING 795
ADHESIVE
\,/ FOAM TAPE
GLASS TYPE 'CI'
SILICONE SILICONE
DOW CORNING 795/983 r 00W CORNING 795/983
5/18" LAN. CLASS
5/32' HEAI S1REN10. GLASS
.090- INIERLATER
OUTACRE NET BY 'DUPONT.
1/4' NEAT STREN'0. GLASS
SILICONE
DOW CORNING 795
1AASS TYPE 'C2'
ADHESIVE
FOAM TAPE
A42._QL ZfNG...QP.TIQNS
SQUARE GLAZING STOP CAN BE USED WITH ALL
CLASS TYPES SHOWN ON THIS SHEET.
7/16 LAN. GLASS
• •
• • •
• • •
•
•
•• • •
• • • •
• • •
• •
••
• • • • • •
• •
• • • • •
:1:0D 0REVISI PI.*: • • • • •
TPINIn9Gbda a r Q•� a . OS. • . • • •
AFa ptenep No 7
' ..g Deb t!/r- ZG iS
By....j1. 4.i) •• •• •
fiaml Della M odU'C- 1
• •
En,: .Nv •
ElA PE
7• CAN. 3536
2014
•
•
•
••. •
.•
•
••
•
•
••
•
••
a •
r drawing no.
W03-57
SPl l Zol 7
DESIGN LOAD CAPACITY - PM
-
DESIGN LOAD CAPACITY - PSE
WINDOW DIMS.
91041
16'
24'
30"
36'
42'
48'
54'
60'
16"
24'
36'
42'
48'
54'
60'
HEIGHT
36"
48'
AN NOR TYPE.T 'A' t
47ANCHOR MBE, B' t
GIASS TYPE
DR.(*)
704
INT.(-)
70.0
GLASS TYPES
ER1.(4)
700
1974-)
90.0
MASS MSS
r,'n a'n•
m4.)
70.0
1NT.(-)
70.0
70.0
70.0
770
70.0
110.0
72.0
GUNS TYPE
ER1.(4)
57.6
46.0
48.0
46.0
♦5.0
425.0
70.0
70.0
57.6
45.0
417
57.6
48.0
45.0
48.0
48.0
48.0
70.0
70.0
57.5
48.0
41.1
57.6
46.0
48.0
480
48_0
48.0
70.0
70.0
57.6
48.o
41.1
36.0
36.0
36.0
57.6
48.0
48.0
48.0
46.0
46.0
90.0
720
57.6
48.0
41.1
36.0
36.0
36.0
57.6
48.0
46.0
46.0
45.0
48.0
70.0
70.0
57.6
46.0
41.1
36.0
36.0
36.0
57.6
48.0
48.0
48.0
48.0
48.0
60.0
72.0
57.6
46.0
41.1
36.0
36.0
70.0
70.0
70.0
70.0
70.0
70.0
IN7.(-)
70.0
700
70.0
704
70.0
70.0
GUST TYPES
E10.(4)
70,0
70.0
67.3
70.0
70.0
70.0
70.0
60.0
67.3
70.0
10.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
INT.(-)
90.0
90.0
90.0
90.0
90.0
90.0
90.0
900
90.0
I GLASS TYPES
'C'. 'CI 8 'CY'
EET.(4)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
197.(-)
80.0
80.0
60.0
60.0
60.0
80.0
50.0
60.0
70.0
700
70.0
60.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
70.0
70.0
70.0
70.0
70.0
_70.0
70.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
16'
24'
30'
36'
n"
46'
54'
6o-
�6Y,
70.0
70.0
57.6
48.0
700
70.0
57.6
46.0
70.0
700
57.6
460
41.1
36.0
90.0 70.0 80.0
72.0 70.0 720
57.6 57.6 57.6
48.0 48.0 48.0
41.1 41.1 41.1
36.0 360 36.0
- 32.0 32.0
70.0
70.0
70.0
87.3
704
/0.0
70.0
67.3
70.0
70.0
70.0
70.0
70.0
90.0
90.0
900
90.0
90.0
26.8
208
700
70.0
700
70.0
`70.0
70.0
62.2
56.0
60.0
80.0
800
80.0
80.0
71.,
640
18•
24'
30'
36'
42'
54'
so"
72'
70.0
70.0
57_8
70.0
70.0
57_6
70.0
70.0
57.6
48.0
90.0
72.0
57.6
48.0
70.0
70.0
57.6
46.0
41.1
36.0
32.0
26.8
80.0
72.0
57.6
4e.0
41.1
36.0
32.0
26.E
70.0
70.0
64.2
70.0
70.0
64.2
70.0
700
70.0
70.0
900
90.0
90.0
90.0
70.0
70.0
70.0
70.0 80.0
.
70.0 80.0
70.0 80.0
62.2 71.1
S!0 640
80.0
B00
80.0
I6'
24"
J0'
36'
42'
48'
64'
70.0
70.0
70.0
70.0
70.0
70.0
57.6
90.0
72.0
57.6
70.0
70.0
57.6
48.0
800
72.0
57.E
46 0
70.0 70.0
70.0 70.0
70.0
70.0
70 0
♦,.1
41.1
36.0
36.0
90.0
90.0
90.0
70.0
70.0
70.0
70.0
70.0
70.0
800
80.0
800
80.0
60.0
80.0
t6'
24'
36'
42'
48'
90'
704
70.0
70.0
70.0
70.0
90.0
70.0
80.0
70.0
70.0
70.0
90.0
70.0
57.E
72.0
57.6
70.0
57_6
46.0
41.1
36.0
720
57.6
46.0
41.1
36.0
70.0
70.0
70.0
90.0
70.0
700
70.0
90A
70.0
70.0
70.0
80.0
60.0
80.0
80.0
80.0
70.0
80.0
18"
24'
30'
36'
42'
96'
70.0
70.0
70.0
70.0
90.0
72.0
57.6
57.6
70.0
70.0
57.8
48.0
41.1
80.0
72.0
57.E
46.0
427
70.0
70.0
70.0
70.0
70.0
90.0
90.0
90.0
70.0
70.0
70_0
70.0
70.0
80.0
804
80.0
600
50.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM F:1300-09 (3 SEC. GUSTS).
WINDOW DIMS.
W10TN
16'
x4'
30'
38'
HE1GH1
108'
ANCHOR TYPES 'A' t 'C'
ANCHOR TIER 'R' t •C'
04.60E 107E
EM.(4)
70.0
off .(-)
70.0
Guns TYPES
P' t,81•
EET.(4)
70.0
70.0
1NT.(-)
90.0
72.0
CUSS TYPES
t0.(4)
70.0
70.0
INT.(-)
57.6
48.0
80.0
72.0
57.6
48.0
GLASS TYPE
E10.(4)
70.0
INT.(-)
70.0
GLASS TEES
B' t 'DI'
ER1.(4)
70.0
70.0
1NT.(-)
90.0
90.0
GLASS TYPES
'0'. 'CI A 'C2'
ERT.(4)
70.0
70.0
70.0
NY.(-)
500
500
80.0
70.0
80.0
16'
24'
30'
35'
120'
56.2
55.2
70.0
90.0
70.0
50.0
56.2
56.2
70.0
77.0
70.0
57.6
46.0
72.0
57.8
480
70.0
70.0
90.0
70.0
80.0
90.0
70.0 _
70.0
70.0
60.0
800
50.0
DESIGN LOAD CAPACITY - PSP
WINDOW DIMS.
ANCHOR TYPES 'A' & T.
ANCHOR TYPES '6' t 'C'
GLASS TPB
' '
GLASS TYPES
'S' t '61'
OLAl9 TYPES
'r, 'CI t .C2'
01A99 'Mt
CLASS TYPES
CLASS MIS
150771
14100
EET.(4)
I141.(-)
EE7.(4)
1727.(-)
EYI.(4)
I97,(-)
E%T(4)
INT.(-)
On 42)
I111.(-)
E81.(1)
I9T.(-)
19-1/8•
26-1/2'
37'
46'
53-1/8'
25'
70.0
700
70.0_
70.0
70.0_
90.0
90.0
70.0
70.0
6
60.0
80.0
70.0_
70.0
70.0
700
70.0
70.0
70.0
70.0
70.0
90.0
900
70.0
80.0
70.0
70.0
80.0
_68.5_
66.9
66.5
66.5
66.5
66.5
66.5
66.5
70.0
70.0
90.0
90.0
...
90.0
70.0
70.0
... .._
70.0
50.0
50.0
._
50.0
66.5
66.5
66.5
66.5
70.0
70.0
... 70.0
70.0
685
66.5
66.5
66.5
66.9
66.5
19-1/6'
28-1/2'
37"
48'
53-1/8'
36-3/e"
70.0
65.2
46.7
45.0
70.0
65.2
46.7
45.0
45.0
70.0
65.2
46.7
900
70.0
60.0
70.0
70.0
70.0
90.0
_ 90.0
90.0
70.0
70.0
70.0
70.0
60.0
60.0_
60.0
80.0
65.2
46.7
65.2
16.7
65.2
70.0
70.0
70.0
70.0
467
68.1
66.1
45.0
45.0
45.0
45.0
45.0
450
65.7
65.7
70.0
90.0
45.0
45.0
45.0
85.7
65.7
70.0
90.0
70.0
60,0
19-1/8
26-1/2'
37'
46'
53-1/6'
50-5/8'
70.0
65.2
46.7
70.0
55.7
46.7
-
70.0
65.2
46.7
36.0
90.0
65.2
18.7
36.0
70.0
65.2
46.7_
38.0
34.1
800
65.2
70.0
70.0
70.0
90.0
70.0
50.0
60.0
70.0
70.0
70.0
90.0
70.0
. 46.7
300
34./..
68.1
-
-•
68.1
-- -
-
70.0
70.0
90.0
90.0
V.164,
• 70.0
ip-0,_
80.i
• •.9
-
-
-
34.1
34.1
• 86.4
85.3
sp.i
19-I/8'
26-1/x'
Jr
48•
53-1/8'
58'
70.0
70.0
65.2
_. 70.0_
.__
0.5.2
_ 90.0..
85.2
..700..
65.2
80.0 ._
65.22
70.•
)0.0
70.•_
• O
R
661
t
_••
L... •
.. *.0_
'.j.p
90.0
70.0
50.0_
80.•
80..
ll6.a
72.3
65.2
90.0
M.
• •
70.07
46.7
46.7
48.7
46.7
46.7
46.7
68.1
-••
-•
70.0
�.p
• •
90.0
-
-
-
___
360
36.0
-
-
36.0
32.5
SBA
32.5
90.0
70.0
63.2
19-7/8'
26-1/2'
J]'
43'
53_1/5']r2.3
63'
70.0
70.0
70.0
90.0
70.0
500
70.0
70.0
70.0
90.0
90.0
__
90.0
-
70.0
•
800
65.2 _
-
_ 65.2 _
-
_6_5.2 ..
48J
65.x
_._.._....
48.7
65.2
8...7
I6,7
05.2
44.7_
48J
700_0
-•
_'
•.•
-
S•
• 70.0
._.
0.0
i -
• 70.0...
• •.•
• 70.0
�0 _
• •.•
60.0
-
36.0
360
I6-1/
18-I/2' '
37'
46'
s3 I/8'
74-1/4'
70.0
65.2
700
65.2
70.0
65.2
46.7
-
.....
-
90.0
55.1
46_7
-
-
70.0
05.2
48.7
36.0
32.5
50.070..•
65_2_
45.7
38.0
335
70.*
-
••
• 04
0 �.0
• 70.0
00.
20.0
: 70,0
Jm.
70.0
•• 80.i
10.0
80.0
-
- -
-...
-
-
-
.. -
-
700
90.0
-•
-•
• ♦•
-•
• ♦
II-
-
.---
-
700
63.2
• MO
'--
72.3
11,
114.114
WENN AND LE.NGiN DIMENSIONS G50 RE ORNNTEO
VENIICALLY OR HORIZONTALLY AS SHOWN ABOVE.
Op
u
•
•
AVIM! 0b •
• • • •
•••
szpi .. 0bucrp1vlsAb• • • 0 . •
T p1Y9•NudwFNNd9• • 1 Y IL1011616g Coda •• j 0
LE•25116063616 r.
7`r
2014
•HMm a �,
d owing 60.
W03-57
(eeeel:3p7 fl
TYPICAL ANUTuA5
VON 5PAC1 G�
a
Ed J
1YPKAL ANCHORS
SEE ELEV.
FOR SPACING
(TYPICAL ANC0080
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.-
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WWI .0ADE COUNTY APPROVED
MULLION & MULLION ANCHORS
NEC SEPARATE NOA
TYPICAL .ANCHORS
-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 BUIL DING STRUCTURE.
METAL 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING
STRUCTURE
TYPE 'A'- 1/16" OIA Ia TRACON BY 'ELOCVOIP.177 K51, Fy-155 KSO
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/1" MIN. EMBED INTO CONC. OR MASONRY
1/16" TFIOS_OR SFI F 00111IN0 SCRFW4 (GRADE 5 CR5)
INTO METAL STRUCTURES
STEEL 12 CA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" INK. MIN. (6063-T5 MIN,)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPE '8'- 1 /4" DIA. UI TRACON BY 'ELCO' (FIT' 111 K5, Fy-15s 250
INTO 28Y WOOD- BUCKS OR WOOD'STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
114 SM5 OR 5 1 F 1 IN • SCREWS (GIMDC 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 K51 MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR 19/4911,019
• •
100E 'C'- 110 cMS OR F D8T T W4cMC OR F L1M I W S 1500E 2 CR5) • • • •
INTO MIAMI-DADE COUNTY APRROVEO•AUL•ONS (MIN. INK. = 1/8")
•• • • • • •
fd = ANCHOR EDGF OGLANC,F • •
INTO CONCRETE AND MASONR'P r T—}it'•MIN. • •
INTO WOOD STRUCTURE = 1"
INTO METAL STRUCTURE = 1/'2"�8 4. • • •
W000 AT 6(60, SILL OR JAMBS • •O 8ILN • •
CONCRETE AT HEAD. SILL OR JA/t, r j •5000 PSI MB1.
C-90 HOLLOW/FILLED BLOCK AT m - 2000 PSI DIN.
• ••
SEALANT; • • • • • • •
ALL JOINTS AND FRAME CONNECTION• S SEALED WITH • • • •
WHITE/ALUM COLOR SILICONE •
PIIODUCTREVISED
&ooRg0o4 xLa dw Raid.
IRdm4ado AoZ 6.Og
erylew No
Mimd b.MF Rod'Nl Comnd 1\
• • •
Gqr: NO/A ETHI' •
• • •
DN
na Pt writ
cAP1. e
• • •
•• •
2014
•
• • • •
• •
••
•
•
••
••
•
•
••
••
•
•
••
•
•
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NW6-DADS COUNTY
SEE SEPARATE NOA
APPR.O IWLLg5—
._WINDOW WIDTH
TYPICAL ANCHORS
SCE ELEV. FOR SPACING
WINDOW YAWN
WEI1
PART /
QUANTRY
DESCRIPTION
MATERIAL
MANP./SUPPLIER/¢RM6RR6
1
ES5001
4
WRADON IRAAE
6063-16
>
E51006
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GLAZING STUD
6063 -16
>A
ES1103
4/ WOW.
CLAIM STOP (5/16' MASS)
6063 .T5
-
20
F5f017
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6063-75
3
ES 5W7
A
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6063-T5
A
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6
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E51010
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SEE ELEV. FOR SPACING
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MIN CORNER LOCK
CIRCULAR OR ANGULAR WINDOWS
I
RECT. 011 SQUARE MOMS
3/5 x 1/5'
BEN! ALUM BARS
WT(4) SCREWS
EACH BAR
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ALUM ANGLE
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• • • •
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ES Windows, LLC
10653 N.E. Quaybridge Ct.
Miami, FL 33138
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
[DESCRIPTIONTScries "2000% 2050"Aluminum Horizontal Sliding Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw.
(L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "11" dated 09/16/14,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the
NIIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamtdade.aov/econonw
Miami -Dade County Product Control Section. •"'•.
[MISSILE IMPACT RATING: Large and_Sinall Missile Impact Resi antj •..' : ...
LABELING: Each unit shall bear a permanent label with the manufacturer's name sr logo, Barraihquillr,
Colombia, America Latina, series, and following statement: "Miami -Dade gctity Pr2due • Contrjl' • • •
Approved", unless otherwise noted herein. • • • •
RENEWAL of this NOA shall be considered after a renewal application has beers tied and Zheje•tlas been, • • •
no change in the applicable building code negatively affecting the performance oftllis'13ioduct. "" .
TERMINATION of this NOA will occur after the expiration date or if there hat begin revision gr change...:
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an erid'o'rsemeet
of any product, for sales, advertising or any other purposes shall automatically temmnate this•NOA:Failure
to comply with any section of this NOA shall be cause for termination and removal ofNOA. • •
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. 13-0617.28 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 Jaime D. Gascon, P. E.
MIAMI•DADE COUNTY
APPROVED
l'S
NOA No. 14-0923.10
Lpiration Date: _November 06, 2018;
Approval Date: February 05, 2015
1'age 1
•
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of
no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad, P. E.
2. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E.
(Submitted partially under previous NOA No. 12-0223.46)
3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by
Andres Chamorro.
(Submitted partially tender previous NOA No. 12-0223.46)
4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration
Testing Laboratory, Inc., dated. 08/13/09, signed and sealed by Michael R. Wenzel,
P. E.
(Submitted under NOA No. 09-1008.06)
5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D.
Gascon, P. E.
(Submitted under NOA No. 09-1008.06)
6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FM-5475,
issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed
and sealed by Carlos S. Rionda, P. E.
(Submitted under NOA's No.'s 08-0527.13 and 07-0928.13)
7. Laboratory compliance letter for Test Reports No.'s F M 3809 and FTL-3804,
issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/1M revised
& reissued by Fenestration Testing Laboratory dated 08/10/D6, all signtd.znd sealed..•.
by Joseph C. Chan, P. E. • • • 000 • •
(Submitted under NOA No. 03-0910.02) ..
G. OTHERS
.
.... • •
• .
41000 .
. .
1. Notice of Acceptance No. 13-0617.28, issued to ES Window ,•EI.C, fqr !heir Series • • •
"2000/ 2050" Aluminum Horizontal Sliding Window — L.M?, A 5proved'6fl'09/19/t3• •: •
000090 a .
• , • •
a • • •
and expiring on 11/06/18.
E-3
•
•
••
•• .
... .
•.
..
• •
•
Jaime D. Gascon, P..E.
Product Control Section Supervisor
NOA No. 14-0923.10
Expiration Date: November 06, 2018
Approval Date: February 05, 2015
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 03-0910.02 and 09-1008.06)
2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw.
(L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision
"H" dated 09/16/14, prepared by AI-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
7) Deglazing Force Test, per ASTM E 987-88(R2009) and per FBC
2411 3.2.1, TAS 202-94
8) Operation Force Test, per ASTM D 2256-02(R2008) and per FBC
2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5811, dated 02/16/09, signed and sealed by Michael R. •Wenzel, P.E,,, • • •
(Submitted under NOA No. 09-1008.06) • • •• •
2. Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94 • • •
2) Uniform Static Air Pressure Test, LoadingpelYBC TAS•202-94•
3) Water Resistance Test, per FBC, TAS 202; •' •
4) Large Missile Impact Test per FBC, TAS12C 1.1 4 . .. • •
5) Cyclic Wind Pressure Loading per FBC, TA& 63-94 •: • •' .
6) Forced Entry Test, per ASTM F 588-04/ D7•&rid per FBC 2411 •.
3.2.1, TAS 202-94 •
7) Deglazing Force Test, per -- - - - - - _ _ - __
2411 3.2.1, TAS 202-94
8) Operation Force Test, per ASTM D 2256-02(R2008) and per FBC
2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
IL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and
sealed by Carlos S. Rionda, P. E. / .
(Submitted under previous NOA No."08-0527,13 and 07-0928.13)--
Jaime D. Gaston, P. E.
Product Control Section Supervisor
NOA No. 14-0923.10
Expiration Date: November 06, 2018
Approval Date: February 05', 2015
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3. 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, per AAMA 1302.5-76 and per FBC 2411 3.2.1,
TAS 202-94
7) Deglazing Force Test, per ASTM E 987-88 and per FBC 2411
3.2.1, TAS 202-94
8) Operation Force Test, per ASTM D 2256-02 and per FBC 2411
3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised &
reissued on 08/10/06, all signed and sealed by Joseph C. Chan, P. E.
(Submitted wider NOA No. 03-0910.02)
C. CALCULATIONS •• • • •
•
1. Anchor verification calculations and structural analysis, coliffrmgnce to•.. complying • •
with FBC-2010 and with FBC 5th Edition (2014), wetaied by AJ-Faropq..;.
Corporation, dated 09/09/14, signed and sealed by Javad Ahnnad? l E. •
2. Glazing complies with ASTM E1300-9.8/ 09 . • • • •. •
. ..
D. QUALITY ASSURANCE • • ••• •
1. Miami -Dade Department of Regulatory and Economic ResovroerrtRER) •
. .
.
•
•
E. MATERIAL CERTIFICATIONS : • • •••• ••
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &.Co., Inc. • •
for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17.
2. 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.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-0913.10
Expiration Date: November 06,2018
Approval Date: February 05, 2015
E-2
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5'h Edition (2014), and of
no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad, P. E.
2. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E.
(Submatted partially under previous NOA No. 12-0223.46)
3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by
Andres Chamorro.
(Submitted partially under previous NOA No. 12-0223.46)
4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration
Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel,
P. E.
(Submitted under NOA No. 09-1008.06)
5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D.
Gascon, P. E.
(Submitted under NOA No. 09-1008.06)
6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475,
issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed
and sealed by Carlos S. Rionda, P. E.
(Submitted under NOA's No.'s 08-0527.13 and 07-0928.13) • • •
7. Laboratory compliance letter for Test Reports No.'s FT14-,3809 and. J T .-3804, •
issued by Fenestration Testing Laboratory, Inc., dated 06/16103;arnd 05/15/03; revis&ll •
& reissued by Fenestration Testing Laboratory dated 08/10/0113; dll •signed find sealed• • •
•
by Joseph C. Chan, P. E. •• • •
...• .
(Submitted under NOA No. 03-0910.02) . ..
. . . .
.. .. ..••
G. OTHERS
.
. . •
1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, l,�l•,C, fgrtheit Series .
"2000/ 2050" Aluminum Horizontal Sliding Window --- L.M..,.dpilroved.on 09/19/Irk •
and expiring on 11/06/18.
•
.•
E-3
Jaime D. Gascou, P. E.'
Product Control Section Supervisor
NOA No. 14-0923.10
Expiration Date: November 06, 2018
Approval Date: February 05, 2015
THESE WINDOWS ARE RATED FOR LARGE E1 SMALL MISSILE IMPACT.i
SHUTTERS ARE NOT REQUIRED.
MIES-2000/2050 ALUM IIQRUZ. SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. OR M.R. WITH OTHER WINDOW TYPES IR MOOULES OF
TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED
MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL
APPLY TO ENTIRE SYSTEM.
MIS PRODUCT HAS BEEN OESIONEO AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUOINC HIGH VELODTY
HURRICANE ZONE (HMHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS 10 THE STRUCTURE.
ANCHORS SHALL BE A5 LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEOMTNT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING CR STUCCO.
ANCHORING DR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
CODE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIN BLOC. CODE.
Ii1•
W4N00W PAD1H
10'
YA%. MD. N1010R 11' R
SIRE
AT snit EHDS'
ENDS /-SEE SHEETS 2 A 3 r HEAD
5
1 ,. 1'..1--l-41 : 11-1-1--1
O.L. OPG.
37 5/8•
VENT *low
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OWe
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ula P1e0x1 Cc:wul \
33 3/8'
D.L. 0P0.
33 1/2'
DA.. DPG.
37 5/8•
• • •
TYPICAL ELEVATION • • •
Z3.10
ZG if
•
••••
• •
••••
• •
•• ••
FALSE IAMBN5
(SURFACE APPLIED)
MAY BE USED
ill
• • •
• • • •
• • • •
• •
••
•
• •
•
• • •
• • •
••••
•
• • •
• • • •
• • •
• • •
• • LAMINATED GLASS •
LARGE MISSILE IMZ'RCT
EnV:.MVAD AHWG
0W
F1AO XV1 )O!W!
4 2014
on.et_1 of 9_)
/8• ANN. GLASS
.090' INTENLAYER
SENIRYGLAS BY 'DUPONT'
1/8' ANN. GLASS
1/8' HEAT STREWD. GLASS
.090" NITERLAYER
_ SENTRYGIAS BY 'DUPONT'
1/8' HEAT STREW°. GLASS
DOW CORNING 795 �W / SDOW CORNING 795
AT 1/4 POINTS ON LOSS
WIDER THAN 36'
AT 1/4 POINTS ON UIES
METER MAN
GLASS TYPE 'A' GLASS TYPE 'Al'
1/8' ANN. GLASS - I/8' HEAT STREW°. CLASS
.090' INTERLAYER 090' INTEIBAYER
__ 90TAC11E PV8 BY DUPONT'BI ACHE PVB BY 'DUPONT'
1/8" ANN. GLASS rE--1/8' HEAT STREW°. GLASS
SILICONE
DOW CORNING 795 0 P! \ 1 1 / D01Y CORNING 795
Al 1/4 POINTS ON UTES
WIDER THAN 36"
GLASS TYPE 'B'
3/16' AM. GLASS
.090' INLERLAYER
5ENTRYGL 0 BY 'OUPONE'
3/16' AMC GLASS
SILICONE
5/32' NEAT STREW°. GLASS
090' MERLAYER
BMW( PVB 8Y 'DUPONT'
—I/8' HEAT 51REWD. GLASS
00W CONING 795 0 \ 1 1 TDOW CORNING 795
AT 1/4 POINTS ON LOIS
PACER THAN 36'
GLASS TYPE 'C.
n
'AT 1/4 POINTS ON LITES
WIDER TWAT 36'
GLASS TYPE 'D'
5/32' HEAT SUNNI). PUSS
090' INTERIAYLT4
SENTRYGLAS BY 'DUPONT
-1/8• HEAT STREW°. GLASS
NE
0081 C
OW CORNING 795
AT 1/4 POINTS ON WTES
660ER IHAN 36'
GLASS TYPE 'E.
SILICONE
0014 CORNING 795/983
5
AT 1/4 POINTS ON LITES
WIDER THAN 36'
5/16" IAtl. MASS
SILICONE
DOW CORNING 705/983
AT 1/4 POINTS ON TOES
WIDER THAN 36'
7/18" LAM. G1AS3
AIT._GLAZING OPTIONS
SQUARE GLAZING STOP CAN BE USED WITH ALL
GLASS TYPES SHOWN ON THIS SHEET.
PRODUCTRBVISPD
so a Amide
the de
BOOM ONN %2 3.10
°'N 7?A28
aI cPnuNL "4--..
• • • •
• •
• • • • • •
• • •
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•
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. •
• • • •
• •
•• ••
• • • •
• •
••
•
. •
•
• • •
• • •
• • • •
•
• • •
• • • •
• •
• • •
•. •
En9r: 0000 A114.49
CNN
aPE I 0592
C 2014
•
• • • •
• •
••
1
drawing no.
W03-75
(,heel 1.10110
•
DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050
RM. ANCHOR SPICING
ADDL. ANCHOR
STD. RTC. RAIL (FRARR S1L1. 11, 2, 9 k 4)
H.D. REG. RAIL
I1.0. MTG. RAIL
SEE 01741S BELOW TOR CO(4) LOAD L9MA10N5
(RILL •S 4 4)**
(SILL '3 k 4)**
CLASS TYPE 'Al'
CLASS TYPE '41'
CIA54 TYPE 'AI'
;GLASS TYPE 'B1'�
I GLASS TYPE 'RI'
CIAS9 TYPE 'A'
'6LASS.TTPE_T)1'•
'D'
GLASS TYP5 'D'�
MASS TYPE 'D'
WINDOW DINS.
GLASS TYPE YE
GLASS TYPE '0'
CLAR9 TYPE
GLASS TYPE 'E'
CIA53 TYPE '0'
swim
HE087
EM.(4)
mW.(-)
EET.(4)
INT.(-)
ETT.(4)
0.T{-)
E%T.(4)
Hr.(-)
EIR{4)
941.(-) I
26-1/2'
3
.. _. ..
70.0
.._.-.0
60.0
70.0
90.0
70.0
80.0
80.0
_.._..0 ...
90.0
... .. _...
_
.._........
_ I
.. .. .. ..'..
37'
26'
4
70.0
0.0
60.0
70.0
90A
10.0
6D.0
0.0
60A
90.0
53-I/O'
(3)
6
70.0
00.0
70.0
90.0
700
00A
60.0
90.0
74'
8
704
800
70.0
90.0
70.0
60.0
80.0
90.0
-
-
75-1/2'
3
70.0
004
70.0
900
10.0
60.0
60.0
90.0
SY i
$-3/6'
4
70.0
80.0
70.0
90.0
70.0
00:0
00.0
90.0
-
-
53-Iro'
(3)
6
-_.70.0 ...
60.0
70.0
-90.0
70.0
80.0
MO._
. 90A_-
74'
6
704
600
704
90.0
70.0
60.0
00.0
90.0
-
-
26-1/2'
]
70.0
40A
70.0
90.0
70.0
90.0
60.0
90.0
-
-
JY
50-5/8'
4
)OA
B0.0
70.0
90,0
70.0
80.0
904
90.0
-
-
53-1/8'
(4)
700
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
9
-
-
, 70.0
.90.0 /
70.0
80.0
00.0
90.0
-
26-1/2'
70.0
60.0
70.0
90.0
70.0
50.0
80.0
90.0
-
]Y
mm
70.0
90.0
70.0
80.0
00.0
90.0
-
57-1/6'
(5)
424
48.7
70.0
86.6
70.0
40.0
80.0
90.0
-
re)
_
-
_
_
_
_
1'75.3
76.3
BOA
24'
70.0
90.0
70.0
90.0
70.0
80.0
80.0
90.0
-
36'
704
80A
70.0
90.0
70.0
60.0
80.0
90.0
AY
Re
70.0
604
70.0P0.0
70.0
MO
80.0
90.0
-
60'
(7)
.''
B0A
70A
90.0
mm
80.0
90.0
-
72'
70.0
804
70.0
90.0
70.0
80.0
00.0
904
-
24'
70.0
600
70.0
90.0
70.0
80.0
SOA
40.0
-
36'
70.0
60.0
]0.0
90,0
)OA
00.0
00.0
90.0
48
70.0
60.0
70.0
90.0
70.0
804
60A
90.0
60'
(3)
70.0
80.0
70.0
WO
704
90.0
80.0
90.0
-
72'
700
60.0
70.0
90.0
70.0
60.0
50.0
90.0
-
24'
70.0
60.0 _
_..70.0 _
_60.0._
_70.0
804
80.0
90.0
__-..
M'
70.0
60.0
10.0
90.0
)0.0
80.0
80.0
90.0
-
46'
MD
60.0
70.0
900
TD.O
00.0
80.0 0
9
90.0
-
60'
(4)
70.0
_7_......._.
80.0
70A
90.0
70.0
50.0
90.0 _.
90.0
-
72'
104
80.0
70.0
90.0
10.0
80.0
80.0
90.0
-
24'
700
80.0
70.0
90.0
700
90.0
00.0
90.0
-
36'
4
70.0
000
70.0
_
90.0
70.0
90.0
00.0
90.060
-
-
W
S4.]
61.9
70.0
904
70.0
500
80.0
90.0
-
-
48'
(5)
6
45.1
51.5
70.0
67.3
70.0
50.0
80,
90.0
-
-
60'
72'
6
-
-
700
78.7
700
70.7
80.0
62.7
80.0
90.0
A = N0. OF ANCHORS PER HEAD & S01
() - N0. OF ANCHORS PER JAMB
STD. SILL WITHOUT RISER 1r51O. 9LL RTITI RISER
19AIT DIN.(+) LOADS 70 53.3 PS` FM.
(01 )0) LOADS T0 70.0P57
**
SEE OOA6.5 BELOW FOR EE1(4) LOAD LS4740085
IS -RISE . WITHOUT RRHI-RISE SILL MIN RISER
EYL(*
U40 ) LOADS TO 67.7.5 P9i L66T EDT.(*) LOADS TO 80.0 PSP
••
- 06AAk
7 U464.1
• • • •
5-2050
•••• ••
JLD. YTC. EAT) • E.O. MT• •A•A • •
5-2000 • • •
PRODUCT001960 •
94 Tp6
Du916ISS Code _
A9a0R699N9
@y SE870115 - IS •
• • •
• • • • •
NOTE:
GLASS CAPAATIES QN Tj1IS SHEET ARE
BASED ON ASTV 4E1300009 (3 SE& WAISTS) •
AND FLORIDA BUILDING COMMISSION • •
DECLARATORY STATEMENT DCAOS- DEC -219 • •
40•703/117M
ELL AN 07 ro592
CPE 536
2014
••1u ••••
•`•••
gig ?•
r
•
nY y R 8 •
- glk
drawing
W03 _75 �
anaat..2.or9_}
•
•
•
**
SEE OETAXS 1144041
FOR Err(4) l000 198TAT10NS
DESIGN LOAD CAPACITY - PST, 1(XOXISIZES)1 SERIES 2000/2060
STD. ANCHOR SPACING
ADDL. ANCHOR
STD. MTG. RAIL (FRANC SILL •I, 2, 3 & 4)
SEE DEEMS BROW FOR Ex1(4) LOAD 1.99TAT10H5
11.0. MTG. RAIL**
180.E •3 44 4)
N.O. MTG. RAIL**
(SILL '3 k 4)
CIAO TYPE 'AI'
CLASS TYPE 'AI'
CLASS TYPE 'AI'
C113M TYPE '91',
GIAAY 7YPR 'RI;
CLASS TYPE 'A'
CUSS TYPE 'El'
'U'
GLASS TYPE '3'
61ATYPE. '0'
SS
01N000 DIMS.
A
CLASS TYPE '0'
GLASS TYPE 'C'
CLASS TYPE
61ASS TYPE 'E'
GLASS TYPE 'E'
I00Tn
icon
681.(8)
xn.(-)
Dn.(.)
917.(-)
ELT.(.)
041.(-)
ExL(4)
841(-)
ExT.(4)
940.(-)
74'
9
70.0
eo.o
70.0
90.0
70.0
800
80.0
90.0
106-1/4•
(3)
72
...70.0
eo.o
70.0
eo.o
70.0
eo.o
"sic;
9aa
-
-
u1•
Iz
_
_
_
_
_
_
e0.0
90.0
_
_
74'
9
70.0
00.0
70.0
90.0
70.0
00.0
60.0
90.0
1D0-1 4•
12
70.0
80.0
70.0
90.0
70.0
50,0
60.0
90.0
-
-
111•
3
12
-
-
-
-
-
-
804
90
-
-
74•
9
70.0
Sao
70.0
90.0
70.0
80.0
60.0
90.00
-
108-1/4'
90-5/8
12
70.0
60.0
70.0
90.0
roA
80.0
800
90.0
-
-
III'
(4)
12
-
-
-
-
-
-
60.0
940
-
- -
74'
9
45.4
51.9
740
90.0
Tao
Mao
80.0
90.0-
106-1/4'
111•
i" 4,
(5)
12
-
-
-
-
-
-
4 77.1
77.4
75.3
. eo.a-
60.0
, 90.0 9
90.0
42
-
-
-
-
-
-
75,3
72'
0
70.0
00.0
70.0
904
70.0
SOO
804
90.0
-
84.
24'
9
70.0
80.0
70.0
900
70.0
00.0
80.0
90.0
-
-
96'
(2)
9
70.0
60.0
70.0
90.0
700
000
90.0
90.0
-
-
406'
12
70.0
00.0
70.0
90.0
70.0
50.0
130.0
90.0
-
-
72'
9
70.0
90.0
70.0
90.0
700
00.0
000
90.0
-
-
04'
36'
9
700
00.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
06'
(3)
_
9
704
80.0
70.0
90.0
704
00.0
80.0
90.0
-
-
108'
12
70.0
80.0
70.0
900
70.0
30.0
80.0
90.0
-
-
72'
9
70.0
60.0
700
90.0
70.0
80.0
60.0
90.0
-
-
a•
48'
9
70.0
60.0
70.0
90A
740
30.0
80.0
90.0
-
-
08'
N)
9
720
00.0
- 70.o
90.0
70.0
00.0
800
90.0
' --
-
10M•
42
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
73'
9
54.2
64.9
70.0
904
70.0
90.0
800
90.0
-
-
04'
60'
9
47.6
54.4
70,0
90.0
70.0
_ 80A-
80.0.
.-900"
..--
06'
(5)
9
.. .. -
._-..
.....
_..
.� '
.. _.
.. ..
_
_ .__-.......
...
103•
12
-
-
ro.o
7l.7
"roD-i
, 78.7
30.0
82.7
e0.0
90.2'
A N0. OF ANCHORS PER HEAD & SILL
() - N0. OF ANCHORS PER JAMB
•
STD. SRL M70001 RISER STD. S&L 9101 RISER 19-18SE SAL 81M06T 1D5ER r!9-RISE SAL WDN R15ER
19*47 ExT.(.) Laos TO 53,3 PSF L00T Ext.(4) LDAos TO 70.0 P5F LAST EXT.(*) LOA05 TO 66.7 PSF 1.00T Ens(*) LOADS TO 80.0 PSF
DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2030
111N900 DIMS.
4ROTH HEIGHT
74'
109-I/1'
111'
74'
106-4/4"
111'
74'
74'
26'
(3)
38-3/8'
(3)
50-5/6'
(4)
63-
(5)
A
STD. ANCHOR SPACING
570. MTG. RAIL (FRAME 51LL 'I. 2, 3 k 4)
SEE 0EWL5 HELM FOR EX7(*) LOAD L1MTA1I0N5
cuss TYPE 'A'
CUSS TYPE '8'
OD.(4)
10.0
•7 (-)
70.0
80.0
804
CUSS TYPE 'AI'
CLASS TYPE 311'
GLASS TYPE
EET.(1)
70.0
70.0
NT.(-)
90.0
90.0
CUSS TYPE 'D'
EXT.(4)
70.0
70.0
x0.(-)
80.0
80.0
H.D. MTG. RAIL
(SILL '8 k 4)**
GIA55 TYPE 'AI'
GLASS TYPE '81'
GUMS TYPE '0'
GUSS TYPE 'E.
E#.(.)
12
8
12
700
80.0
70.0
70.0
70.0
90.0
90.0
90.0
70.0
70.0
70.0
30.0
00.0
50.0
00.0
80.0
60A
80.0
00.0
80.0
80.0
50.0
M.(-)
90.0
90.0
90.0
90.0
900
90.0
90.0
90.0
72'
84'
95'
10M'
7Y
84'
108'
72'
84'
10'
72•
6
24'
(2)
36'
(3)
46'
(4)
60' (5)
70.0
70A_
70.0
70,0
70.0
70.0
70.0
80.0
304
70.0
704
70.0
90.0
90.0
90.0
70.0
80.0
60A
70.0
704
60.0
00A
00.0
80.0
00
70.0
70.0
704
70.0
70.0
70.0
9013
90.0
90.0
90.0
90.0
90.0
70.0
70.0
70.0
704
70.0
70.0
A - N0. OF ANCHORS PER HEAD k SILL
() - N0. OF ANCHORS PER JM10
My3c00EAM3
70.0 •
90.0a
•
•90.0
70.0
r-
• 704
800
90.0
80.0
00.0
804
80.0
80.0
89• •
80.0
80.0
60.0
00.0
• 60.0
90.0
90A
90.0
90.0
90.0
90.0
90.0
90.0
90.0
904
90.0
990.0
_a. •
OPERA*. RIAS•T@ BE 1/4 "HE•TA WIDT1
PRODUCA1HYI31t •
• • •
..Au*YI09«A*PIMM /99/pp /./�
➢ROEI98NAr
NOT` • •
GLA4S CAiyCITIjS ON THIS SHEET ARE
BASED AST* E1300-0• •3•SEC. OUSTS)
AND FLORIDA BM I.DING COMMISSI•N •
0 DL:CLARATORY STATEMENT DCA05'•DR*219
Eng: .M990 NoW0
C67A
nw, 503 792
x.(
CT c►v2014
•
•
•
�ll'4
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drawl no.
W03-75
(sheet 3 of 9�
plow
TTV.r FOR
ANtttCRG_\
SEE ELEV. SPACING
1 ./
'Cd
IB+i
xooG BUCK
WI
0
. A s,
E4
_ FORGE ANCHORS
SEE ELEV. FOR SPACING
i035-HCAt011 AANPCPR0ORE$D (
IEEE SEPARATE NOA
I1
Ea i!
TYPICAL ANco1RS
SEE ELEV.
FOR SPACING
TYPICAL AND10R5
5R ELLV.-
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AN() TRANSFER THEM TO THE BUILDING STRUCTURE.
'TYPICAL ANCHORS' SEE ELEV. Fa, sexe+G
r1/4. DIAL ULTRACON BY '0 CO"(FA=1n Rsl, Fy.155 KSI)
INTO 2BY 'WOODBUCKSOR WOOD STRUCTURES
1 -1/2' MT. PENETRATION INTO W000
THRU 1BY BUCKS INTO CONC. OR MASONRY
I-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
I-1/4' MIN. EMBED INTO CONC. 0R MASONRY
114. SUS OR SELF DRRI.MC SCREWS (MCC 2 cots)
INTO NUMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = I /8")
INTO METAL STRUCTURES
STEEL 1/8' T11K. MIN. (Ty = 36 K51 MIN.)
ALUMINUM 1/8° THK. MIN. (6063-TO MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
fd = ANCHOR RIDE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 3/4. MIN.
WOOD AT HEMJAMBS M. , SILL OR JS SG = 0.55 M�•• ••. •
C-00 HOLLOW/RUED BLOC11:0AT JONCRETE AT HEAD SILL OR ARABAN re- 2000 LPSI CPI.• • •
•• • .•• •
SEALANTS' • •
FRAME AND VENT CORNER? A • N! . �1ATI0N SCREWS AT SIL•
SEALED WITH WHITE/ALUMI4U� iI I 3 SILICONE. •
EEEPHOLES: • • • • • •
Wt = 1-13/16' 5 1/4. tEVI4Fi IT 3 FROMBEACH END
WITH PLASTIC BAFFLE
W2 = l/4- WEEPHOLE AT•TO, /1412.1,90M RAIL lb FROM•E.CH ENO
• • • • •
..• .. • • • •
PRODUICPROV0P.O
w° / 2o�B• •
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•
.
TYPICAL ANCHORS
SEE REVS. FOR SPACING
1YPICAL ANCHORS
SEE ELEV. FOR SPACING
IMWR-DAOE COUNTY APPROVED
(MULLION & MULLION ANCHORS 1
!SEE SEPARATE NOA
I EC
ii
1►_'tx
� I? �1l,I
IYPI('•Al. ANCHORS
SEE SIN. FOR SPACNG
,
JJ
REM
PART d
QUANTITY
DBSCRIPITON
MATRRUL
MAN?./6UPPLI6R/REMARIOT
1
2
_E51003
E52001
1
1
TRAMS HEAD
6063-T6
-
5I0. TRWE SAL
6063-76
-
7A
C52012
I
NI-RIE TRAAE SILL
6063-15
6063-�6
- -._ _. __
_.
3
CS2003-.----�..__.
FRAME JWg--_-_-___—
5
E51005
I/ VENI
FIXED NAIL (5-2000)
6063-16
- -
5.1
C51051
1/ VEN1
FIXED NAIL (5-2050)
6063-T6
-
6
ES1604
1/ VENT
STD. VENT MEETING MI. (S-2600)
6063-T6
-
6A
6.1
6A1
E52004
1/ KNT
HD. VENT MCEIING RAIL (5-2000)
0063-T6
-
E51052
1/ VENT
STD. VENT MEETING RAIL (5-2050)
_ 6063-T6
-
E51053
I/ VENT
I/ DENT
N.D. VENT MEETING RAIL (5-2050)
HA. VENT MEETING RAIL (S-2050)
6063-78
6063-T6
68
ES-2004A
ALTER1N1E TO 64
68.1
7
...a
ES-1053A
1/ VENT
2/ VENT
1/ VENT
N.O. VENT MELTING WAIL (5-2050)
6063-16
6063-15
6063-15
6063..10
ALTERNTE 10 WA 1-
E51007 ---
TOP MO BORON RILL
-
_______ ......_
_ ...
-
C51006
JAMB STILE
9
ES1006
A5 RZTID.
GLAZING BEAD
-
9A
9B
E51103
A5 REOD.
AS RE00.
SCRAPE GLAZING BEAD (5/16' GLASS)
6063-15
-
E51017
SOUARE GLAZING BEAD (7/16' G1A55)
6063-15
-
0
E52002
1
SILL TRACK INSERT
6063-75
-
II
F52011
A5 FCC).
SID. SAL RISER
6063-T5
6083-76
AT 6' TMM ENDS
11
ESIOW
2/ VENT
SPRING LOADED VENT LATCH
12A
51203
2/ VENT
SVECP LAT1]M
2AMAK
AT II' TRON ENOS• BY INTERLOCK
129
I}
/8 X I'
1/ LATCH
LATCH INSTALLATION SCREWS
GRADE 2 CRS
FH SMS
E51012
1/ LATCH
VENT 1ATCH SPRING
5T. STEEL
-
14
C182516
AS RE00.
FOAM RILED FABRIC W STRIPPING
-
SCIILECEL
15
/6 X 1'
A5 ROD.
FRAAE/VERT ASSEMBLY SCREWS
CRS
P. 5M5 • • • •
16
16A
/6 X 3'
2/ VENT
FOI. RAA SRL SCREWS (STD. SILL END)
CRS
P.N. 5U5 • •
/10 X 4.
2/ VENT
FIX PAL. 51L1 SCREWS (HI -RISE SILL END)
• CRS •
PR SIAS • • • •
17
W23211613
AS RE00.
VENT It 71X RN1 W5TRIPPING
• -•
RW1MFAB
18
W23291146
A5 RE00.
2
FRAME JAMB W'STRIPPNO
BATTLE, AT 3' FROM EACH ENO
• •
Impure • • • •
—•
19
20
WPIIL-100
/6 X 1/2"
-
M N M RASTKS
7/ BAFFLE
BATTLE SCREW
21
2I.1
21A
E51010
ES1013
AS RE00.
AS REDO.
GLAZING WEDGE
• w+ivsi,
SOFT PVC
IKONS •
opUROMEIER 70 SNOR0'A'
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
E.S. Windows, LLC
10653 N.E. Quaybridge Ct.
Miami, FL 33138
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
rDESCRIP_TION: Series-"3000"Aluminum Outswing French Doors w /wo Sidelites
APPROVAL DOCUMENT: Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors
(LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04
and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cemity%
Product Control Revision stamp with the Notice of Acceptance number and expiration datg bytfip Miani4111"ade •
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/ec000mv
County Product Control Section. • • • • • • • •
..•
MISSILE IMPACT RATING: Large -and Small Missile Impact• •
Limitations:
1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) opiio*isishall control. . .
2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites options witIffettsted ftagtnrea.
3. The Water Rating +DP with STD silk +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (KX7 And +10071F(X).
4. The frame are of alternate size must not exceed 97.58 ft2, nor panel tested area and maa.parielheigh ' •• •
.••
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. Barranquilte, rolumbia, •
state and series and following statement: "Miami -Dade County Product Control Approve"dnota herei .. • • • •
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 #16-0316.06 and consists of this page 1 and evidence pages E-I & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
f NOA No. 16-0316.06
4_ Expiration Date: ° December 16, 2017
Approval Date: Decetnher 08, 2016
Page 1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under file referenced below)
2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)",
sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation,
dated 06-10-04 and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E.
3.
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(see sheet 2)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawing and installation diagram of aluminum outswing French door w/
Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01-450-18, dated
11/16/15, signed and sealed by Joseph A. Reed, P.E.
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(see sheet 2)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ....
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 4214 • • • • • • •
Along with marked -up drawing and installation diagram of aluminum outsWin 'Frendl'1•dodr w/ •.
Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. F'TL-59 a? ted 10/01I ,
signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been. cvised, wvieyved,
signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (submitted under til #15-06f 117#14- . .
0722.13/#12-0308.40) •• •• ••
3. Additional Test Reports: Test reports issued by Fenestration Testing Lillot ory, Inc ;hest • •
report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated b2104/04, bath
signed and sealed by Edmundo J. Largaespada, P.E. and test report Nq. FT•I;-516* per AS •
201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01'07; signe'dt. *aled•
by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis complying with FBC-2014 (5tht
Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishiq I. Chanda, P.E.
Product Control Examiner
NOA No. 16-0316.06
Expiration Date: December 16, 2017
Approval Date: December 08, 2016
•
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA # 16-0316.06, expiring December 16, 2017.
2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional
approval until completion of the test proposal # 16-0940 and agree to remedial action, should
the test is unsuccessful, signed by Samir Sabagh (Engineer -ES)
3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 &
02/06/06 approved by BCCO.
4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows,q , dtd
08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Cron• MGR) r : ape itively. • •
•.•
••
•
• •
•••• •
• •
• • • • •
• ••
• • • • •
••• •• • • • •
•
• • ••
• •
• • • •
• • • • •
• • •
•• • • • • • • •
Ishall 1. Chanda, P.E.
Product Control Examiner
NOA No. 16-0316.06
Expiration Date: December 16, 2017
Approval Date: December 08, 2016
E-2
146 3/8' MAX.
(
t /
ATMIS. ANCHORS
, ypELRE WIDTH
AND MULLION EN05
6' MIWX_
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OVERALL FRALIE WIDTH
76" MAX.
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3_ SURFACE APPLIED
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LOCK OPTION Ill
_ MAX. FRAME AREA NOT TO EXCEED 97.58 SO
$ s-;T000 ALUM.QUT'SWING £RENGR,DooR
APPROYAL'APPUES TO 'SINGLE '(X) AND DOUBLE (XX) LEAF DOORS
WITH -OR WITHOUT SIDELRES.-
51DE LRES CAN BE ON ONE 0R BOTH SIDES OF DOOR.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (51H EDITOR) FLORIDA BUILDING 000E
INCLUDING HIGH VELOCITY HURRICANE ZONE (MM.Z).
1BY 0R 28Y 7,001) BUCKS h BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BU ONNO STRICTURE.
ANCHORS SHALL RE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS.
INSTHIED PER MANUF'S INSTRUCTIONS. SPECIMED EMBEDMENT 70 BASE
MATERIAL SMALL 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-METAWC AND NON -COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL IEEE THE
REQUIREMENTS OF 1110 2014 FLORIDA BUILDING CODE W 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 RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFTLTRA110N RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE 70 BE ANALYZED SEPARATELY,
AND TO BE RENEWED BY BUILDING OFFICIAL.
29 5/T6,
16,
76' MAX.
(4) ANCHORS
AT MTG. STILES
FRAME WIDTH
73'
HEFO/SILL (C
CORNERS r J
DOOR OPNG. WROTH
PN07 HNNGES
r FOR CAPACITY
1 -
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3 P06R
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-
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LOCK OPTIONS
SEE SHEW 2
FOR CAPIL7IY'
- /f �._._(----
11 1
BUTT WAGES
SEE SHEET 2-'/ 28 3/16"
FOR CAPACITY
33 5/16' -SEE
HAIN 2 PIECE HINGES
PANEL TROD-4SEE SHEET 2
FOR CAPACITY
FT. PER FRC 2014
TYPICAL FT FVATIONS
TESTED UNITS
THESE PRODUCTS ARE RATED FOR LARGE 61 SMALL M155ILE IMPACT]
SHUTTERS ARE NOT REQUIRED.
INSTRUCTIONS'
USE CHARTS AS FOLLOWS.
CTFP 1 DETERMINE DESIGN WIND LOAD REOUNEMENT BASED
08 WIND VELOCITY, BLDG. HENRY. WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 FOR SINGLE (X) AND 00uB1E (XX) :AwR GAFA0TME5
SEE SHEET 2
USE LOWER VALUES FROM GLASS. IINC(S. LOCK AND
FRAME SILL OPTIONS 115ED.
STEP FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1.
gyp 4 FOR SIDELINE COMBINAIMON WITH DOOR 0R 510EL9E
SEE AULL10M1 CAPACITY CHART ON SHEET 2.2.
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3
AND 4 SHALL APPLY TO ENURE SYSTEM.
•
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LOCK ORT 1N /4
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MAX.
HEAD §
SAL •••
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• • • •
• • • •
• •
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RUSH BOLTS ARE C!NGE.et tN INACTIVE LEAF
AND EXPOSED ON ACTIVE LEAF
SEE DETAIL G ON 51•L• • • • •
• •
• • • • •
DOOR LEAF WIDTH (X) . FRAME WIDTH - 2.8125"
DOOR LEAF WIDTH (XX) . ¥F•1•E•Vip161 - 2.375'1'2 • •
DOOR LEAF HEIGHT = FRAME HF•GHT - 2.500" • • •
SIDELRE PANEL WIDTH = SEMITE•NOITH - 1.875" • • • •
PROW tNEVIIIm • • L.S. D''•C NBC •`'
W.FjI•IE6• 11". - • •• • `
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W04-511
(sheet lot 7 )
•
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FRAME WIDTH
1--
08
LACK OPTION 1 & 2
DESIGN LOAD CAPACITY - PS/ (CUSS AND HARDWARE OPTIONS)
f GLASS TYPES ,
9 BINGES,:
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70.0
B0.0 i
90.0'..
•-90.0- j
90.0
100.0
120.0
70.0 80.0
6,90.0
90.0..'
_ .
90.0
100.0 . 120.0
100.0 I 120.0
IL700 I BOA,,
_
70.0_�- 80.0
100.0 120.0
100.000.0 120.0
-
-
_ 90.0
100.0
120.0
70.0 60.0
900
NOTE:
LOWEST VALUE SELECTED FROM OPTION WILL APPLY.
DESIGN LOAD CAPACITY - PSF (GLASS AND IIARDIARE OPTIONS)
FRAC 1.E047
INCHES
FRAME WIDTH
NCNB
CUSS TYPES
HINGES
(OCAS
'C.' & 'E'
'F'
'G' k 'II'
OPTION '1'
'2' k '3'
OPTION 1' k '3'
OPTION '2'
ENT. (.) 1 NT. (-)
ENr. CO
INT. (-)
EXT. CO II INT. (-)
EAT. (.)
INT. (-)
E.E. (A) 11NT. (-)
EXT. (.)
NT. (-)
EXT. (.)
NT. (-)
EXT. (.)
94. (-)
95-3/A
71-3/4
70.0 1 BOA
90.0
90.0
90.0 90.0
70.0
80.0
90.0 I 90.0
90.0
90.0
70.0
60.0
90.0
900
76
- -
900
90.0
90.0 1 90.0
70.0
600
90.0 90.0
90.0
90.0
70.0
800
90.0
90.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
CaPnoN Il:
THREE PIECE ALUL1 BUTT HINGE BY 'E.S. WINDOWS
(3AT (3) HINGES
PER LEAF AT 11 FROM TOP & BOTTOM
SPAN
FASTENED TO DOOR FRAME AND LEAF WITH
410 x 1" FH SIAS
(6) SCREWS AT FRAME, (5) SCREWS AT LEAF
DPTDN F2
FACE MOUNT 2 WING PN01 HINGE BY 'MASTER ACCESSORIES'
WITH EXTRUDED ALUMINUM RASE, 01E CAST ALUMINUM
COVER PLATES, SI. STEEL PNVTS AN0 GAV. STEEL
BRU51FE5 AND SCREWS
F25TENE0HINGE50 DOOR FRAME AND LEFFER LEAF AT )2" FT OP WITH BOTTOM
5/16-24 X 1' FH MS (2) PER WING
OPTION IL
SERIES GOAT (DR HA1N A701) DIE CAST ALUMINUM HINGE
BY 'OR HA N'
(2) HINGES FER LEAF AT 6' FROM TOP & BOTTOM
D L OPENINGS'
D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. 80T. RAIL)
D.L.O. HEIGHT LEAF HEIGHT - 11.9375' (HI RISE HOT. RAIL)
D.LO. WIDTH = LEAF WIDTH - 8.625'
WIDTHS:
DIH) LFK NTOTH
DATLAE OPG.
31-1/2' ' 28-11/16 20-1/16"
37-1 /2' i 34-11/16"; 26-1/16'
39-5/8" ! 36-13/18 26-3/16'
59-3/4' 28-11/1771 20-1/16
71-3/4" 3A-11/18" 26-1/16"
76' 3e-I3/16' ` 20-3/16'
HEIGHTS:
NOTE:
DOOR WIDTH AND HEIGHT MUST
COMPLY WITH EGRESS REQUIREMENTS
PER FBC WHERE REQUIRED.
DAnRE 0PO.
FRAME HE1GH1
j STANDARD 1 16-PROFILE
LEAF HEIGHT; BOTTOM RML BOTTOM RAIL
62-1/2'
60' '
71-13/16' i
88-i/16'
95-3/4'
93-1/4' •
85-1/16' i
81-5/16'
(LOCKING ITARDIABL,
AC1NE LEAP
DPTION'n'
SURFACE MOUNT DEAD BOLT LOCK BY 'YALE'
AT Ai' FROM 80TTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
FASTENED TO ACTIVE LEAF LOCK SRLE WITH
(2) 1/4-28 x 2-I/7' OH MS
LEVER TYPE METALLIC MANOLE AT 37' FR0M
BOTTOM. FASTENED TO ACTIVE LEAF LOCK STILE
WON (2) (8-32 x I-3/4" PH M5.
CONCEALED FLUSH. BOLTS 8Y 'SULLIVAN & ASSOC.'
MANUALLY OAEPAIED LEVERS MOUNTED ON STILE
FACE, LOCATED AT 12' FROM TOP AND BOTTOM
FASTENED TO LOCK STILE w1TH
/8 x 3/4' EN 5Lt5 (2) SCREWS PER BOLT
OPTION !7
3 PONT LOCK SYSTEM BY 'INTERLOCK' AT 39'
FROM BOTTOM
HANDLE ACTNATES DEAD BOLT AND SHOOT BOLTS
ENGAGING Al NEAR AND SILL
KEY OPERATED ON Ex1ERIOR 8N0 THUMB TURN ON
NTERKIR
FASTENED To ALINE LEAF LOCK SOLE WITH
(2) 1e-32 x 2' OH MS
OPTION FT;
♦-POINT MONROE LOCK SYSILM BY 'INTERLOCK'
AT 39" FROM BOTTOM
HANDLE ACTIVATES DEAD BOLT AND SHOOT Ban
ENGAGING AT HEAD AND SILL
KEY OPERATED ON EGERIOR AID THINE TURN ON
INTERIOR
FASTENED TO MINE LEAF LOCK STILE w7H
(2) (0-32 x 2" oN Ms
MOVE !PAP (FOR usE war OP7K1N5 1.2 & 3)
CONCEALED FLUSH Ban BY 'SULLNAN & Assoc.'
MANWLLT OPERATED LEVERS MOUNTED ON
NM{ FACE OF LEAF STILE LOCATED AT
12' FROM TOP AND BOTTOM
FASTENED TO LOCK STILE 'MOH
48 x 3/4" EH SMS (2) PER BOLT
%ATER 1NEILTRAT109JJAMITA.TIQNS;
WHERE WATER NFL RATION RESISTANCE 5 REQUIRED
LIMIT Ex1EROR LOADS FOR ALL CASES AS roams
esTD'slu--.70.0-Psi-(A k')8 DOORS)p
HI -RISE SAC. .900"PSF(XXDOORS)
.100.0 PSF (N DOORS)
EXCEPT GLASS TYPES '0' & 'H' REWIRE HI -RISE SILL
FOR ALL CASES.
c STD.'S1LL•
•
• • • 111-RIS• !(I* • 11
•• • • • • • o'S.1
• • Ik! ••
• /••DUCT0E%'
uw/IiIIg.AIM6�gWY 9!0'21 •
FML6M60W '..ems
M.p.g. % 406
/k 8F.a8 tc//?
.... •>'5j.zz.17
• • • •
• •
•• ••
• ••
• • •
• • • •
••
•
• o .„C•, •I
nR f
28♦ e•• • •J•
6C'
f • �/ ' d 001F19 9O.�
•.g0�r4./ W04-51J
/FHA4.1 Y� Isneet20(..?.)
L7
FRAME WIDTH
r` Gj
(0)
FE)
STATIONARY PANEL (0) OR SIDEI.ITES
DESIGN LOAD CAPACITY - PSF
CL4.95 TYPES
FRAME HEIGHT
FRAME WOTH
'A'. 'B', 'D'
C, 'F.'
'F'
FT./94.
I9CHES
EXT.(+)
TNT.(-)
EMT.(*)
TNT.(-)
E%i.(+)
TNT.(-)
EM.(+)
.R.(-)
33
70.0
80.0
900
90.0
90.0
90.0
70.0
80.0
6/10 1/2
36
70.0
80.0
67.0
87.0
97.0
87.0
70.0
80.0
39
70.0
800
70.0
80.0
80.3
80.3
80.3
80.3
42
70.0
74.6
74.6
74.6
74.6
74.6
70.0
74.6
33
70,0
80.0
90.0
90.0
90.0
90.0
0
70..
80.0
_ .__ _
7/0
36
70.0
67.00
87.0
87.0
87.0
70.0
80.0 _
39
70.0
_80.0
80.0
60.3
80.3
80.3
1 80.0
70.0
80.0
33
70.0
80.0
67.6
87.6
90.0
90.0
70.0
80.0
8/0
67.0
_. ..-`_
87.0
.
87.0
36
70.0
._.
80.0
87.0
70.0
60.0
D.L OPFN'NGS
D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. DOT. RAIL)
D.L.O. HEIGHT - LEAF HEIGHT - 11.9375* (HI RISE B07. RAIL)
D.L.O. WIDTH - PANEL WIDTH - 4.000'
3/16" H.S. GLASS
\ .090' Inlerlaym
Sentry0loe
\ \By Kunsroy Americo. Inc.'
3/16" H.S. GLASS
P \\\ `\ SLICONC
C J00W CORMNG 795
GLASS TYPE 'A'
.1/8' H.S. GLASS
\ 090' tnlMeyer
SenlryClos
\By 'Kuraroy Amarfca, 6,0.'
\\, r-i/8" H.S. CLASS
,\.\
SILICONE
% DOW CORMNG 795
GLASS TYPE
\--.3/16• H.S. CLASS
'\ 090' Inlerbyer
\ ffy •Kuroroy Amsrka. Inc.'
\ \� - 3/16" H.S. GLASS
X.ONE
� DL1OW CORNING 795
nrr
CLASS TYPE
1/4' H.S. GLASS
\ 090" Inlerloyer
.-• SenlryGl4s
\ By 'Norcroy Americo. Inc.'
g
S /r,
\ GLASS TYPE
SiIALING_OPTID\5
RATER 1NE1)TRATIO 'r ,LJ3ITATIONS'
WHERE WATER INEIL/RADON RESISTANCE IS REQUIRED
U0T EXTERIOR LOWS FOR ALL USES AS FOLLOWS
STD. SILL - +70.0 PSI
HI -RISE SILL 90.0 PSF
'LTD. Sill,
\ i/8" H.S. GLASS 1 r-1/8• H.S. GLASS
\\ 090" Inlerlayer \ .090" M14noyer
-Buioe4e P99 \-Bul998e P48
\ \ By 'Kuroroy Ame! + o, Inc.' \\\By 'Kwar4y Americo. Inc,
\1 \
.•1/8' II . GLASS \\ c5/32' H.S. GLASS
\ 581CONE I \\ \ SILICONE
f 00W CORNING 795 \\, 1 "00W CORNING 795
/
8)-RISE S11I.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
gGLASS TYPE 'C'
i/e N�LA55
\ .090" Inlerbyer
So11ea Cleo AralMColor Gm
' By 'Eoalmen Cmiaol Co.'"
I/O'rH.S. GLASS '` ,-1/8" H.S. GLASS
589008E \\ I SILICONE
.10019 CORNING 795 G g \ \. r WW CORNING 795
3 N tr )
nI
tip.\
I \
6
GLASS TYPE 'G'
GLASS TYPE
-3/16" H.S. GLASS
\\ .090" Merloym
-Sons CM, And C0101' doe.
\ By 'Eostman CHemical Co:
\ --3/16' H.S. GLASS
SILICONE
1 DOW CORNING 795
L
r
� 35
CIASS TYPE 'N'
• •
• • • •
• •
• • • •
• • •
•• • • • • •
/ROBUC F REVISES •
eerMy`e •N9 ns Re*
Issodias CIO
• AmeArat N.N. i OC
(*&i1'nollo..B.ye i /.��7
• • • • • • 9Qbo1pik"
• • • • •
• •
•• ••
• • •
• •
• •
• • •I
•• •,
•
•
•
•
•
•
•
•
•
•
•
MULLION
DESIGN LOAD CAPACITY - PSF
SIOELITE WEN.
1NCNES
FRAME HEIGHT
'V..
ouoR To
SIDEIITE itritioN
SIDEuTie TO
Matra MULL
UNREDIFORCED
REINFORCED
REINFORCED
E11.(.)/114.(-)
IDO.(*)/98.(-)
EXT.( +)/911.(-)
24
27
30
33
36
39
42
6/10-1/2
80.0
80.0
90.0
80.0
50.0
90.0
--
80.0
80.0
90.0
80.0
80.0
60.0
90.0
60.0
87.0
60.0
80.0
80 3
74.6
74.6
74.6
24
27
30
33
36
39
7/0
_ 60.0
- -60.0
80.0
80.0
90.0
90.0
90.0
80.0
90.0
800
80.0
900
87.0
80.0
80.0
SO 0
80.0
80.3
18
21
24
27
30
33
38
8/0
789
74.8
71.1
67.9
650
674
80.0
80.0
90.0
90.0
800
900
80.0
90.0
80.0
900
713.9
90.0
60.1
76 0
87.0
474"--7
,/
uNREINFORC£0 REINFORCED
D049 TO 00Fu1F Tani of
(a)
12
La
OVERALL TORE W. MANI. FRANC 610117
I
...
Lii_
D,1,,
L.
ME DE I SIurt sIOELL
wiDTH wiOTH TE I FRAME SIDEUIE
vnOTH vA0TH
00OR DOOR
FRA
(00
ovERALL FRANE wiDTH
( 000
OVERALL FRWE WIDTH
-11
DoOR
FRANE 1 DOELLTE SDEUTE
vOTH wiOTH .. TOTH
Nt°,
C•D'
/tL
000R
FRAME DOELRE
910174 - WIDTH
OVERALL rR41.IE NLOTH
("c
/1.
(r"
5 • ;, I
REINFORCED
NMI OF T0 846111111E 10.9 1 Why
NOTE:
FOR DOOFtS CAPACITY SEE SHEET 2
FOR S1DEUTE CAPACITIES SEE SHEET 2.1.
FOR SIDEUTE MULLION CAPACITY SEE CHART ABOvE
LOWER VALUES FROM DOORS. SIOEUTE OR DOOR/SIDELITE MULLION
CHART WILL APPLY TO ENTIRE SYSTEM.
SIDEUTE MTH_39 5/8. .166
_.
SNOTE (x) D0�8 900TH
(a 7
/
(4i)
/
DOW% DoOR TRARE 510ELITE
1410T4 WIDTH WIDTH
(*0
SLOCUM W0111 ; SOLITE WIDTH _±
S1DFJJTE W101N
76MAX.
DOUBLE (07) 00011 WENN
DOOR FRAME SMELITE
WIDTH YOODI
( COMO
39 5/8. MAX.
SNGLE (X) 0009 WIDTH
!!)
NOLLTIE SIDEuTt DOOR FITArac
WIOTH wiOTH MOTH
DOOR
FRANE
WIDTH
• • • •
00XXC•XX
•
• • • • • • •
• • •
• • • • • • •
mow t am's,: • ••
soanndylog MO*. •
Inslineleit •
•
40Zno.e.C.-ViAlt....tO
• • • /4 ,7
• •
• • • • 1.41= d
• • • ••
• • • •
4.• • •
•
• •
• 1.4'7.-
• 77
• •
• • • \
"
4.67
° •
•
•
4,104,1_,
drawing no.
1. W04-51
;annL;iiriof 7 )
f
EDGE Del. TOPICAt ANCHORS
, SEE ELEVATIONS
I •
FOR SPACING
qk
-1/2* /
V
1
WEEP SLOT 2
I/SILL AT SIDEUTES
TYP1CAL.MCHORS
SEE ELEVATIONS ,
FOR SPACING
EDGE
rpPPEO
THROW BOLT
PENETRATION
(2-9
0
f •
1/2. INN.
THROW BOLT (1‘...k
PENETRATiON- \
INTO SILL ' ,...,
... ''' „,,„..,.....4
J.
,63 . • ,
...,
,..._.TrPICAL ANCHORS N , - / " \ TrPiCAL ANCHORS
r
3/16' X 'T-1/2" / ...,, ;SEE ELEV. FOR SPACING
WEEP . SLOT ,.
2/ SU_ AT xx DOORS
1/ su. AT x DOORS
r OPFRATI-1 F ITNITS
. - .
11:N\
NOCO SUCK
(?)
ig
•
X
RI M
SEE ElEv. FOR SPACING
E00E DIST.
5/NITS
J10n10nftRA01140 *AU
APPuCABLE TO *cowl"
MD OPER.. umw •
ifl-R}0LFR40.0IJ.L
APPLICABLE TO STATIONARr
AND OPERABLE UNITS
8
vr
2 .
s
••••
• •
0•00&?alvtges , 111.1FP-011
• • •
• • •
EDGE GIST.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS
i SEE ELEVATIONS
FOR SPACING
EDGE DST._.. I
MUMI-0606 COUNTY APPROVED
MULLION & MUNJON ANCHORS
SEE SEPARATE NOA
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
0E10011C f Rkypj
"moMIRY Ci-M fatBlow%
7
W 00 0 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSIEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON NY 'El CO. (F -177 RV, Fr. IS KSI)
INTO 2BY WOOD BUCKS 'OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU IBY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
I-1/4" MIN. EMBED INTO MASONRY (JAMBS)
DIRECTLY INTO CONCRETE OR MASONRY
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1 -3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
I14 SM OR 06 F DRI LING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
0R
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
ALUMINUM: 1/8" THK. MIN. (6063-15 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 K5I MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE MSTAN6f
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE - 4" MIN. •
INTO METAL STRUCTURE - 3=4" •
WOOD AT HEAD OR JAMBS SG - •D• MIN. • • • • •
CONCRETE AT HEAD, SILL OR JAMBS Fe - 3000 PSI MIN. • •
C-40 HOLLOW/FILLED BLOCK A•.•W0SI'• ! 2000 PSI MIN. • •
•
• • • •
• •
• • • •
SEAIANTS: • • • • • •
ALL JOINTS AND FRAME CONOIECTIONS STALED WITH
WHITE/ALUMINUM COLORED SILRQ4R • •
•, .I•;; ,.11ir iTlylliiy
• • •! 1 I,•2 f\1
• •=:r ,T, • 1
•
• •••ei
• / 1L
• • • 1' OF , _J KI.
•• •
\'`%!)rAONAe.0 i s7
•
•
•
•
•
•
•
•
1/X' MAX.
41 110 X VW' SMS
(SE ` • 6' FROM ENDS
/ a IA' O.C. MAX.
L. OPG.
SIDEUIE PAIR WIDTH
L I TYPICAL ANCHORS
FOR SPEC.
FOR SPACING
(21
26
JLtGE OPTION /t
OVERALL FRAME WIDTH
OPTIONAL REINFORCING
SEE SHEET 2.2 FOR CAPACGY
96' X 2' X 96' X 1/8'
FULL LENGTH STL. CXMNJEI
(CARBON STEEL 10 BE PAINTED 0R PLATED)
r1_I}41—`--fll
/ -- VIDE OPTION !T
CONCEALED RUSH BOLTS
AT 10' FROM EACH ENO(11) f
WON LEVERS ON STILE FACE'`] Gj
D.E. OPG.
LEAF WIDTH
EXTERIOR
( OxxO )
(FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS
MUST BE ENGAGED DURING PERIODS
OF HURRICANE WARNING)
) CONCEALED SRUSHIBOLTS
11 WTHDEEOOEHACN500E
FACE
IN -ACTIVE 1F.AF
) AO( OPTION &I.
3 PONT LOCK SYSTEM () (1 CONCEALED FLUSH BOLTS
CH ENO
4 POW LOCK SYSTEM `\ )�r AMFH LEVERS ON INSIDE FACE
r
ACME LEAF
1
r IN -ACTIVE LEAF
• • • •
(gl • ' •
• • • • • •
• I •
25 IA -ACME LEAF
JOCK 15•i2 & it •
/YODUCFMcvlrm • •• ••
NI+PF6•WMM FaF 6r.N • F�+
.�•�/.LL•11..• •
C`F
•
••(• i•
•
dr n r1, ••
W04-51•
l6Neet S 01 7
10900& AN.,
.SEE ELEV.
1 OR SPACING
IDY
- 1W000 E000
VA' Ku. � � ,/.� MAx.
SHIM SPACE !`
� \ — SHI
/TYPICAL ANCHORS
SEE ELEV.
METAL FOR SPACING
STRUCTURE
L
ACTIVE. IAAF
..._. D.L OPG.
LEAF ROTH
39-5/8' MAX.
FRAME WIOTH
EXTERIOR
(8 )3
2� waoo R
OR
SE
0YPICALE ANCHORS
�•- ELEV.
FOR SPACWG
LOCK OPTION 1. 2 OF 3
OPTION 1 SHOWN
OPTIONAL REJ00080NG
SE SHEET 2.2 FOR CAPACITY
x 2' X .96' x 1/8'
FULL LENGTH STL. CHANNEL
(CARRON STEEL TO RE PAINTED OR PLATED)
ACTIVE LEAR
L_
J ®li
(X-0)
LOGL OPTION 1. 2 OR 3
OPTION 1 SHOWN
OPTIONAL TRIM
(H)
( 0-0) • • • •
SIOEUTE TO SIOELITE• •
• • • • • •
• • •
• • • • • • •
P•ODOC EYCVigy •
• 6.0. ibr
1 Cob
Amore,rcl4Z2%DL
• •r
• • • • •
rje
• •
• •
• • .0
••
•
•
•
•
•
2.6.
•
�r••� ppp
`/ dro *flgg no. •
NnlltA'RtC%y` �s eet S.Cof 7'
: �•
ITF31 A PART /
9L'ARn1T
DESCRIPTION
MATERIAL
MANP./SUPPLIEN/RE11AIf05
E53001-I
MALE HEAD
6063-T6
-
2
E53001-2
2
DOOR FRAME JAMB
6063-T6
... _.
3
._ ._ . 2- 1
ESX102-
1
.. ..._._CAST .CAST. __
iME
ME SILL (STANDARD)
........
8083 T5
_'._..._.. .. ....._....-_
-
3A
ES3025
FRAME SILL (NI -RISE)
6063-T5
-
4
E53003-1
A5 RE00.
sonar ADAPTER
6063-T6
-
5
E53004
A5 RE00.
SHEAR PLATE O ANCHOR LOCATg5S
6063-T6
3" LONG
__...6
0 3411'1-1
2/ LEAF
TOP AND BOTTOM RAIL
6063-T5
-
ES3024
2/ LEAF
HI -PROFILE BOTTOM RAIL
6063-T5
-
]
E53006-1
I/ LEAF
_
D00R LEAF JAMB - HINGE SIDE
8083-T5
-_.._____-____..-__
8
fcvtr7-1 1/ LEAF
DOOR LEAF - LOCK SIDE
6063-T6
-
9
E53007-2
1/ LEAF
DOOR LEAF - KEEPER SIDE
6063-T6
-
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. ALFARooQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
Client: Andres Garcia Date: May 22, 2017
Project Name: Angel Residence Engineered By: ALC
Project Desc.: 29 NW 99th St Checked By: KW
Miami Shores, FL 33150
AFC Number: 17-0723 Building Height (ft.) : 12
Design Criteria:
i, Florida Building Code 2014
ii, Wind Loads are calculated as per ASCE 7-10.
General Notes:
- Any deviations from conditions shown on calculations or drawings shall be engineered separately.
- Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation.
- Engineering drawings are checked for structural requirements only.
Additional Notes:
- ROOF TYPE: SLOPED
- RISK CATEGOTY: 2
•
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..
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.
•
.
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. .
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.
.
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Disclaimer:
- This document is not valid without the embossed seal of an engineer
employed by Al-Farooq Corporation.
- No portion of this document may be used or reproduced in any manner.
Unless authorized by signing professional
• ..
• .
•
..
.. .
.
... .
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..
iY 2 3 2017
Javad Ahmad, P.E.IJ FL# 70592
EB C.A.N. #3538
9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfaroocuPafcene.com
Andres Garcia
Coefficient Kh
0.85
Angel Residence
29 NW 99th St
Miami Shores, FL 33150
Coefficient Kzt
1.00
Velocity Pressure Evaluated @z (qz] (lb/ft"2)
56.64
Wind Speed (mph)
Importance Factor
Exposure Category
Risk Category
175
1.00
C
2
Coefficient Kz
0.85
Mean Roof Height [h] (ft) 12.00
Height Above Gnd. Level [z] (ft) 12.00
Horizontal Dimen. of Bldg. (ft) 102.00
Roof Slope (deg.) >10
Type of Building With Impact Protection
Coefficient Kd
0.85
Velocity Pressure Evaluated @h (qh] (Ib/ft^2)
56.64
Component Size
Mark Comp Type W (in) H (in) S (in)
ALL Other
Design Wind Pressures (Ib/ft"2)
Z4+ Z4- Z5+ Z5- In Zone
Gcp Coefficients Gcpi Coeff.
A ft"2 Z4+ Z5+ Z4 Pos Neq
10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 1 40.1 -43.5 40.1 -53.7 r Z5
Z5-
•
.. ... . . . . . ..
.. ... .. . . . ..
• ...
• .
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... ...
• •
....
• • •
ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, t23SS.IQr.8711,AVE 1'4IAI N:FL. 33174. TEL:305-264-8100
... . • . ... •
Engineers Seal
Engineers Name And Signature
':' : DeSi4n DA@' '
• • • ••• • • •
• • • • • • • • • •
. a/2I/2O 17' J •50:11:PM:
Design Reference Number
17-0723
Angel Residence
WSn-174Gcl
2/
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
S (A i E AND COI JNTY RULES AND REGIJI AT1ONS • • • • • •
• •• •
.
•
•..• •
••
.••• •
• •
.• ..
• • .
. •
. . •
Installation of new high impact resistant Exterior Doors and Windows " •
Folio #11-3101-018-0520
29 NW 99th Street. Miami Shores, FL 33150
C PV
AL-FAROOQ CORPORATION
HIS SHEET HAS BEEN REVIEWED
TO VERIFY LOCATION OF
EXTERIOR GLAZING PRODUCTS
WITH RESPECT TO ZONE 4 & 5.
LEY: k-L— DATE: 05/22/'.
*ALL INFORMATION PROVIDED
BY CLIENT
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••
••••
•
••••
NOTES:
Installations of new high impact resistant windows & doors
REVISION N.
DATE
DESCRIPTION
REVIEW
APROBED
DRAFTER:
M.M.
LOCATION:
29 NW 99th SVeet.Miami Shores FL
REVIEW:
CUSTOMER:
PROYECT.
ANGEL
RESIDENCE
DESCRIPTION:
COVER PAGE
DATE:
15/05/2017
SCALE:
NOT TO SCALE
SHEET N':
000
•
• •
••••
INF-BV-002
•
.•
•
U
SLIDING WINDOW XO
57 1/2" x 62 1/2"
24.95 SQ. FT
NOA: 14-0923.10
SLIDING WINDOW XOX
92 1/4" x 62 1/2"
40.03 SQ. FT
NOA: 14-0923.10
SLIDING WINDOW OX
74" x 62 1 /2" e
32.11 SQ. FT
NOA: 14-0923.10
FRENCH DOOR X
35"x81 1/2"
19.80 SQ. FT
NOA: 16-0316.06
SLIDING WINDOW XO
41"x383/8"
10.92 SQ. FT
NOA: 14-0923.10
GARAGE
NOT PART OF PERMIT
SLIDING WINDOW XO (OBS)
41"x383/8"
10.92 SQ. FT
NOA: 14-0923.10
FRENCH DOOR X
39"x791/4"
21.46 SQ. FT
NOA: 16-0316.06
SLIDING WINDOW XO SLIDING WINDOW OX
62" x 62 3/4" 62" x 62 3/4"
27.01 SQ. FT 27.01 SQ. FT
NOA: 14-0923.10 NOA: 14-0923.10
FRENCH DOOR X
391/2"x811/4"
22.28 SQ. FT
NOA: 16-0316.06
1
SLIDING WINDOW XO
EGRESS
61"x505/8"
21.44 SQ. FT
NOA: 14-0923.10
MULLION 1"x4"
NOA: 14-0731.06
FIXED WINDOW
41"x505/8"
14.41 SQ. FT
NOA: 14-0923.08
GROUND FLOOR PLAN 0
CU
J
SLIDING WINDOW XO
O74" x 62 1/2"
32.11 SQ. FT
NOA: 14-0923.10
FIXED WINDOW
41"x505/8"
14.41 SQ. FT
NOA: 14-0923.08
FIXED WINDOW
41"x505/8"
14.41 SQ. FT
NOA: 14-0923.08
SLIDING WINDOW XO
EGRESS
61"x505/8"
21.44 SQ. FT
NOA: 14-0923.10
GENERAL NOTES
♦ ONE STORY STRUCTURE (12 FEET MEAN ROOF HEIGHT)
♦ ASCE 7-10 WIND CODE
♦ ALL PRODUCTS TO BE DADE COUNTY APPROVED
♦ ALL EXTERIOR PRODUCTS TO BE IMPACT RESISTANT ( no shutters needed )
REFER TO PRODUCT APPROVALS FOR SPECIFIC MATERIAL INFO.
••. •
INTERIOR WINDOWS AND DOORS NOT PART OF THIS PERMIT, UNLESS SPECIFIED.•••.
•
•
SLIDING WINDOW OX •• • • •
EGRESS •••••• •
61"x505/8" • •
21.44 SQ. FT • •
••
� •
• • •
• • •
NOA: 14-0923.10 • • • • •
SLIDING WINDOW XO (OBS)
41 " x 38 3/8"
10.92 SQ. FT
NOA: 14-0923.10
FIXED WINDOW
41"x505/8"
14.41 SQ. FT
NOA: 14-0923.08
• • •
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• • •
•• •
AL-FAROOQ CORPORATION
THIS SHEET HAS BEEN REVIEWED
TO VERIFY LOCATION OF
EXTERIOR GLAZING PRODUCTS
WITH RESPECT TO ZONE 4-& 5.
BY: MC- DATE: O2zi13
*ALL INFORMATION PROVIDED
BY CLIENT
•
•
•
• • • •
FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20",
THE MIN. CLEAR HEIGHT REQUIRED IS: 24",
THE MIN. CLEAR OPENING REQUIRED IS: 5.7 SQ.FT.
AND THE MAX. CLEAR SILL HEIGHT REQUIRED IS: 44"
ABOVE INTERIOR FINISHED FLOOR
• •
••
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•
••
• •
• •
NOTES
Installations of new high impact resistant windows & doors
REVISION N.
DATE
DESCRIPTION
REVIEW
APROBED
DRAFTER:
M.M.
LOCATION'.
29 NW 99th Street. Miami Shores, FL
REVIEW:
CUSTOMER:
PROYECT:
ANGEL
RESIDENCE
DESCRIPTION:
WINDOW PLAN & SCHEDULE
FOR RESIDENTIAL AREA
DATE:
15/05/2017
SCALE:
NOT TO SCALE
SHEET N':
100
INF-BV-002
x 0
EGRESS
NOT PART OF PERMIT
x
x
MULLION 1"z 4"
NOA: 14-0731.05
l
x
EGRESS
SOUTH ELEVATION
x
x
0
NORTH ELEVATION
x
x
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AL—Fr'AROOQ CORPORATION
THIS SHEET HAS BEEN REVIEWED
TO VERIFY LOCATION OF
EXTERIOR GLAZING PRODUCTS
WITH RESPECT TO ZONE 4 _& /5.
BY: AL'c— DATE: O IZ...2/r}
`ALL INFORMATION PROVIDED
NOTES:
Installations of new high impact resistant windows & doors
REVISION N.
DATE
DESCRIPTION
REVIEW
APROBED
DRAFTER:
M.M.
LOCATION:
29 NW 99th Street. Miami Shores, FL
REVIEW.
CUSTOMER:
ROYECT.
ANGEL
RESIDENCE
DESCRIPTION:
WINDOW PLAN & SCHEDULE
FOR RESIDENTIAL AREA
Fs Y ULLC.N
DATE:
15/05/2017
SCALE:
NOT TO SCALE
SHEET N.:
200
INF-BV-002
• • • •
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• • • •
•
•
•
x 0
OBSCURE
0 x
EGRESS
x 0
EAST ELEVATION
0
x
0
OBSCURE
WEST ELEVATION
NOTES:
Installations of new high impact resistant windows & doors
REVISION N.
DATE
DESCRIPTION
REVIEW
APROBED
DRAFTER:
M.M.
LOCATION:
29 NW 99th Street. Miami Shores, FL
REVIEW:
CUSTOMER:
PROYECT:
ANGEL
RESIDENCE
DESCRIPTION:
• • • •
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•
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• •
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AL-FAROOQ CORPORATION
THIS SHEET HAS BEEN REVIEWED
TO VERIFY LOCATION OF
EXTERIOR GLAZING PRODUCTS
WITH RESPECT TO ZONE 4 & 5.
BY: AI-C DATE: O ✓Zz/ 1 -
•ALr N n ^IONFP , VIDED
BY CLIENT 15/05/2017
WINDOW PLAN & SCHEDULE
FOR RESIDENTIAL AREA
•
• •
•
SCALE:
NOT TO SCALE
SHEET N
201
INF-BV-002
•