WS-19-1208Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS -05-19-1208
' �=[�M
Permit Type: Windows/Shutters
Llassification: Window/Door Replacement
—P� Permit Status: Approved
Issue Date: 09/24/2019 1 Expiration: 03/23/2020
Location Address Parcel Number
1181 NE 92ND ST, Miami Shores, FL 33138 1132050270340
Contacts
ANDREW & DANIELLE BEYDA Owner CRR GENERAL CONTRACTORS INC Contractor
1181 NE 92 ST, MIAMI SHORES, FL 33138 ALEXANDER M RODRIGUEZ
18255 SW 68 CT, SOUTHWEST RANCHES, FL 33331
Business: 3057107861 arodriguez@crrgc.com
Description: WINDOWS(11) AND DOOR (1) REPLACEMENT Valuation: $ 6,580.00 Inspection Requests:
WITH IMPACT. 305-762-4949
Total Sq Feet: 700.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$4.20
DBPR Fee
$3.30
DCA Fee
$2.20
Education Surcharge
$1.40
Scanning Fee
$9.00
Technology Fee
$5.50
Windows/Shutters Fee
$170.00
Total:
$245.60
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$245.60
Credit Card
09/24/2019 $245.60
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I auth a me ctor.to do the work stated.
Authorized Signature: Owner / Appli ant / Contractor / Agent Date
September 24, 2019 Page 2 of 2
'oM
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
pnBUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
77
FI,,BC 20 n
Master Permit No. KC O/ 1�/ o��9
Sub Permit No. Vv S- nrD ��`r -U08
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: fC [ �!� F2 d
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): AJrj-7 T �c✓11c-«C �jL�l �c. Phone#: ?$�ri -,647 - C-903
Address: !19 1 A} r ci2.�.) Sl�--
City: Min i SkomA State: JF=L, Zip: 3313$
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: V
Address: W77
City: (11/ State:
Qualifier Name:
State Certification or Registration #: G
DESIGNER: Architect/Engineer:
Phone#:�`�l(,?�
y ?
C� Zip::
L Phone#:
� _Certificate of Competency #:
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ e��T-s0 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 6 "q //�C%��✓�, 2! F16"./L eycya�
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $`7 '
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
M"
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
i
Signature _ Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of-/�/�M'� 20 )"1reby
d"t ?)n (iig who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: l'
Print:
Seal: " ••" TRACY LLOPEZ
MY COMMISSION # GG 340105
,� oho; EXPIRES: June 20, 2023
• °"� • Bonded Thru Notary Publiq Undwwft rB
APPROVED BY G
(Revised02/24/2014)
as
The foregoing instrument was acknowledged before m� a this
12 day of �k o
� 20 1 I , by
�C11hd%JY '1Ocv; L47 -who is personally known to
me or who has prod�d V I 1 CO KSS as
identific do and o di
aka an oath.
0"
OTAR PUB IC:
R/
����y�:•••oN•FTO 1",
Sign:
a = ••� •*
Print:
OGG 287268
I r"�,
Seal:
iV..,-g•........ •' N
Plans Examiner
Structural Review
Zoning
Clerk
Contract
1. Repair girder in kitchen area to match plan detail.
2. Fill pending exterior block wall cells with concrete.
3. Stucco all repaired exterior walls including eves.
4. Install new insulation (R-4 on walls R-19 in ceilings).
5. Complete installation of ceiling drywall (labor only, material onsite).
6. Install Durock around tub & shower walls (Labor only, material onsite).
7. Install moisture resistant drywall on remaining bathroom walls (Labor
only, material onsite).
8. Install drywall on all remaining interior walls.
9. Skim coat Great room and Dining room ceiling to level.
10. Install 10 new S.0 wood interior doors with hardware.
11. Install new tile in bathrooms (around tub, showers and floors).
12. Paint interior including doors, casing and baseboards (1 coat primer
and 2 coats paint).
13. Paint exterior including wood fascia (1 coat primer and 2 coats paint).
14. Install new flooring on all floors except bathrooms
(Labor only).
15. Install 3 new bathroom enclosures.
16. Install new 5 Y. wood baseboard.
17. Remove existing asphalt driveway and install new concrete pavers.
18. Touch up paint and final cleaning when work is completed.
19. Confirm new windows and exterior door are installed correctly.
COMMERCIAL• RESIDENTIAL• INDUSTRIAL
4474 Weston Road. PMB 107.Davie, FL 33331.Ph. 305.710.7861
Email.Info@crrgc.com
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State Cert, C G.0 049104
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Client: Andrew Beyda
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1181 NE 92 St
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Miami Shores, FI 33138
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Contract
1. Repair girder in kitchen area to match plan detail.
2. Fill pending exterior block wall cells with concrete.
3. Stucco all repaired exterior walls including eves.
4. Install new insulation (R-4 on walls R-19 in ceilings).
5. Complete installation of ceiling drywall (labor only, material onsite).
6. Install Durock around tub & shower walls (Labor only, material onsite).
7. Install moisture resistant drywall on remaining bathroom walls (Labor
only, material onsite).
8. Install drywall on all remaining interior walls.
9. Skim coat Great room and Dining room ceiling to level.
10. Install 10 new S.0 wood interior doors with hardware.
11. Install new tile in bathrooms (around tub, showers and floors).
12. Paint interior including doors, casing and baseboards (1 coat primer
and 2 coats paint).
13. Paint exterior including wood fascia (1 coat primer and 2 coats paint).
14. Install new flooring on all floors except bathrooms
(Labor only).
15. Install 3 new bathroom enclosures.
16. Install new 5 Y. wood baseboard.
17. Remove existing asphalt driveway and install new concrete pavers.
18. Touch up paint and final cleaning when work is completed.
19. Confirm new windows and exterior door are installed correctly.
COMMERCIAL• RESIDENTIAL• INDUSTRIAL
4474 Weston Road. PMB 107.Davie, FL 33331.Ph. 305.710.7861
Email.Info@crrgc.com
Page 2
Items NOT Included in this Contract:
1. Bathroom tile
2. Appliances
3. Wood floor material
4. Landscaping and irrigation
5. Any items not mentioned in this Contract
Note: CRR General Contractors Inc. will not assume responsibility for work
that has already been completed and has passed Inspection by previous
contractor. CRR General Contractors Inc. will coordinate with all existing
subcontractors to complete the project.
We hereby propose to furnish permits, materials and labor necessary for the
completion of the above referenced project in accordance with the specifications
outlined above for the sum of: Sixty Thousand ($60,000) Dollars.
Payment Schedule:
20% deposit ($12,000.00) due at contract execution.
20% when plumbing, electrical and mechanical rough and filled cells inspected
and approved. Insulation installed and inspection approved.
20% when drywall installed, Interior doors hung and interior paint and tile work
commences.
20% when tile work, exterior stucco and exterior paint completed.
10% ($6,000.00) Interior floors installed, interior paint completed and bath
enclosures installed.
10% when work and final inspections are completed.
The number of calendar days available to the Contractor to substantially
complete the Work is the Contract Time. The date of commencement of the work
shall be the date of this Contract unless otherwise indicated below. The
Contractor shall substantially complete the Work no later than (120) calendar
days from the date of commencement. If the Contractor is delayed at any time in
progress of the Work by changes ordered in the Work, or by MEP disputes,
weather, unusual delay in deliveries, unavoidable casualties or other causes
beyond the Contractor's control, the Contract Time shall be subject to equitable
adjustment.
All material Is guaranteed to be as specified. All work to be completed In a substantial workmanlike manner according to
spedficalions submitted, per standard practices. Any alteration or deviation from above speclflcetlon Involving extra cost
will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements
contingent upon strikes, accidents, or delays beyond our control. Owner to carry (Ire, tomado, and other necessary
insurance. Our workers are fully covered by Workers Compens a ce.
atlon incur, in
Contractors Signature/Date _
NOTE: This Contract may be wit drawnby us if not accbpted within fifteen (15)
days.
ACCEPTANCE OF CONTRACT. The above prices, specifications and conditions aro satisfactory and
are hereby accepted. You are awno Ized to ac a rsvyr9c as epWed. Payment will be made as outlined above
Signature z,�-�'JG Date of Acceptance: On
NOTE: TtvCn )ct may be withdrawn by us if not accepted wi5)
days.
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Note: CRR General Contractors Inc. will not assume responsibility for work
that has already been completed and has passed Inspection by previous
contractor. CRR General Contractors Inc. will coordinate with all existing
subcontractors to complete the project.
We hereby propose to furnish permits, materials and labor necessary for the
completion of the above referenced project in accordance with the specifications
outlined above for the sum of: Sixty Thousand ($60,000) Dollars.
Payment Schedule:
20% deposit ($12,000.00) due at contract execution.
20% when plumbing, electrical and mechanical rough and filled cells inspected
and approved. Insulation installed and inspection approved.
20% when drywall installed, Interior doors hung and interior paint and tile work
commences.
20% when tile work, exterior stucco and exterior paint completed.
10% ($6,000.00) Interior floors installed, interior paint completed and bath
enclosures installed.
10% when work and final inspections are completed.
The number of calendar days available to the Contractor to substantially
complete the Work is the Contract Time. The date of commencement of the work
shall be the date of this Contract unless otherwise indicated below. The
Contractor shall substantially complete the Work no later than (120) calendar
days from the date of commencement. If the Contractor is delayed at any time in
progress of the Work by changes ordered in the Work, or by MEP disputes,
weather, unusual delay in deliveries, unavoidable casualties or other causes
beyond the Contractor's control, the Contract Time shall be subject to equitable
adjustment.
All material Is guaranteed to be as specified. All work to be completed In a substantial workmanlike manner according to
spedficalions submitted, per standard practices. Any alteration or deviation from above speclflcetlon Involving extra cost
will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements
contingent upon strikes, accidents, or delays beyond our control. Owner to carry (Ire, tomado, and other necessary
insurance. Our workers are fully covered by Workers Compens a ce.
atlon incur, in
Contractors Signature/Date _
NOTE: This Contract may be wit drawnby us if not accbpted within fifteen (15)
days.
ACCEPTANCE OF CONTRACT. The above prices, specifications and conditions aro satisfactory and
are hereby accepted. You are awno Ized to ac a rsvyr9c as epWed. Payment will be made as outlined above
Signature z,�-�'JG Date of Acceptance: On
NOTE: TtvCn )ct may be withdrawn by us if not accepted wi5)
days.
Miami Shores Village TA2 Zi)19
Building Department,
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 20
BUILDING Master Permit No.) U 0 1 _-Yl - 2 I o
PERMIT APPLICATION Sub Permit No. WS' 05-1` - i IN
❑BUILDING (] ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
[]PLUMBING n MECHANICAL (PUBLIC WORKS ❑ CHANGE OF [:)CANCELLATION ❑SHOP
(�� CONTRACTOR DRAWINGS
!OB ADDRESS: 1.12 / )-)-t q 2 `�"'
QtYL Miami Shores County: Miami Dade Zia:
Folio/Parcel#: Is the Building Historically Designated: Yes _ NO
Occupancy Type: Load: ConsL_Oto
ruction Type: Flood Zane:
OWNER: Name (Fee Simple Titleholder): �.
(
Address !/Cz/ tJ-c `Zr.? 1�
City:i
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: r
Address:—J2-i)10 5�'D
City: _ -0 o cc
Qualifier Name: '
State Certification or Registration #:
Is . State:
BFE: FFE:
hone#:
ne#:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit: $ G 5 G o - ° o Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration _"D NewRepair/Replace ❑ Dem olitio
Description of Work: W� ✓� dem: � z cfi� 1 2 C C.Q Vk)42� - u7 1 Cr
„D� �►,�o �S
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary S
Technology Fee $
Structural Reviews $
(Rev1sed02/24/2014)
Training/Education Fee $ Double Fee $
Bond $ _
TOTAL FEE NOW DUE $
+r �
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
Zip
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: 1 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 $2SOO, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
Inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
hday of APrt 1 , 20 11 by
An r'et.! ��Gt4L , who is personally kg.W to
me or who has produced
identification and who did take an oath.
as
Signature
CO RACTOR
The foregoing instrument
was acknowledged before me this
—;+ -h day of /�(, r 1 ( 20 cl by
who is personally known to
me or who has produced Luz�2 as
identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC: /
Sign -A y1"' Sign•
Sig .�_ /1�
Print: ��-1 "t"eL Print: - ,
Seal: ,, �. TRACYL720DI
Seal: rr'
+t? BARBARA GARCtA
it: ' A (AY 0361 SS10* • ion i (fir 187164
t EXPIRES: Ju,E Wit B F y 18' 20�
rrrrrrrrr rrrrtrrrrrrrrrrrrrrrrssrrrtrrstrsrrrrsrarrsi�i�i�lam!*rsswrrsr*rrrr
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revlsed02/24/2014)
0
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
1
Date Print Name
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
C Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
k C Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
K C Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
k [j Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
AM] If Owner is doing the work, include the Owner Builder Disclosure.
n ❑ Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
salwalwifiiiik
M60-DADE
707,110
DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
ISS (RET 11805 SW 26 Street, Room 208
T V D T(786)315-2590 F(786)315-2599
]) 1 www.miamidade.gov/economy
Eco Window Systems, LLC MAY 8
8502 NW 90" Street
Medley, Fl. 33166
SCOPE: ��
This NOA is being issued under the applicable rules and r lations 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 County4roduct
Control Section (In Miami—Dade County) and/ or the AI -1J (in areas other than Mimi—Qaje Cou*rp y ) reserve • • • • • •
the right to have this product or material tested for quality assurance purposes. If t111s Iltoduct br:aterial • •
fails to perform in the accepted manner, the manufacturer will incur the expense of %Ml idsting Ad th8 AHJ"" •'
may immediately revoke, modify, or suspend the use of such product or material w*161 their jurisdiction.:....:
RER reserves the right to revoke this acceptance, if it is determined by Miarrri-Vacle County Product* •
Control Section that this product or material fails to meet the requirements of-the-ap �i[�a**Le, build�"},� ode. : *: • � •
�" '1 C��•Ia 1' 'f C 1 . 0 0 0 0
This product is approved as described herein, and has been designed to comply vjj;11Aitl-Flori'tl.%WIding......
Code, including -the High Velocity Hurricane Zone. 09000* 9
DESCRIPTION: Series "ECO -Guard Clipped" Aluminum Tube Mullion — L.M.I. • • • • • •
0000..
APPROVAL DOCUMENT: Drawing No. _M14-01 Rev. A, Series titled "AluNgti14 Tubg ?4-gHion", ; • • • •
sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared b) .AM-Pkooq
Corporation, signed and scaled by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control
Section Revisidn stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade
County Product Control Section_
-SSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following. statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively aff-ecting 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, f6r sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the. job site at the request of the Building Official.
This NOA revises NOA No. 14-0529.16 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 Jo be M. Piasencia, P. E.
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February 22, 2018
U Z/1 L I 1 Page 1
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through
09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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, TA,S 1002-94 ......
3) Water Resistance Test, per FBC, TAS 202-94 ; •; • •
. .... .. . ......
along with marked—up drawings and installation diagram o a clipped aluminum
mullion at fixed windows, prepared by Hurricane Engineering ,Testing. fqp., Tei ....
Report No. HETI-08-2192A, dated 41/15/09, signed and sealadb} Candida . Font,....
P. E.•
...... ... .....
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2VI *94 ""' •
2) Cyclic Wind Pressure Loading per FBC, TMM-94 • • • 0 •
along with marked—up drawings and installation diagram pf a .clippe4• 2htAiinum
00
mullion at a fixed window/ a single hung window, prepared by U!Acane �ngi+neering"'
& Testing, Inc., Test Reports No.'s HETI48-2192B and HETI-08-22660, both
dated 01/15/09, signed and sealed by Candido F. Font, P. E.
4. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
.along with marked—up drawings and installation diagram of a clipped aluminum
mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. IiETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font,
P. E.
C. CALCULATIONS -
1. Anchor verification calculations and structural analysis, .complying with FBC-2010
and FBC 51h Edition (2:014), prepared by Al—Farooq Corporation, dated 05/05/14,
signed and sealed by Javad Ahmad, P. E-
D. QUALITY ASSURANCE
1. Mi rni—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None..
E-1
Jorge M. Plasencia, P. E.
P uct Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February 22, 2018
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and .complying with
FBC 2010 and FBC 51' Edition (2014), issued by Al-Farooq Corporation,
dated 05/23/14, signed and sealed by Javad Ahmad, P. E.
2. Department of State Certification of Eco Window Systems, LLC as a limited liability
company, active and organized under the laws of the State of Florida, dated 03/21/13
and signed by Kurt S. Browning, Secretary of State.
3. Laboratory compliance letter for Test Reports No.'s HETI-A862192A,
HETI48219211; HETI-08-2166A and HETI-•08-2166C; . all * i%t d by... •
Hurricane Engineering & Testing, Inc., dated 01/15/09, Signed and•se*d by •
Candido F. Font, P. E. """ Go0
4. Proposal No. 084236 issued by the Product Control, date -4.Q§/04/0%. signed by• • • •
Manuel Perez, P. E.
.... . 9&99 .....
...... .. . .....
G. OTHERS •• •• •• ••••••
1. None.
. . . . . ......
2. NEW EVIDENCE SUBMITTED • • • •
A. DRAWINGS
1. Drawing No. M1441 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1
through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Structural analysis, complying with FBC 6` Edition (2017)., prepared by Al-Farooq
Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E.
D_ QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTWICATIONS
1. None.
E-2
urge M. Plasencia, P. E.
Prodifit Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: Octaber 23, 2019
Approval Date: February 22, 2018
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 6tb Edition (2017) and of no financial
interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad
Ahmad, P. E-
G. OTHERS
1. This NOA revises NOA #14-0529.16, expiring on 10/23/19.
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February22, 2018
E-3
•0.0
• •
0000
0000*••
• • •
•
•••0••
•• •
00000•
•
00000•0
• }
0 .000•
0000
• ••
0000•
• •
•00.0•
•• •
•000•
• •
• 0 •
60 00
00
0000••
•
•
• •
• •
0000••
•000••
• • •
0000••
•• •
• 00
• •
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February22, 2018
E-3
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI—DADE CO -LINTY APPROVED
IMPACT AND NUN—IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING M:UUJON PROP-_ERT]a ONLY
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WO 00 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL i3E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANLIF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY_
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE
MATERIALS INCLUDING -BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR 'A SITE SPECIFIC PROJECT, Le- LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND 0 ENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN- THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
INSTRUCTIONS.
USE CHARTS AND GRAPHS AS FOILLO S.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
-FOR PARTICULAR OPENING.
S1EP 2 USE MIAW—DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS
STEP 5 ON SHAT 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
----- � -- -- ��__===moi ---T-----i
It u 3 u
III !
4.000 I! II III __—_-
1S
[TYPICAL
WINDOW FRAME /
6.000
L2.000
TUBULAR SHAPES
ALLOY = 600-T6
T_
j 111 r1 j
j 1 11 1 j
{ 1 11 I {
till
I I I 11 _ TYPICAL
�I GLAZING PRODUCT
ll
JL� I t �L12JLJ�
��
_SS v0 S
I
1.0t
If
If
!I
3.000
4.000
'
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
0
0000••
•
•
•
0000••
0••00•
•••••
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ori
7
Q
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l,ltilillll!ltOJ
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!
S 25i f�
S . VYBPE&c
v
\ • 1
�1
PRODUCT REVISED
� �� ��
On
o
as complying with -the Florida
Building CodeW
17-1=218.14
�-
:
M m n
-`Expiration
MOA-No.
�
Pdd
Date 10/23/2019
,1 STTIE OF
� I j OP,, �; ieAM14-01
drawin no.
9
Miami -D roduct Controlf����`sheet
1 of 9
0000••
•
•
•
0000••
0••00•
•••••
000.0
0000••
•
•
•000••
••0.0•
•
—j 1_000 jm 125
3.000 .125
.125
25
3.
125
4.
125 f 4•I
Ia = IN\4
Ix = 2.0374 IN\4
Ix = 1.538 IN\4
Ix = 3.1878 IN\4
.9502
Sx _ .6335 I4\3
S% = 1.0187 IN\a
Sx = 1.0254 IN\3
Ss 1.5939 IN\3
1 X 3
1 X 4
1 X 3
1 X 4
STD. MULLION
STD, MULLION
CUSTOM MULLION
CUSTOM MULLION
6063-T6
6063-T6
6063-T6
6063-T6
2.
1/2'
MIN_
e
ANGLE CLIP
6063-T6
NOTCH
OFnONAL
1/2'
MM.
a
M!N_
MULLION CLIP
6063-T6
2.125
Ix = 2.9762 IN\4
SS 1.4881 IN\3
2 X 4
STD. -MULLION
6063-T6
NOTCH
OPTIONAL
1/27'
-MIN.
e 1/2'"_
MfN.
MULLION CLIP
6063-T6
.125
125
B.
Ix = 8.2757 IN\4
Sx = 2_7586 IN\3
2- X 6
STD. MULLION
6063-T6
.125
25
6.
Ix = 15.2031 IN\4
Sz - 5.0677 IN\3
2 X 6
HEAVY MULLION
5063 T6
.250
o
I
Z g n
0 Z 0
2 � N
Oo ,LLI0
CL
LLI
v C��
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Io -OZI,e d
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• V•
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•p
i! • 0
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.2 A.
•w
M }•'� •
•
D
~.t rrl N
00 LO
00 1cc
_Z Z m
zL0
J
M
Q 0Li p��v
I 'm
U
m
LL
cn
00
0
f � r
PRODUCT REVISED- ~
as compg with the Florida _ T 2
lyinS: a
C� o
13ur'hiing Code
NOA-No. 1-7.1218,14
Expiration -Cate 1 012 312 0 1 9 \ �® TA1E = •��\ drawing no.
Miami-�Prodct--ttrol //1�`�� ` (sheet 2 of Q
•
•
•
ALL LOADS ARE EXT.(+)/INT.(--)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
PSF (TUBE MULLIONS)
VERTICAL
WgUOW
DIMS. 1
1 X 3
STD.
120.0
1 X 4
STD.
120.0
1 X 3 1 X 4
CUSTOM CUSTOM
120.0 120.0
2 X 4
STD.
120.0
2 X 6
STD.
120.0
2 X 6
HEAVY
120.0
WIDTH (W)
26-1/2'
30"
37'
42"
El38-3/8'
84'
60'
66'
72'
MULL SpANJ
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120-0
120.0
120_0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
26_7 50.7 43.2 76.7 79.7 120.0
112.5 120.0 120.0 120.0 120.0 120.0
120.0
102.3 120.0 120.0 120.0 120.0 120.0
120.0
93.8 120.0 120.0 120.0 120.0 120.0
120.0
19-1/8•
26-1/2'
30'
37'
42'
48
54'
60'
66'
72'
42'
120.0
120.0
120.0
120.0
120.0
120.0
120.
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120-0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
1 120.0
116.8 120.0 120.0 1-20.0 120.0 120.0
120.0
t03.8 120.0 120.0 120.0 120.0 120.0
120.0
93.4 120.0 120.0 120.0 120.0 120.0
120.0
84.9 120.0 120.0 120.0 120.0 120.0
120.0
77.9 120.0 120.0 120.0 120.0 120.0
120.0
19-1/8"
26-1/2'
3p-
37`
42'
48'
54'
60'
66"
72•
50-5/B" `
1'20.0
1120.0
120.0
120-0
120.0
120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0 120.0
120.0
103.1 120.0 120.0 120.0 120.0 120.0
120.0
90.8 120.0 1120.0 120.0 120.0 120.0
120.0
79.5 120.0 120.0 120.0 120.0 120.0
120.0
70.6 112.5 111.6 120.0 120.0 120.0
120.0
63.6 101.3 100.4 120.0 120.0 120.0
120.0
57.8 92.1 91.3 120.0 120.0 120.0
120.0
53.0 .84.4 83.7 120.0 120-0 120.0
120.0
19-1/8"
26-1/2'
30'
37'
42'
48'
54"
60'
66'
72"
63'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
89.0 120.0 120.0 1.20.0 120.0 120.0
120.0
78.6 120.0 120.0 120.0 120.0 120.0
120.0
63.7 104.3 1032 120-0 120.0 120.0
120.0
56.1 91.9 90.9 120.0 120.0 12x0
120.0
49.1 80.4 79.5 120.0 120.0 120.0
120.0
43.7 71.5 70.7 108.3 111.5 120.0
120.0
39.3 64.3 63_6 97.5 1OQ.3 120-0
120.0
35.7 58.5 573 88.6 91.2 120.0
120.0
32.7 53.6 53.0 81.3 1 83.6 120.0
120.0
ALL LOADS ARE EXT.(+)/INT.(--)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
PSF (TUBE MULLIONS)
VERTICAL
WINDOW DIMS.
1 X 3
STD.
1 X4
STD.
1 X 3 1 X 4
CUSTOM CUSTOM
2 X 4
STD.
2 X 6
STD.
2 X 6
HEAVY
WIDTH (W)
MULL SPAN
26-1/2'
30"
37"
42'
48"
54'
60'
66'
72'
74-1/4"
75.3
120.0
120.0
120.0
120.0
120.0
120.0
54.3 103.4 88.0 120.0 120,0 120.0
120.0
48.0 91.3 77.7 120.0 120.0 120.0
120.0
38.9 74.0 63.0 111.9 116.3 120.0
120_0
34.3 652 55.5 98.6 102.4 120.0
120.0
30.0 57.1 48.6 86.3 89.6 120.0
120.0
26_7 50.7 43.2 76.7 79.7 120.0
120.0
24.0 45.7 38.969.0 71.7 120.0
120.0
21.8 41.5 35.3 62.7 65.2 119.7
120.0
- 38.0 32.4 57.5 59.7 109.7
120.0
19-1/8'
26-1/2'
30'
37•
42'
Q.
54"
60"
66'
72'
fl4"
52.0
110.6
84.2
120.0
120.0
120.0
120.0
37.5 79.8 60.B 120.0 117.7 120.0
120.0
33.2 70.5 53.7 106.3 104.0 120.0
120.0
26.9 57.2 43.5 86.2 84.3 120.0
j 120.0
23.7 50.4 38.3 76.0 74.3 120.0
120.0
20_7 44.1 33.5 66:5 65.0 120.0
120-0
- 39.2 29.8 59.1 57.8 113.5
120.0
- 35.3 26.B 53.2 52.0 102.2
120.0
- 321 24.4 48.3 47.3 92.9
12D.
- 29.4 22.4 44.3 43.3 85.2
120.0
19-1/8'
26-1/2"
30'
37"
4.2"
48"
54"
60'
66"
72'
96'
34.8
74.8
56.4
116.9
109..3
120.0
120.0
25.1 54.0 40.7 84.4 78.9 120.0
120.0
22.2 47.7 36.0 1 74.5 69.7 120.0
120.0
- 38.7 29.2 60.4 56.5 120.0
120.0
- 34.1 25.7 53.2 49.8 110.9
120.0
- 29.8 22.5 46.6 43.5 97.0
120.0
- 26.5 - 41.4 38.7 862
120.0
- 23.8 - 37.3 34.8 77.6
120.0
- 21.7 - 33.9 31.7 70.6
120.0
- - - 31-1 29.0 64.7
118.3
19-1/8'
Tit "
37"
42"
48'
60"
66"
72'
108•
-
-
-
82.1
76.8
120.0
120.0
59 3 55.4 120.
1:20.0
523 46S 120.0
120.0
- - - 424 39.7 1 98.7
120.0
- - - 37.4 35.0 87.0
120.0
- - - 32.7 30.6 76.1
120.0
29.1 27.2 '67.6
120.0
- - - 26.2 24.5 60.9
111.3
- - - 23.8 22.2 55-3
1 -1012
- - - 21.8 20.4 50.7
1 92.7
ALL LOADS ARE EXT.(+)/INT.(--)
PRODUCT
GLAZING ING
PRODUCT III PRODUCT
W1 W2 lo --
NOT
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS
W1 T w2 PRCD-UCT REVISED
Wf DTr! (W) = as complying with the Florida
2 Building Code
DA�No. 17-121-8.14
Expiration Date 10/23/2019
MULLI 0 N S By
Mia rD -Product Control
V)
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0
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DESIGN LOAD CAPACITY -
PSF (TUBE MULLIONS)
VERTICAL
WINDOW DIMS.
1X3 1 X 4
STD. STD.
1 X 3 1 X 4
CUSTOM CUSTOM
2 X 4
STD,
2 X 6
STD.
2 X 6
HEAVY
WIDTH (W)
MULL SPAN
26-1/2'
42'
48'
54"
60"
66'
72'
120'
GLAZING
59.9
56.0
120.0
120.0
- - - 43.2 40.4 110.9
120.0
38.2 35.7 97.9
120.0
30.9 28.9 79.4
120.0
- - - 27.3 25.5 69.9
120.0
- - - 23.8 22.3 61.2
111.8
- - - 21.2 - 54.4
99.4
- - - - - 49.0
89.5
- - - - - 44.5
81.3
- - - - - 40.8
74.6
19-1/8'
26-1/2'
30"
37'
42'
48'
54"
60"
66'
72"
132'
- -
- 45.0
42.0
116.8
120.0
- - - 32.5 30.3 84.3
120.0
- - - 28.7 26.8 74.5
120.0
- - - 23.2 21.7 I 60.4
110.8
- - - 20.5 - 53.2
97.6
- - - - - 46.5
85.4-
5.454"
- - - - - 41.4
75.9
- - - - - 372
68.4
- - - - - 33.8
62. t
- - - - - 31.0
57.0
19-1/8
26-1/2'
30'
37'
42'
48'
54'
W.
66'
72'
144"
- -
- 34.6
32.4
90.0
120.0
- - - 25.0 23:4 64.9
119.2
- - - 22.1 20.6 57.4
105.3
- - - - - 46.5
85.4
- - - - - 41:0
75.2
- - - - 35.8
65.8
- - - - - 31.9
58.5
- - - - - 28.7
52.6
- - - - - 26.1
47.9
- - - - - 23.9
43.9
ARCHES TO BE
INSME ti ,'%NGUL4R S IFfAPE
�HDRIZONTAL MULLION
PRODUCT
GLAZING ING
PRODUCT III PRODUCT
W1 W2 lo --
NOT
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS
W1 T w2 PRCD-UCT REVISED
Wf DTr! (W) = as complying with the Florida
2 Building Code
DA�No. 17-121-8.14
Expiration Date 10/23/2019
MULLI 0 N S By
Mia rD -Product Control
V)
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0
Z cc
I
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°j N O
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1/14/
00` 0
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MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
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(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS
W1 T w2 PRCD-UCT REVISED
Wf DTr! (W) = as complying with the Florida
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Expiration Date 10/23/2019
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DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACPfY - PSF
•
WINDOW DIMS.
WINDOW DIMS. I
ANCHORS TYPE
ANCHORS TYPE
z:
WIDTH (W)
WIDTH (W)
MULL SPANI
A2
A4
A6
B2
B4a
B4b
19-1/8-
26-1/2"
30'
37'
42'
48"
54'
60'
66"
72'
12Q0
120.0
120.0
120.0
120.0
120.0
120.0
120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 1 120.0 101.4 120.0
120.0
120.0 120.0 120.0 89.3 120.0
120.0
38-3/8'
120.0 120.0 120.0 78.2 112.6
120.0
108.4 120.0 120.0 69.5 100.1
120.0
45.8 79.9 119.9 29.4 42.3
97.6 120.0 120.0 625 90.1
120.0
88.7 120.0 120.0 56.9 81.9
113.7
81.3 120.0 120.0 52.1 75.0
1042
19-1/8'
26-1/2'
30'
37'
42'
48'
54'
60'
66'
72'
42'
120.0
120.0
120.0
120.0
120.0
120.0
120.0 120.0 120.0 120.0 120.0
120.0
120.0 120.0 120.0 114.3 120.0
120.0
120.0 12CO 120.0 92.7 1200
120.0
120.0 120.0 I 120.0 81.6 117.6
120.0
111.4 120.0 T20.0 71.4 1.029
120.0
99.0 120.0 120.0 63.5 91.4
120-0
89.1 120.0 120.0 57.1 823
T14.3
810 120.0 120.0 513 74.8
103.9
74.3 120.0 120.0 47.6 68.6
95.2
19-1/8'
26-1/2-
30"
37'
42'
48"
54"
60'
66'
72"
50-5/8'
120.0
120.0
120.0
120.0
120.0
120.0
120.0 120.0 120.0 1007.3 120.0
120.0
120.0 120.0 120.0 94.8 120.0
120.0
119.9 120.0 120.0 76.9 110.7
120.0
105.7 120.0 120.0 67.7 97.5
120.0
.92.4 120.0 120.0 59.3, 1 85.3
118.5
822 120.0 120.0 52.7 75.9
105.3
74.0 120.0 I 120.0 1 47.4 68.3
94.8
67.2 117..2 1200 43.1 62.1
86.2
61.6 107-5 120.0 39.5 56.9
79.0
19-1/8*
30'
37'
42"
48
54"
60'
66`
72"
63"
120.0
120.0
120.0
119.5
120.0
t200
120.0 120.0 t20.0 86.3 120.0
120.0
118.9 120.0 120 762 103.7
12o.0
96.4 1.20.0 1 120.0 61-8 89.0
120.0
84.9 120.0 120.0 54.4 78.4
108.8
74.3 120.0 120-0 47.6 68.6
952
66.0 115.1 120.0 42.3 61.0
84.7
59.4 103.6 1120.0 38.1 54.9
76.2
54.0 94.2 1 120.0 34.6 49.9
I 69.3
49.5 86-3 120.0 31.7 45.7
63.5
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
•
WINDOW DIMS.
WINDOW DIMS.
ANCHORS TYPE
ANCHORS TYPE
z:
WIDTH (W)
MULL SPAN
A2
A4
A6
112
B4a
134b
19-1/8-
26=1/2'
30'
37'
42•
48'
54'
60'
66'
72'
74-1/4"
12Q0
120.0
120.0
101.4
120.0
120.0
114.2 120.0 120.0 73.2 105.4
120.0
100.8 120.0 120.0 64.6 93.1
120.0
81.8 120.0 120.0 52A 75.5
104.8
72.0 120.0 120.0 452 66.5
92.4
63.0 109.9 120.0 40.4 582
80.8
56.0 97.7 120.0 35.9 51.7
71.8
50.4 87.9 120.0 32.3 46.5
64.6
45.8 79.9 119.9 29.4 42.3
58.8
42.0 73.3 109.9 26.9 38.8
53.9
19-1/8"
26-1/2"
30'
37•
42'
48"
54"
60'
66'
72•
84"
1
120.0
120.0
120.0
89.6
120.0
120.0
100.9 120.0 1200 64.7 93.2
120.0
89.1 120.0 120.0 57.1 82.3
1142
72.3 120.0 12015 46.3 66.7
92.7
63.7 111.0 120.0 40.8 58.8
81.6
55.7 97.1 120.0 35.7 51.4
71.4
49.5 86.3 120.0 31.7 45.7
63.5
44.6 77.7 116.6 28.6 41.1
57.1
40.5 70.6 106.0 26.0 37.4
51.9
37.1 64.8 97.1 23.8 34.3
47.6
19-1/8"
25-1/2'
30'
37"
42"
48"
54"
60'
66"
72"
g6'
120.0
120.0
120.0
78.4
112.9
120.0
88.3 120.0 120.0 56.6 81.5
113.2
78.0 120.0 120.0 50.0 720
100.0
-53.2 11.0.3 120.0 40.5 58.4
81.1
55.7 97.1 120.0 35.7 51.4
71.4
48.8 85.0 120.0 31.3 45.0
62.5
43.3 75.6 113.3 27.8 40.0
55.6
39.0 68.0 102.0 25.0 36:0
50.0
35.5 61.8 92.7 227 327
45.5
56.7 85.0 20.8 30.0
41.7
19-1/w
3D
37"
42•
48'
54'
60'
66'
72'
108"
120.0
120.0
69.7
100.4
120.0
120.0 120.0 50.3 72.5
P49.
100.6
120.0 120.0 44.4 64:0
88.9
98.0 120.0 36.0 51.9
72.1
8613 120.0 31.7 45.7
63.5
43.3 75.6 113.3 27.8 40.0
55.6
38.5 67.2 100.7 24.7 35-6
49.4
34.7 60.4 90.7 222 32.0
44.4
31.5 54.9 82.4 20.2 29.1
40.4
28.9 50.4 75.6 - 26.7
37.0
ALL LOADS ARE EXT.(4)/iNT.(-).
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
F �Z-CHORS
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ANCHORS
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DESIGN LOAD CAPACITY - PSF
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1
WIDTH (W)
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A4
A6
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134b
1-9-1/8'
26-1/2"
30'
37'
42•
48'
54"
60'
66'
72"
120"
97.9
120.0
120.0
62.7
90.4
120.0
70.6 120.0 120.0 45.3 65.2
90.6
62.4 los.8 120.0 40.0 57.6
80.0
50.6 88.2 120.0 32.4 46.7
64.9
44-6 77.7 116.6 28.6 41.1
57.1
39.0 68.0 102.0 25.0 36.0
50.0
34.7 60.4 90.7 222 32.0
44.4
31.2 54.4 61.6 20.0 28.8
40.0
28_4 49.5 74.2 - 262
36.4
26.045.3 68.0 - 24.0
33.3
19-1/8'
26-1/2'
30"
37'
42'
48'
54'
60'
66'
72'
132"
89.0
120.0
120.0
57.0
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64.2 1120 120.0 41.2 59.3
82.3
56.7 98.9 120.0 36.4 52.4
727
46.0 1 80.2 120.0 29.5 425
59.0
40.5 70.6 106.0 26.0 37.4
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45.5
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36.4
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30.3
19-1/8"
26-1/2'
30'
37'
42.
48'
54"
60'
66"
72•
144'
81.6
120.0
120.0
52.3
75.3 1
104.6
58.9 1026 t2Q-0 37.7 54.3
75.5
52.0 -90.7 120.0 33:3 48.0
66.7
422 73-5 110.3 27.0 38.9
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47.6
32.5 56.7 85.0 20.8 30.0
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28.9 50.4 75.6 -- 26.7
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23.6 41..2 51.8 - 21.8
30.3
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MASONRY 1-3/4" 2-1/2-
WOOD 1-1/2- 1"
PRODUCT REVISED
-as complying with the Florida
Building Code
NOA-No. 17-121-8.14
Expiration Date 10/23,2019
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NOA-No. 17-121-8.14
Expiration Date 10/23,2019
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•
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#14 SMS
SEE CHART FOR QUANTITIES FTUBE MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAUL{ JOINT AFTER ASSEMBLY
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CUT TO FIT SNUG INSIDE TUBE
ANCHORS QETAIL #1
METAL TO METAL CONNECTION
#14 SMS
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#14 SMS
SUBSTRATE
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ALUMINUM
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PRODUCT REVISED
as complying with the Florida
Building Code
HOA -No. 17-1218.14
Expiration. Date 10/23/2019
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MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
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 M.iami;Dade0* *ty RER;.....
Product Control Section to be used in Miami -Dade County and other areas where alldw1d by the A4hority • •
Having Jurisdiction (AHJ). • • • • • . •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produot Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade. C"4y) reVye the night
to have this product or material tested for quality assurance purposes. If this pro*Mcl or material' fails to• • • •
perform in the accepted manner, the manufacturer will incur the expense of sucl'Qli% and W.WJ mai• •' •
immediately revoke, modify, or suspend the use of such product or material with 4ei jurisdiction. RER"'; •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade C8u>*ty PrQduc: Control
Section that this product or material fails to meet the requirements of the applicable building coC' • • • •'
This product is approved as described herein, and has been designed to comply'with le Flgrida Building • • •
Code, including the High Velocity Hurricane Zone.
1 DESCRIPTION: Series "Eco -Guard 500" Outswina Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
ISSILE IMPACT TING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P. E.
NOA No. 17-1011.22
Expiration Date: May 19, 2021
Approval Date: December 21,2017
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0309.06)
2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15,.prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E..'. • • • • • • • • • •
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... .. •
2) Uniform Static Air Pressure Test, Loading ler FIC TAS W-94
3) Water Resistance Test, per FBC, TAS 202-9t4:' •: 000"0.
4) Large Missile Impact Test per FBC, TAS 2p j; ��.
5) Cyclic Wind Pressure Loading per FBC, TAS 205-94 ,
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20o2-94
along with marked -up drawings and installation diagram of a casement win4ewi
prepared by Hurricane Engineering and Testing, Inc., Test. Reports No. • • ..
HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candid(
F. Font, P.E.
(Submitted under NOA No. 11-0309.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51
Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5a' Edition (2014), and of no
financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E
4, .4r) f Zhao
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 17-1011.22
Expiration Date: May 19, 2021
Approval Date: December 21,2017
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and
HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all
signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-0309.06)
G.
OTHERS 6666
• •
1. Notice of Acceptance No. 13-0206.07, issued to Eco Window t1: tfts, LLC*P r their • • • + •
Series "Eco -Guard 500" Outswing Aluminum Casement W,}o`y — L.91,':
•+
approved on 05/02/13 and expiring on 05/19/16. 66669.. • •
.
. •' • • •'
.
6666 09 .
+0609.
2.
NEW EVIDENCE SUBMITTED6 6 •
6666 . ..
6 666.
A.
6666.. .. 6
DRAWINGS 6 6
•
• • • • •
1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casemeig. (L.1�%1'I.�",
' •' •; •
•��i;
sheets 1 through 6 of 6, dated 02/23/11, with revision F dateda9/27:17, preparjed by••+��0
:00008
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P, -E.• •
•
.6 .
666,6.
B.
TESTS• •
6666
1. None.
C.
CALCULATIONS
1. None
D.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th
Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I.,
approved on 07/02/15 and expiring on 05/19/21.
-5,'_�411 ZtiCW
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 17-1011.22
Expiration Date: May 19, 2021
Approval Date: December 21,2017
E-2
ECO—GUARD SERIES --500
ALUMINUM OUTSWING CASEMENT WINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS. ARE NOT REQUIRED.
1/8" TEMP. GLASS
AIR SPACE
1/8" HEAT STREN'D. GLASS
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
(FOR SIZES SHOWN OR SMALLER) — 75.0 PSF11
.090" Interlayer
3
Trosifol PVB
4
By 'kuraray America, Inc.'
5
1/8" HEAT STREMD. GLASS
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1/8" TEMP. GLASS
AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
�_By 'kuraray America, Inc.'
HEAT STREN'D. GLASS
SILL CORNERS
11116261211110211111
3/16" HEAT STREWD. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
a SILICONE SILICONE
DOW CORNING 899 DOW CORNING 899
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NOTCH GLAZING BEAD LEG
TO CLEAR BLOCKS
GLAZING OPTIONS
GLASS TYPE 'B'
•
1NTS
NO. OF
WDW. HEIGHT KEEPERS
UPTO AT SASH
26"
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
(FOR SIZES SHOWN OR SMALLER) — 75.0 PSF11
38-3/8"
3
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
�_By 'kuraray America, Inc.'
HEAT STREN'D. GLASS
SILL CORNERS
11116261211110211111
3/16" HEAT STREWD. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
a SILICONE SILICONE
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GLAZING OPTIONS
GLASS TYPE 'B'
•
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NO. OF
WDW. HEIGHT KEEPERS
UPTO AT SASH
26"
2
38-3/8"
3
50-5/8-
4
63"
5
76"
6
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
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T'N6AL ANCHORSD
SEE ELEV.
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TYPICAL ANCHORS
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EDGE
DIST.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4' DIA. ULTRACpN BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
•
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
•
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
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#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
'
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
•
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(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
(NO SHIM SPACE)
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS VC — 3000 PSI MIN.
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000
PSI MIN.
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sheet 3 of 6
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HINGES:
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AND BOTTOM CORNERS
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4
ITEM
PART
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E501
4
FRAME HEAD/SILL/JAMB
6063-T6
-
2
E502
4
VENT
6063-T6
-
3
FYI 08
AS READ.
GLAZING BEAD (5/16' LAM. GLASS)
6063—T6
—
3A
E505
AS READ.
GLAZING BEAD (INSUL LAM. GLASS)
6063—T6
—
38
FYI 09
AS READ.
GLAZING BEAD (7/16' LAM. GLASS)
6063—T6
—
4
E508
AS READ.
SNUBBER — VENT, FULL LENGTH
6063—T6
—
4A
E509
AS READ.
SNUBBER — FRAME, FULL LENGTH
6063—T6
—
5
E506
OPTIONAL
SCREEN FRAME
6063—T5
—
7
#10 X 1-1/4"
AS REQD.
FRAME AND VENT ASSEMBLY SCREWS
—
H WH SMS
6
E203
AS REQD.
BULB WEATHERSTRIPPING, DUROMETER 65
SANTOPRENE
ULTRAFAB
9
E203
AS REQD.
GLAZING BEAD BULB, DUROMETER 65
SANTOPRENE
ULTRAFAB
10
35.12.00.400
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH. INSTALLED WITH (2) #10 X 5/8' SDS
11
13096.92
t
MULTI POINT LOCK SYSTEM
ZAMAK
TRUTH
12
-
6/ VENT
KEEPER
STEEL
-
13
-
1/ VENT
ROTO OPERATOR
ZAMAK/STL
TRUTH
14
PSJ40-SS
2/ CORNER
FRAME/VENT CORNER KEY
ST. STEEL
-
15
FYI 20
AS REQD.
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL
16
-
3
ANTI SAG SKATE
NYLON
M&M PLASTICS
17
#10 X 1-1/4"
2/ SKATE
FH SDS SKATE SCREWS
-
-
18
#8 X 3/4"
AS REQD.
FH SMS SNUBBER SCREWS
-
IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C.
19
-
2/ LITE
SETTING BLOCK, 3/16" X 3/4' X 4' LONG
EPDM
DUROMETER 80±5 SHORE A
20
FLB-50
-
GLASS SPACER - 1/8' HIGH
SILICONE
FRANK LOWE
21
-
-
INSUL GLASS EDGE SPACER
ST. STEEL
CARDINAL XL
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE-MOREHEAD SM5504 SEAM SEALER.
PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY.
3 LOCKS:
MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH'
AT FRAME JAMB
LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL
FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS.
LOCK BAR SECURED TO JAMB WITH LOCK GUIDES
#33489.00.0001 SPACED AT 12-3/4" O.C. MAX.
EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS
STAINLESS STEEL KEEPERS #31964.92 AT VENT
EACH FASTENED WITH (2) #10 X 5/8" P FH SMS
SEE CHART ON SHEET 1 FOR QUANTITIES
OPERATOR:
(� SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH'
LOCATED AT SILL END
FASTENED WITH (6) #10 X 1" P PH SMS
245 OPERATOR TRACK #30175 AT BOTTOM RAIL
FASTENED WITH (2) #10 X 1" P PH SMS
780
ANTI—SAG SKATES:
—� VINYL ANTI -SAG SKATES BY 'M&M PLASTICS'
�I '72D 1 �- (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS
(1) AT BOTTOM RAIL AT 4" FROM LOCK STILE
0 SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS.
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sheet 6 of
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
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 Dada County) rese"o de right.....
to have this product or material tested for quality assurance purposes. If this prdduct•or materipiFails to -
perform in the accepted manner, the manufacturer will incur the expense of such'fe%:?hg and the ANJ may • • •
immediately revoke, modify, or suspend the use of such product or material with*1A Me! jurisdiction. RE$..... ;
reserves the right to revoke this acceptance, if it is determined by Miami-Dade �eouxty Prodxct• Control
.... . .. .....
Section that this product or material fails to meet the requirements of the applicablg �}q)Ii}ng codf� *0000
.
This product is approved as described herein, and has been designed to comply.,w tl,the Fldti4t J)uilding ...
Code, including the High Velocity Hurricane Zone. ...... . •
ESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I.' • • • • •
APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-30e.Qhuo Fixe4 W�w. • • • •
(L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by %4. 4t'boq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control
Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-1220.06
Expiration Date: June 17, 2024
Approval Date: January 24, 2019
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0413.08)
2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)",
sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
0000
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. ' 0000
2) Uniform Static Air Pressure Test, Loading petIFAC T4S :PI -94 0
3) Water Resistance Test, per FBC, TAS 202 Vt:" • • • • • • • •
along with installation diagram of a 97 1/4" wide x 96 1/8" hijKXj*o-Guard series 300....
aluminum double fixed window, prepared by Hurricane Engirf=64g & TQstwgeffic.......
Test Report No. HETI-08-2192A, dated 01/15/09, signed an&s"ed by Caxdido F. *0:000
Font, P.E.
0000..
(Submitted under NOA#09-0413.08) 0 '
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS %01-9.4 ; • • • 0 •
2) Cyclic Wind Pressure Loading per FBC, TAS 2CC3-94 . .. : 0 • • •;
along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guardee-qm*es 3Q0
aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc.,
Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F.
Font, P.E. .
(Submitted under NOA#09-0413.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA#09-0413.08)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA#09-0413.08)'Nauuo,�Dau;�,,
Manuel Pez, .E.
Product Control xa iner
NOA No. 1 20.06
Expiration Date: June 17, 2024
Approval Date: January 24, 2019
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300
aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing
Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido
F. Font, P.E.
(Submitted under NOA#09-0413.08)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •, •
2) Uniform Static Air Pressure Test, Loading per ,FBC TAS -292-94 ......
3) Water Resistance Test, per FBC, TAS 202-94 • • ; •; •
along with installation diagram of a 50 5/8" wide x 63 1/4" hip:16*6-Guard'serfes 300•"• •
aluminum fixed window, prepared by Hurricane Engineering & Xesting 1pg., lest ; • • • •
Report No. HETI-08-2195A, dated 01/15/09, signed and sealed-byt✓and?ddF. Font,....
P.E.
(Submitted under NOA#09-0413.08) • • 0000:0
•
. . . . .....
C. CALCULATIONS • • • • • • .
1. Anchor verification calculations and structural analysis, complying with 1r B6i.6tn :00--:
Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation, signets and
sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h
Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Manuel Pe z, E.
Product Controlxam' er
NOA No. 1 - 0.06
Expiration Date: June 17, 2024
Approval Date: January24, 2019
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 300" Aluminum Fixed Window— L.M.I., approved on 09/03/15
and expiring on 06/17/19.
2.
NEW EVIDENCE SUBMITTED
A.
DRAWINGS
0000
1. None.0
. .
0000
0000..
B.
TESTS
"••`•
••
••••••
0000..
1. None.
0.00
�•
�....�
0000
. ..
0000.
C.
CALCULATIONS
•
1. None.
•• ••
••
•0....
0000..
D.
QUALITY ASSURANCE
• • • • • 0
1. Miami -Dade Department of Regulatory and Economic Resou?r.V ($.ER)., •
; • • • •
•
0000
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18
and expiring on 06/17/19.
Manuel Pere
Product Control Ex in r
NOA No. 18-1M.06
Expiration Date: June 17, 2024
Approval Date: January 24, 2019
E-3
IN
Ot FRAME HEAD/SILL/JAMB
8I3 ��II ;{
-II �� go3
050-4-
O GLAZING BEAD
1.070]
If I •375
.050
O3 ANCHOR COVER
2.688
.062
.500 _� 69
5
2.611
0 FLUSH FRAME ADAPTER
ECO—GUARD SERIES -300
ALUMINUM FIXED WIND
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURAMON 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 SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
APPLIED) m
OPTIONAL
�s
to
W
= �
Z
3
GLASS D.LO. DIMS.
D.LO. HEIGHT =WINDOW HEIGHT - 3.6
WINDOW WIDTH
FALSE MUNTINS
(SURFACE
ujZ
m
0
U
II II
II
4
It II
II II
II II
If II
�
II II
a0
�
II II
II II
II II
11 II
II II
n II
II II
II II
II II
n II
3
HEAD/SILL HEAD/SILL
CORNERS
APPLIED) m
OPTIONAL
�s
to
W
= �
Z
3
GLASS D.LO. DIMS.
D.LO. HEIGHT =WINDOW HEIGHT - 3.6
D.L OPG.
II II
II
4
It II
II II
II II
If II
�
II II
a0
�
II II
II II
II II
11 II
II II
n II
II II
II II
II II
n II
3
6' MAX.
� 12" MAX.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
k�1;ai am:1-4a%I1191gI
25"
D.LO. WIDTH =WINDOW WIDTH - 3.625"
RO+DUCT RENE16>�6
As emplying with the Flom&,
s3,,;.:�_ t �.'t ,�. �.:_.,Ky� �'.,,•• -` \``11111 I I ! 11 / ///
AN
PRODUCT REVISED
as ct?"plY;ng with the Ftoridn .7 2
Building Code : y'{ =
Acceptwtce PJo l �,-LIED
EX;)rM8on Date CL�1.t-Z11A� � _ TE OF •��/�
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sheet 1 of
6" ANN. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
3/16" ANN. GLASS
SILICONE
a DOW CORNING 899
GE SCS 2000
z m
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Ij Ij AT 1/4 POINTS
it li B ON LITES WIDER
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AT 3-1/2" FROM ENDS
AND 10" O.C. MAX.
z
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WINDOW WIDTH
WINDOW WIDTH., WINDOW WIDTH
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.090" Interlayer
SentryGlos
\ �By 'Kuraray America, Inc.'
X3/16" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
GLASS TYPE I'
AT 1/4 POINTS
ON LITES WIDER
THAN 36" ONLY
J8 X 1-1/4" SMS
AT 3-1/2" FROM ENDS
AND 10" O.C. MAX.
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o
a
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES,
L
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
F:€)O1If.T m-N-voo�
dee;;- ..
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
PR0IJUC7r RE:Vl-SFF3
as 00-6p1}:eg with the sib
I;uildir_6 Code ?
Fifc�""Ij. i3'�CC i4iC7 �i.t�l
Expitxtioa Date" 5
icysr U, _zh"o
16m! i Dar,"-, Pn> ic! ! .c4 4o-.
'�:•' GENS
0.
D TATE OF
LORJVP- '• ®��
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W mm
drawing no.
W09-20
DESIGN LOAD CAPACITY - PSF
LOAD CAPACITY - PSR
WINDOW DIMS.
GLASS TYPE 'C'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
INT.(-)
24"
30"
36"
42"
®
60"
66"
72"
36.
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
. 80.0
75.0 80.0 80.0
90.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"7580.0
72"
48.
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.6 60.0 80.0
90.0
75.0 80.0 80.0
90.0
80.0
[:75q.Ol76.6
90.0
80.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"
72"
S0"
1
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0.
75.0 80.0 80.0
90.0
75'0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
66.8 71.3 80.0
90.0
60.2 64.2 80.0
90.0
60.2 64.2 80.0
90.0'
60.2 64.2 80.0
90.0
24"
30"
36"
42"
48"
54"
60"
72"
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
75.0 76.6 80.0
90.0
66.8 71.3 80.0
90.0
60.2 64.2 80.0
90.0
24"
30"
36"
42"
4g"
54"
84"
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
75.0 B0.0 80.0
90.0
70.0 70.0 80.0
90.0
65.6 65.6 80.0
90.0
64.3 64.3 80.0
90.0
24"
30"
36"
42"
4S"
96"
75.0
80.0
80.0
90.0
75.0 80.0 50.0
90.0
75.0 76.2 80.0
90.0
64.6 64.6 80.0
90.0
59.9 59.9 80.0
90.0
24"
30"
36"
42"
108"
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
74.5 74.5 80.0
90.0
61.5 61.5 80.0
90.0
24"
30"
36"
120"
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
74.5 74.5 E80.0
90.0
L
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
F:€)O1If.T m-N-voo�
dee;;- ..
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
PR0IJUC7r RE:Vl-SFF3
as 00-6p1}:eg with the sib
I;uildir_6 Code ?
Fifc�""Ij. i3'�CC i4iC7 �i.t�l
Expitxtioa Date" 5
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16m! i Dar,"-, Pn> ic! ! .c4 4o-.
'�:•' GENS
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D TATE OF
LORJVP- '• ®��
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W mm
drawing no.
W09-20
DESIGN
LOAD CAPACITY - PSR
WINDOW DIMS.
GLASS TYPE 'C'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
26-1/2-
37"
53-1/8"
26"
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
75.0 80.0 80.0
90.0
80.0
90.0
126-1/2-
75.0
75.0
80.0
80.0
80:0
80.0
9o.0
90.0
37"
53-778'
38-3/8"
75.0
80.0
80.0
90.0
74"
75.0
80.0
80.0
90.0
26-1/2*
37"
53-1/8-
74"
50-5/8
75.0
80.0
80.0
90.0
75.0 80.0 80.0
90.0
71.3 76.0 80.0
90.0
71.3 73.1 80.0
90.0
26-1/2-
37"
63"
76'
75.0
80.0
80.0
90.0
75.0 80.0
90.0
53-1 /8"
26-1 2
37"
67.9 72.5 80.0
75.0 80.0 B0.0
90.0
90.0
75.0 80.0 80.0
90.0
3-1/8"
1 67.9 69.9 80.0
90.0
L
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
F:€)O1If.T m-N-voo�
dee;;- ..
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
PR0IJUC7r RE:Vl-SFF3
as 00-6p1}:eg with the sib
I;uildir_6 Code ?
Fifc�""Ij. i3'�CC i4iC7 �i.t�l
Expitxtioa Date" 5
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'�:•' GENS
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LORJVP- '• ®��
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drawing no.
W09-20
1BY
WOOD BUCK
d e v •4 a '.. n
101
IN
I
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
° T
° dd A
.I
.e ( TYPICAL ANCHORS
-'SEE ELEV. I
FOR SPACING
EDGE DIST.
METAL
STRI
TYPICAL ANCHORS
SPACING
BUCK
OR
—DADE COUNTY APPROVED WOOD
ION & MULLION ANCHORS
SEPARATE NOA II I EDGE
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN. LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1BY
• I °WOOD BUCK
EDGE DIST.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 -IA" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. -EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: i/B" THK. MIN. (6063—T5 MIN.)
STEEL;- 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE — 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm — 2000 PSI MIN.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
.7
�0 TATE OF
'r19 With the Florida
EuildingCo&,
r,
• v 'v _Z�Ex zra.' � F3s4e
I TYPICAL ANCHORS
SEE ELEV. Ky PY s a4 Z�1ao
FOR SPACINGe�v' 4• s i0Y'e'_r` r :;' hTarFti 17aae Product Cots�oi
—�I
U
m:� w
N
I
fr
Z V) In
r j
en
Q N 0.
IL x
W� V
0
OG c U.
0 �yh
v C�ij cell
M o
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013
121
am
Q
III mSN
m
0
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a
0
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drawing no.
W09-20
sheet 3 of 5
ITEM #
PART
REQD.
DESCRIPTION
MATERS
MANF•/SUPPLIER/REEKS
1
FY301
2
FRAME HEAD/SILL/JAMB
6063—T6
—
2
FY302
AS REQD.
GLAZING BEAD— 7/16' GLASS
6063—T6
—
3
FY303
AS REQD.
ANCHOR COVER
6063—T5
—
4
E203
AS REQD.
GLAZING BEAD BULB
NEOPRENE
ULTRAFAB
5
FLB-50
1
GLASS SPACER — 1/8' HIGH
SILICONE
FRANK LOWE
6
110 x 1"
8
FRAME ASSEMBLY SCREWS
CRS
PH SMS
7
FY120
—
I FLUSH FRAME ADAPTER
6063—T6
OPTIONAL
8
—
2/ LTTE
I SETTING BLOCK
EPDM
DUROMETER 85±5 SHORE A
MIAMI—DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
RECT. OR SQUARE WINDOWS
TYPICAL ANCHORS
3EE ELEV.
'OR SPACING
CIRCULAR WINDOWS
CORNER DBTAIIS
1/4' MAX.
1 /e" THK.
ALUM STRAP
WELDED
JOINTS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
i:O'isUCT MENEWCA
:a easter-411 wish tk pbrilift PfROIDUt-! pSVIS813
Q ti la^s Q c e ?� ,ps ;'T:iiry;vil'l the I -loft
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4::.3: 9' �( Arrpt�,%c• ?.! i/• t10Z• 20
k'Bl:ion -21.0"C2
La_e P: t �vn of
MITER CORNERS
\ ...•.
4 T
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ATE OF 4( drawing no.
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MITER CORNERS
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ATE OF 4( drawing no.
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X
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6 •
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a
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TYPICAL ANCHORS C w oLa
o
SEE ELEV. C5o " ~
FOR SPACING `
s y o o Z a o
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4i�a cow
oB 22Dk�pts&ze Nq18-�6
•N
Expiration Date 024 0� 0,
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no000
°
a)0amoow
ALT. 4'a Dade 1Peoduet
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ,�'•' sF'�',�L% '�� C4 Ncy
PROnucT TSF 'vrLSBu M
as ce-m iysr_g with the F'Todda = 70 2 � 0 3; a
Ewildc:g code
e=.6ceWt.amcc NO L OL.,4,•Vl�
v - > fiYiL�Aa3a7G :h:tE ��.Z[ft.7 � • '�M `
0
TATE OF drawing no.
TYPICAL ANCHORS
v Ni_um,T'fadeur7duolCcn9r,).5 �i� ' ,�01R1D�;.•'• ®��� YY09-20
SEE LEV. FOR SPACING �i S ��
EDGE DIST. /����/®®���\�' ` sheet 5 of 5
ij
METAL
TYPICAL ANCHORS
V0
4
U
p
STRUCTURE
SEE ELEV. FOR SPACING
EE
I
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
MIAMI-DADE COUNTY APPROVED
MULLION &MULLION ANCHORS
3
Z m
SEE SEPARATE NOA
o tpp
'EDGE DI
°
DIST
EDGE
z
H
z¢
I
N
a
U
X
um
:
I
O
N
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o L ° p
o It
O N
uJ
TYPICAL ANCHORSQ
SEE ELEV. FOR SPACING
N c
JAI.Z b 0
•
3 0w
o c
X
1 4
0 rM W X
6 •
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a• y m� n
a a fA 0 H e
TYPICAL ANCHORS C w oLa
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SEE ELEV. C5o " ~
FOR SPACING `
s y o o Z a o
z z° z
t• ccsnpt)ing with the Fbd%t
4i�a cow
oB 22Dk�pts&ze Nq18-�6
•N
Expiration Date 024 0� 0,
@y o
no000
°
a)0amoow
ALT. 4'a Dade 1Peoduet
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ,�'•' sF'�',�L% '�� C4 Ncy
PROnucT TSF 'vrLSBu M
as ce-m iysr_g with the F'Todda = 70 2 � 0 3; a
Ewildc:g code
e=.6ceWt.amcc NO L OL.,4,•Vl�
v - > fiYiL�Aa3a7G :h:tE ��.Z[ft.7 � • '�M `
0
TATE OF drawing no.
TYPICAL ANCHORS
v Ni_um,T'fadeur7duolCcn9r,).5 �i� ' ,�01R1D�;.•'• ®��� YY09-20
SEE LEV. FOR SPACING �i S ��
EDGE DIST. /����/®®���\�' ` sheet 5 of 5
ij
MIAMbDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economv
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
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 ProdYat.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 prodtlt or materi$1• fails to
perform in the accepted manner, the manufacturer will incur the expense of such•tM8411g and thVAHJ mai * *
immediately revoke, modify, or suspend the use of such product or material withi M1? jurisdiction. RE14 .. • •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade. County Prower'Gontrot . • • •
Section that this product or material fails to meet the requirements of the applicable b JJin g code, ; • •
This product is approved as described herein, and has been designed to comply yv�tle the Floi1;Adilding .....
Code, including the High Velocity Hurricane Zone. • • . • .'
DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I;
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200•4 um,-Horiz, RgUing ; • •' •;
Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, preparedj*gl-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
SSILE ACT TING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-1220.07
Expiration Date: May 27, 2024
G�
ApprovalDate: January24, 2019
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0312.08)
2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS 0 • •
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FJ3C, TAS 202-94 . • • • • •
2) Large Missile Impact Test per FBC, TAS 2bi-� • :0:
•
3) Cyclic Wind Pressure Loading per FBC, TAS0103-94 .. '
0000"
4) Forced Entry Test, per FBC 2411.3.2.1, ancr rAS0202-94 •
; • • • •;
along with marked -up drawings and installation diagram of an -40 *" HofiLfital
.....
sliding window, prepared by Fenestration Testing Laboratory, Iac�.Test Report No.
• • • • •
FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. • • • •
• • •' :'
(Submitted under NOA#14-0317.01) 0000"
. . . .
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • •
......
2) Uniform Static Air Pressure Test, Loading M.FBr, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 •
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
E-1
�7 J
Manuel P rLiner
P.E.
Product Contro Ex
NOA No. 1 -1220.07
Expiration Date: May 27, 2024
Approval Date: January 24, 2019
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09-0312.08) '....'
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2N -W • • ; •
2) Cyclic Wind Pressure Loading per FBC, TAS34S-94
along with marked -up drawings and installation diagram of a 7Qr1luminum
horizontal sliding window, prepared by Hurricane Engineering & fisting„Iiic., Test
Report No. HETI-08-2228B, dated 01/15/09, signed and sealeA.y jandido-.•Font,
P.E. 00000 00
(Submitted under NOA#09-0312.08) ”""
00
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 261-91 • ; • • • •
2) Cyclic Wind Pressure Loading per FBC, TA$.203-94 ..
along with marked -up drawings and installation diagram of a XOX aluminum• •
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
Manuel Per , E.
Product Control lqxamffier
NOA No. 194210.07
Expiration Date: May 27, 2024
Approval Date: January24, 2019
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated
10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
••••
E. MATERIAL CERTIFICATIONS 6496' • • • • • •
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Inc. for ftr •,
Trosifol® Ultraclear, Clear and Color PVB Interlayers ddtcU 01/19/f7l expiring
oo
on 07/08/19. •
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amt!rWInc. foetWr .....
"SentryGlas® (Clear and White) Glass Interlayers" dated 9643SAl 5, exir�ng on • • � • • •
07/04/18. • • • • •' ' """
F. STATEMENTS go• •' • •'
1. Statement letter of conformance, complying with FBC 5th EditfoA 12014), witb FBC 6V
Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved
on 09/03/15 and expiring on 05/27/19.
Manuel Percc P. .
Product Control E aurin r
NOA No. 18- 07
Expiration Date: May 27, 2024
Approval Date: January24, 2019
E-3
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
0000
. . 0000 0000..
D. QUALITY ASSURANCE
.. 0000
1. Miami -Dade Department of Regulatory and Economic Resoureoq.- ERER). • • • • • • • •' •
0000.. 0
0000..
E. MATERIAL CERTIFICATIONS • • •
0000 . .. 0000.
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray .�awca, Iac. for thein:..'
"Trosifol® Ultraclear, Clear and Color PVB Glass Inte*W5y 's" dated •Of/18/18,-• • • •
expiring on 07/08/19. • • • • • • • •
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerlca, "otor their' •
"SentryGlas® (Clear and White) Glass Interlayers" datedr jie/:8/17, expjring cQ •••;
07/04/23.
F. STATEMENTS
2. None.
G. OTHERS
1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved
on 01/11/18 and expiring on 05/27/19.
Manuel Pere .E.
Product Control Exa ine
NOA No. 18-12 . 7
Expiration Date: May 27, 2024
Approval Date: January 24, 2019
E-4
3 1/2" MAX.
MEAD/SILL
CORNERS
z
M
WINDOW WIDTH
4"
3
`�
4
GE SCS 2000
z m
0
r�
i n
3 m
p In
u�
In
,
p
z
M
WINDOW WIDTH
4"
3
`�
/I 1 /I I
GE SCS 2000
z m
tD
\
cs
1 I
II �11
II II
II
I I
II II
II ,I
II ,I
II
II II
II II
I I
I, ,I
II 'I
I I
B
3
=—�1=1 "1C—=
II �II
FALSE MUNTINS 31 1/4" \ 32 3/4"
(SURFACE APPLIED)
MAY BE USED D.L. OPG, D.L. OPG.
35 3/8"
VENT WIDTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
1/8" HEAT STREN'D. GLASS
.090' Interlayer
Trosifol PVB
\ �By `Kuraray America, Inc.'
V-1/8" HEAT STREN'D.
SILICONE
DOW CORNING 899
GE SCS 2000
3 1/2" MAX.
M z HEAD/SILL
0 CORNERS
/8" HEAT STREN'D. GLASS
090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
T-1/8* HEAT STREN'D. GLASS
M
WINDOW WIDTH
10 5/8" MAX. 4"
HEAD/SILL 3"
A CORNERS
3
`�
/I 1 /I I
GE SCS 2000
z m
tD
\
cs
•�
=—�L=11C==
=—�1=1 "1C—=
II �II
I' II
I 1
B
3
FALSE MUNTINS 32 3/4" 32 3/4' C-0 —
(SURFACE APPLIED) ALUM
MAY BE USED D.L OPG. D.L. OPG.
SILICONE
DOW CORNING 899
GE SCS 2000
z m
tD
\
cs
AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES
29 WIDER THAN 36" ONLY 29 WIDER THAN 36' ONLY
GLASS TYPE 'A' GLASS TYPE 'B'
GLAZING OPTIONS
36 7/8'
VENT WIDTH
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
(2) ANCHORS AT MTG. STILE ENDS TYP.
/-(4) ANCHORS READ. FOR SIZES AND LOADS
MARKED WITH 's' ON SHEET 2 ONLY
to
m
<z
�0
U
___7
DESIGN LOAD RATINGS FOR THESE
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1/8" HEAT STREWD. GLASS 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
5/16' AIR SPACE TO THE BUILDING STRUCTURE.
1/8" HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
.090" Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
Trosifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
1/8' HEAT STREWD. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
ST. STEEL FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
SIIJCONE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
DOW 699 �� WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
22 i� I ! i! AND TO BE REVIEWED BY BUILDING OFFICIAL 141111111,
I II RUIf3UCT REEIYiEK+ & ���� 1 ® AN,
�- i
18.12 D. 0 ��''• vGENSF
s3 7 , nn ,
70592
@( Lis Cor!Lply:seg ,x:t ;the ; :cr 3n f
29 $a Du;
lefing Cole —
•�c,, s x tics I1-102• Z�
AT 1/ 4 POINTS SETTING BLOCKS AT
29 LAM. GLASS AND INSUL LA GLASS ate�{ i ®`• A OF
ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
GLASS TYPE 'C' �y 5; %+rui zhac '•,�� `.....�OP • C9e��•
m; 13 pie Fzv&1�E t c;;Ervi �/i �0®PuI t
Z
0 �p
00 0N4
N
� 5
0t'p
V out
O' 0 O
QdG0,0•I
hip Z N
1( ut 7 rL ro
{�ZN_
1
�. Y'.0 )
o�
W•
=E V) cn c0
T
O
a1
E2 Q co 1`7 In
g Z�11 m
U 0 `✓
I
,v LtJ 00 m
drawing no.
W09-12
eet 1 of 7
•
•
•••see
•••
••••••
'• • •
• •
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
wad QRC; AT MTQ
s
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
OXO OR OX'
DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES)
CAPACPI`Y -
WINDOW DIMS.
A
W/O
GLASS
'A'
DCT.(+)
REINF.
TYPE
INT.(-)
GLASS
'B'
EXT.(+)
WITH
TYPE
INT.(-)
REINF.
GLASS TYPE
'c'
DCT.(+) INT.(-)
WIDTH
HEIGHT
26-1 /2"
37"
53-1/8"
74"
26"
(3)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
B 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
26-1/2"
37" "
80.0
4
7D.0
80.0
80.0
90.0
70.0
80.0
8-3/8"
(4
4 70.0 80.0 80.0 90.0 7D.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
74"
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
26-1/2"
37"
53-1/8"
74'
50-5/8'
(5)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
26-1/2"
37"
53-1 8"
H74'
�6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 68.9 77.5 80.0 90.0 70.0
80.0
6 70.0 70.0 80.0 90.0 70.0
80.0
8 70.0 70.0 80.0 80.4 70.0
80.0
24"
36"
48"
60'
72"
4
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 7D.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24'
36'
48'34)
60'
72'
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 .80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24'
36'
48"
60'
72•
�5)
4
70.0 1
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24"
36'
48•
60'
72"
06
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
70.0 70.0 .80.0 90.0 70.0
80.0
6 70.0 70.0 80.0 90.0 70.0
80.0
8 70.0 70.0 80.0 87.6 70.0 1
80.0
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
wad QRC; AT MTQ
s
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
OXO OR OX'
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTC. STILE ENDS
(1/3W)
DESIGN LOAD
CAPACPI`Y -
PSF (XOX SIZES)
WINDOW DIMS.
WINDOW DIMS.A
W/O
GLASS
'A'
IXf.(+)
W/O REINF.
GLASS TYPE
EXT.(+) INT.(-)
WITH REINF.
GLASS TYPE GLASS TYPE
'B' 'C'
EXT.(+) INT.(-) EXT.(+) INT.(-)
WIDTH
HEIGHT
74'
106-1/4"
111'
26'
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 1 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
74'
106-1/4"
111'
38-3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
74"
106-1/4-
111'
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
74"
106-1/4.
111"
66'
()
9
70.0
70.0
80.0
90.0
70.0
80.0
12 70.0 70.0 80.0 82.6 * 70.0
80.0
12 70.0 70.0 80.0 80.4 * 70.0
80.0
72"
84"
96'
108"
24'
(3)
9
70.0
80.0
1 80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72'
84"
96"
108"
36'
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96'
108"I
0'
(5)
1
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72'
84'
96"
108'
60'
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
9 70.0 70.0 80.0 90.0 70.0
80.0
12 70.0 70.0 80.0 90.0 70.0
80.0
12 70.0 70.0 80.0 87.6 70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTC. STILE ENDS
(1/3W)
(1/3W)
(1/3W)
WINDOW DIMS.
4 -
W/O
GLASS
'A'
IXf.(+)
REINK
TYPE
INT.(-)
WrM
GLASS TYPE
`B'
Elf.(+) INT.(-)
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4W) (1/2W) (1/4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
R4DMICT FENS
ss c R::a yi;, ialg v4t ! t PtsrsE�
ri p
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 3 FOR DETAIL.
,XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
RS :7:^:1 Jul
_�srsatsac�� t�'•3 I �-ij:DZ-i.3
ir7al7T£fiti4��r,S:kt!s`��� �(�
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u0
sV c
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rCL
a �4 C
Q �
LL
0 t
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0 bE
O
[Q[W5LLa
o zN
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I
u
.�I •
•
•4. •
•W EL
�� �•
O LCO,
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j�
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NALsheet 9 of 7
DESIGN LOAD
CAPACr Y - PSF (XOX SIZES)
WINDOW DIMS.
A
W/O
GLASS
'A'
IXf.(+)
REINK
TYPE
INT.(-)
WrM
GLASS TYPE
`B'
Elf.(+) INT.(-)
REINF.
GLASS
'C'
DCT.(+)
TYPE
INT.(-)
WIDTH
HEIGHT
74"9
106-1/4"
111"
(3)
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 1 70.0
80.0
12 70.0 80.0 80.0 90.0 1 70.0
80.0
74'
106-1 /4"
111"
38-3/8.
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 - - 80.0 90.0 70.0
80.0
12 - - 80.0 90.0 70.0
80.0
74'
150-5/8'
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
74" 163"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
72"
84"
96"
106"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96'
108"
36'
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
- - 80.0 90.0 70.0
80.0
72"
84"
96"
4(58)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 70.0 80.0 90.0 70.0
80.0
12 70.0 70.0 80.0 90.0 70.0
80.0
72"
60'
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4W) (1/2W) (1/4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
R4DMICT FENS
ss c R::a yi;, ialg v4t ! t PtsrsE�
ri p
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 3 FOR DETAIL.
,XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
RS :7:^:1 Jul
_�srsatsac�� t�'•3 I �-ij:DZ-i.3
ir7al7T£fiti4��r,S:kt!s`��� �(�
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rCL
a �4 C
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O
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I
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•
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Z �� m
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j�
® ATE OF •�` drawing no.
NALsheet 9 of 7
TYPICAL ANCHORS
11 —.
L
n
METAL
STRUCTURE MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
f N
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. SEE ELEV.
FOR SPACING FOR SPACING
° v
v. 1BY
WOOD BUCK
EDGE DIST
WEEPHOLES:
W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
v ;v
° TYPICAL ANCHORS
\—SEE ELEV.
FOR SPACING
r21:`Vi1b1C7" Tkb N1r;`4"�:�r
with the vloftdh
Ry__ .
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCIiUK:j: SEE ELEV. FOR SPACING
/4" DIA. ULTRACON BY TELCO' (Fu -177 KSI, Fye -155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL./JAMBS)
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)-
DIRECTLY
JAMBS)DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.)
STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4' MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.
PRODUCT REVISED
ss camplying Wi&'! the Ple ridA
.undine Code
AcceGtanee PJo
r
P_p'a_3tiar. Date ALiUlUeLq
tNii2u'71l D9-. DT'i3i.iGt Co:Sttt7L
AV
OGENSF
.70592
►' TATE OF =•���
ORID1;.•''���
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awoN
WN.o
�ow,
drawing no.
W09-12
sheet 3 of 7
1/4. MAX.
SHIM O O^ E
TYPICAL ANCHORS
FOR SPACI G�
METAL
STRUCTURE
1/4- MAX.
9
Y
U
m
mo r _ 1 /2'_
O V)
� G
0
03 i g
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
SCREEN OPT.
STEE
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
XO LAYOUT
—SCREEN
VENT WIDTI
D.L. OPG.
0
EXTERIOR
MIAMI—DADE COUNTY
WINDOW WIDTH
XOX LAYOUT
1/4" MAX.
SHIMS
1 B
WOOD BUCKS
TYPICAL ANCHORS
° SEE ELEV.
°. FOR SPACING
.1 1 f4
� O
� W
ws
- W
VENT WIDTI
D.L. OPG.
STEEL REINFORCING
AS READ.
SEE SHEET 2 FOR CAPACITY
1/4- MAX.
SHIMS
1 B
WOOD BUCKS
TYPICAL ANCHORS
V • ° SEE ELEV.
e. FOR SPACING
.1 1f4'
o
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No 70592 - a
PROMICT
as
complying xq?h i,`,e Florida v u
Building Goele �
Accemmimei J- 1 Z• 2 3
mperatinn1'etr�: Z�s19 �• ATE OF •��; drawing no.
a}a^9 Z,y o %,� oa�oP.•��® W09 —12
1b�is3}•�r— sheet 4 of 7J
•
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0000••
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0000•
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0000••
•
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.••
0000••
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00
a73bra
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
0
ALT.
rg
METAL
EDGE MIAMI—DARE COUNTY APPROVED
DIST' dj MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE
U ,I, DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4"
MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV'
FOR SPACING
4.
O e.
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
O
ALT.
!� ess;315rs9 with the Fly
S3. -
PRODUCT REVISED
- cor :pl3;X1g with the Florida
Br =:ting Cods
Accep:cnce hb in.Z-1-6
E.rvi=ation Date D3-1 ll
By_..'�j&jq Zhao
A• mmi Dade Pr&jj:.t C,—tT,,)I
r\
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' oRl . 'ate; W09-12
sheet 5 of 7
1.067
o .715- 1
1.43•
813
.062-
18
1.1401
(� VENT TOP/BOTTOM RAIL
0 FRAME HEAD
1
1.1401.610
.813
13.876
.9 I O JAMB STILE
1.058 2.063-
.078 2.501 Fr
1.250
IU ��
1.140
.os2
.500
i� 2.750
O2 FRAME SILF.L
1.31 4
250
.340 .312
062
O SILL TRACK
.500 1.1871
062
2.750 r_� 2.812
.874 I--
1. 687
-1.687 --J
O MOV. FRAME JAMB
I- 1.344 -
0 MEETING RAIL
1.340
1.422 IF
D62 1, 102
1-1.375--1
O FIXED MTG. RAIL
--I .750 l-
ITiI3d
2.812 II 2.
3/16-
l I
12 11
STEEL REINFORCING
.519 _11-130
719 0,� 803 045 .803
-I
--I 1.047 � 1.047
10 GLAZING BEADS
-2.688
v.06
.062
500 69
-2.611
26 FLUSH FRAME ADAPTER
ITEM
PART a
Fo-.969
1.688
DESCRIPTION
O5
FIXED FRAME JAMB
3/16-
l I
12 11
STEEL REINFORCING
.519 _11-130
719 0,� 803 045 .803
-I
--I 1.047 � 1.047
10 GLAZING BEADS
-2.688
v.06
.062
500 69
-2.611
26 FLUSH FRAME ADAPTER
ITEM
PART a
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
FY201
1
FRAME HEAD
6063-T6
-
2
FY202
1
FRAME SILL
6063 -TS
-
3
FY203
1
SILL TRACK INSERT
6063-T6
-
4
FY205
AS REQD.
MOV. FRAME JAMB
6063-T6
-
5
FY101
AS REQD.
FIXED FRAME JAMB
6063-T6
-
6
FY104
1/ VENT
FIXED MTG. RAIL
6063-T6
-
7
FY105
1/ VENT
VENT INTERLOCK
6063-T6
-
8
FY206
1/ VENT
JAMB STILE
6063-T6
-
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
FY108
AS REQD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
10A
FY110
AS REQD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T6
-
11
-
AS REQD.
REINFORCING BAR
STEEL
-
12
-
AS REOD.
REINFORCING BAR
STEEL
-
13
FY2D4
AS RTEQD.
ADD-ON SILL RISER
6063-T6
USE AS REQD.
14
FY203
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
-
15
FY209
2/ VENT
ROLLER
BRASS
-
16
FY210
2/ VENT
ROLLER PIN
ST. STEEL
-
17
#8 X 1-
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#B X 3-
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS
19
W23181
AS REQD.
FIN SEAL W'STRIPPING
-
ULTRAFAB
20
030OT190
AS REQD.
BULB SEAL
Q-LON
SCHLEGEL
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
22
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 6515
23
FLB-50
AS REQD.
GLASS SPACER
SILICONE
FRANK LOWE
24
SL203P
2/ VENT
SWEEP LATCH
-
SULLIVAN & ASSOC.
25
#8 X 1/8-
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS
26
WA2L
2/ WOW. _
WEEP VALVE
-
PREFERRED ENG. PRODUCTS
27
-
1/ VENT
5/16- BOX SCREEN
-
OPTIONAL
28
FY120
-
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL
29
-
1 2/ LITE
SETTING BLOCK
EPDM
DUROMETER 80±5 SHORE A
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PRODIICT REVISED
as cc:Implying with the Floridu v
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Accep awnce No
,} u -Ili �1 OF drawing no.
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wi s s' t Prted�eef c _ ♦/
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PPLIDUCT REVISED = 7 2 o Jd a
as ccamgl ring with the Florida
7 O V U
ii:fi�Ciing Crdd ,
18 Aacc�ixf Fce iw !! D2.23
,(7• � ®�• T OF , � � drawing no.
zA� ,,�� �.. • ��v�c�®��
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i:ar�: Df-'Ae j r ��.1/11 J ill % ��♦ sheet 7 of 7
FIXED MTG. RAIL CORNER =� ra�1c. Gertttrr`I�
M IAM I•DADE MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ECO Windows Systems, LLC
9114 N. W. 106" Street,
Medley, FL 33178
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) resetve toe right•to fiave this
product or material tested for quality assurance purposes. If this product or material fails t8.p&f*m in tie* 0 eptecr
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatdy.revok8, rrro(rify, or.
suspend the use of such product or material within their jurisdiction. RER reserves* tlia Tight to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this predee�or mat*000
al fails t4
meet the requirements of the applicable building code. 0990 • •.....
This product is approved as described herein, and has been designed to comply with the Florid'a��ilding; Cbee. **066
'
including the High Velocity Hurricane Zone. 0
ESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M . •
APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SLI'►. Cj19ss Dooi (L.M.I.)", .
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on*JAN Z3,,'W, •
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE 1MPACT RATING: Laree and Small Missile Impact Resistant
1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design
pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from
charts applies to entire system.
2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area
per FBC requirements.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Oficial.
This NOA renews #18-0129.13 consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMMADE COUNTY NOA No. 18-1220.09
... • , Expiration Date: March 20, 2024
Approval Date: January 17, 2019
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1
through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on
DEC 02, 2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under file #13-0912.02)
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'-90 •
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20294
along with marked-up drawings and installation diagrams of Alum sliding Md"doors, prepared by
Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/201.1 .... . .. ..... an$.last r4, *setl,.on :066
02/10/2014, signed and sealed by Marlin D. Brinson, P. E. .
Note: The above referenced test report has an addendum letter dated FEB A*IV4, isst �y
Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Al;tiKr. •
C. CALCULATIONS � •
......
th
1. Anchor verification calculations and structural analysis, complying with-M:-2014 (5;.Editioj),• - -
prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2d}lp signed
and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTMS-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers",
expiring on 07/04/17.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5h Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E.
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1
through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23,
2018, signed and sealed by Javad Ahmad, P.E.
Isbaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.09
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer: (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. • • • • • ......
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former* E.I. AUP.d* •
.....,. •
DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", cog on C"/4/23. "
F. STATEMENTS
.•
1. Statement letter of conformance to FBC 2017(6` edition) prepared by Aj;* 'oq Cdrjp
dY'ation,
dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. • • • • •
G. OTHER 0•
1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. •' •' `•
1. New Evidence submitted. """
A. DRAWINGS
1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1
through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23,
2018, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23.
F. STATEMENTS (submitted under file #18-0129.13)
1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation,
dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA renews NOA # 18-0129.13, expiring 03/20/2024.
haq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.09
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-2
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY
AND REINFORCING REQUIREMENTS.
STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT
EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL.
STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1
THRU 3 SHALL APPLY TO ENTIRE SYSTEM.
DAYLITE OPENINGS WIDTHS:
FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125"
INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250"
DAYLITE OPENING HEIGHT:
PANEL HEIGHT - 6.50"
PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625"
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES -700
ALUMINUM SLIDING GLASS DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
„REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
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CHART 41
DESIGN LOAD CAPACITY - PSF (GLASS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
GLASS TYPES
'B', 'B1'
GLASS TYPES
'A', 'Al'
WITHOUT REINF. WITH REINF.
EXT.(+) INT.(-) EXT.(+) INT.(-)
30
36
42
48
54 1
82
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
62.2 71.1 62.2
71.1
30
36
42
p
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70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
62.2 71.1 62.2
71.0
30
36
42
48
54
90
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
- - 62.2
71.1
30
36
42
48
54
96
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
- - 62.2
71.1
30
36
42
48
98
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
' 70.0 80.0 70.0
80.0
30
36
42
48
102
-
-
70.0
80.0
- - 70.0
80.0
_ _ 70.0
80.0
- - 70.0
80.0
30
36
42
48
108
-
-
70.0
80.0
- - 70.0
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_ _ 70.0
80.0
- - 70.0
i 80.0
CHART A2
LOAD CAPACITY
- PSF (ANCHORS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
6 ANCHORS
AT Y G.
SfIIS ENDS
EXT.(+) INT.(-)
30
36
42
48
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82
70.0 80.0
70.0 80.0
70.0 80.0
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30
36
42
48
54
84
1
70.0 80.0
70.0 80.0
70.0 80.0
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30
36
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70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.1
30
36
42
48
54
96
1
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.1
30
36
42
48
98
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
30
36
42
48
102
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
30
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108
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INTERLOCKS WITHOUT REINF.
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INTO MIAMI-DADE COUNTY APPROVED MULLIONS
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INTO METAL STRUCTURES
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(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
— —(STEEL
IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)—
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ANCHOR EDGE DISTANCES
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INTO WOOD
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5a
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
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TYPICAL ANCHORS
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EDGE DIST
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12
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FOR WATER RESISTANCE
3-1/8"
STAGGERED
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
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METAL
STRUCTURES rr ----- ----------------- ---1/8- THK. COUNTY
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(SEE SHEET 6) I� MiAMSEE (SEPARATE NOA APPR'D MULLION
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
WEEPHOLES:
W1 = 1-1/2" LONG NOTCH AT EACH END.
W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS
AND 36" O.C.
W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS
AND 36" O.C.
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SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD
HORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY
PILE PADS:
P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION
1-1/16" LONG X 7/16" WIDE X 7/16" HIGH
P2 = SELF ADHESIVE PILE PAD
1 " X 3/8" X 1/4- HIGH
P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN
2-1/2- X 1" X 3/8" HIGH
P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL
2" LONG X 1-7/16" WIDE X 7/16" HIGH.
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PART #
QUANTITY
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MATERIAL
MANF./SUPPLIER/REMARKS
1
E701
1
FRAME HEAD
6005-T5
-
2
E702
1
FRAME SILL
6005-T5
-
3
E703
2
FRAME JAMB
6063-T6
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4
E704
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PANEL TOP AND BOTTOM RAIL
6063-T6
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5
E705
AS RQD.
PANEL LOCK STILE
6063-T6
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6
E706
AS REQD.
PANEL OUTER INTERLOCK
6063-T6
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7
E707
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PANEL INNER INTERLOCK
6063-T6
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8
E708
AS REQD.
PANEL MALE ASTRAGAL
6063-T6
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9
E709
AS REQD.
PANEL FEMALE ASTRAGAL
6063-T6
-
10
E710
AS REQD.
GLAZING BEAD 7/16" LAMINATED GLASS
6063-T6
-
11
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AS REQD.
GLAZING BEAD 1" INSULATED GLASS
6063-T6
-
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AS REQD.
SILL TRIM
6063-T6
OPTIONAL
13
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AS REQD.
2" SILL RISER
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14
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2-3/4' SILL RISER
6063-T6
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15
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AS REQD.
FIXED PANEL CUP (CONTINUOUS)
6063-T6
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17
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AS REQD.
INTERLOCK STIFFENER (FULL PANEL LENGTH)
6063-T6
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18
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AS REQD.
FRAME ASSY. SCREWS
ST. STEEL
-
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AS REQD.
PANEL ASSY. SCREWS
ST. STEEL
-
19
#8 X 1/2- PH SMS
2/CUP
FIXED PANEL CUP SCREWS
ST. STEEL
AT 3" FROM ENDS & 16" O.C.
20
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1/ ROLLER
ROLLER INST. SCREWS
-
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21
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FRAME AND PANEL WEATHERSTRIP
-
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22
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SANTOPRENE
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23
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ULTRAFAB, DUROMETER 65±5
24
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TANDEM NYLON WHEELS IN ST. STEEL HOUSING
-
INTERLOCK (1/2" MTG. SPACER REQD.)
25
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DELRIN
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26
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27
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28
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BUMPON (SILICONE SPACER)
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MIAMbDADE MIAMI-DADE COUNTY
QXALULI PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ECO Windows Systems, LLC
9114 N. W. 106' Street,
Medley, FL 33178
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 revgj&-, -m9dify, or
suspend the use of such product or material within their jurisdiction. RER reserves the•right t6'1'Ir'boke thrix••..
acceptance, if it is determined by Miami-Dade County Product Control Section that thisezzod. ect or rnat&N fails to •,
meet the requirements of the applicable building code. 0 00:00 00 0**Sege
This product is approved as described herein, and has been designed to comply with the Florida Buildjgg Code, :0000:
including the High Velocity Hurricane Zone. 000000 •
0000.
DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. ": ": 0 • • 0 • • .:..'
APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswi1gg Entrancee boor •
(L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last '.
revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-padebCount3t Ptdddct 0 0 0 0
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Niami-Dade Gaunty ; • • • •;
Product Control Section. • •
SSILE IMPACT TING: Large and Small Missile Impact Resistant
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall
not to exceed 37". See locking options 1 & 2 in sheet 7_1.
2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to
Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami-Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-1220.11
hiIAMI-DADe coUNrr Expiration Date: March 20, 2024
Approval Date: January 17, 2019
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through
9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04,
2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #12-0402.03)
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 FBC 2411 3.2.1, TAS 202 944 • • • •; •
along with marked -up drawings and installation diagram of an aluminum 01A9 ifig Fren door,
prepared by Hurricane Engineering & Testing, Inc., Test Report No.•
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HE'j%" 2j0274 ted603/16-• 00000 •••'
26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • •... ..
.....
Note: The above referenced test reports have been,revised by an addendunf fetter dated ;vAe29, 2012,..
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Ralet E :Droz-Seda, P. E. .1
C. CALCULATIONS • • • 0 • 0000
•
1. Anchor verification calculations and structural analysis, complying wiilpA s201
-4(5t;.Editiopjr•-
prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javaa4 A-*nad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former
Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and
sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA #15-0603.13, expiring 03/20/19.
2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA.
1sha4 I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.11
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under previous approvals.
A. DRAWINGS
1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised
on MAR 15, 2018, signed and sealed by Java Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq
Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad
Ahmad, P.E.(submitted under file #17-1102.18)
D. QUALITY ASSURANCE "00004
1. Miami Dade Department of Regulatory and Economic Resources (RER) .. . • • • 0900• • • • • •
• ••• •
E. MATERIAL CERTIFICATIONS 609:66 •••• : ....:.
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc.'Morh'ier E.I. DuPont Df-
Nemours)
f • •
Nemours) for the "Trofosil ®(Clear &Ultra clear) PVB Glass interl gam; expiJinq bn 07/08/19. •
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Coxa?aar (MAj fo; their .
"Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • • • • •
F. STATEMENTS •
1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t4 Edition (WM& of qo
financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & seefeJ by Javad Ahmad P.E4
G. OTHER • • • •
1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised
on MAR 15, 2018, signed and sealed by Java Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS (submitted under file # 18-0319.13)
1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, prepared
by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA renews NOA #18-0319.13, expiring 03/02/2024.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.11
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-2
SERIES 600
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE X AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
1/8" HEAT STREWD. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraroy America, Inc.'
1/8" HEAT STREN'D. GLASS
n:
� SILICONE
Z m DOWSIL 899
Ln
26
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I 8
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GLASS TYPE 'G1'
1/8" TEMP. GLASS
75/16" AIR SPACE
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3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraroy America, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOWSIL 899
i
W \ /
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GLASS TYPE 'G2'
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Saflex Clear And Color Glass
�By 'Eastman Chemical Co.'
1/8" HEAT STREN'D. GLASS
SILICONE
F DOWSIL 899
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SETTING BLOCKS AT LAM. GLASS
READ. FOR WIDTHS EXCEEDING 36" ONLY
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
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D.L.O.
WIDTH (XX DOORS)
_ (FRAME WIDTH
- 22.125")/2
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
5" MAX.
HEAD/SILL
CORNERS
37 3/16" MAX.
FRAME WIDTH
12"
MAX.
HEAD
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Acceptance No la--L22p• I (0)
E3ptfe"'n Ihtte_-`�'t STAND ALONE SINGLE SIDELITE
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NOTE:
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DECLARATORY STATEMENT DCA05-DEC-219
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NOTE:
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BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
IRODUC f REVIVO
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WIDTH
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HEIGHT
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WITHOUT
REINFORCING
EXT.(+) INT.(-)
24
30
36
37
42
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70.0 75.0
70.0 75.0
70.0 75.0
70.0 75.0
61.7 66.1
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70.0 75.0
70.0 75.0
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70.0 75.0
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64.1 64.1
63.3 63.3
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63.3 63.3
57.8 57.8
53.1 53.1
52.4 52.4
SINGLE
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AS REQD.
SEE CHART
39-3/4" MAX. (SINGLE)
SIDELITE WIDTH 76" MAX. (DOUBLE)
DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000"
D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438"
X
a
00
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148" MAX.
TESTED FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
CLUSTER OF (4) AT 3" O.C.
g" (4) ANCHORS
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5" MAX. 3" MAX.
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DESIGN LOAD CAPACITY - PSF
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
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HEIGHT
INCHES
WITHOUT
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WITH
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24
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42
82
70.0 75.0
70.0
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70.0 75.0 70.0
75.0
70.0 75.0 70.0
75.0
70.0 75.0 70.0
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61.7 66.1 61.7
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24
30
36
37
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70.0 75.0
70.0
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70.0 75.0 70.0
75.0
70.0 75.0 70.0
1 75.0
70.0 75.0 70.0 1
75.0
61.7 66.1 61.7
66.1
24
30
36
37
92
70.0 75.0
70.0
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69.8 69.8 70.0
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64.1 64.1 70.0
75.0
63.3 63.3 70.0
75.0
24
30
36
37
98
63.3 63.3
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57.8 57.8 70.0
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53.1 53.1 70.0
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AS REQD.
SEE CHART
39-3/4" MAX. (SINGLE)
SIDELITE WIDTH 76" MAX. (DOUBLE)
DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000"
D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438"
X
a
00
a
148" MAX.
TESTED FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
CLUSTER OF (4) AT 3" O.C.
g" (4) ANCHORS
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5" MAX. 3" MAX.
EAD/SILL I� TYP. -ICA - SIILLLD ---
,ORNERS
SURFACE APPLIED
FALSE MUNTINS OR
-/
DECORATIVE GRILL
MAY BE USED
32 3/4" 26 15/16" 26 15/16"
D.L. OPG. D.L. OPG. D.L. OPG.
37"
LEAF WIDTH
SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE)
MAX. 76' MAX. (DOUBLE)
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37"
LEAF WIDTH
SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE)
MAX. 76' MAX. (DOUBLE)
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Acceptance No 11;-11220" i t
Expirrtion []ate
Miami Dade rodeo
MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
pRODUC f REVtMA
as complyiag with the Flora&
trawling Code
Aoceptsace No i $- a &j 3
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THROW BOLT
PENETRATION
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THROW BOLT
PENETRATION
DIST
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TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
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GLAZING OPTIONS
SEE SHEET 1
0
v TYPICAL ANCHORS
/EDGE DIST. SEE ELEVATIONS
FOR SPACING
PROPERLY SECURED
%1BY WOOD BUCK
/EDGE DIST.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1 METAL
EDGE D I N EDGE DIST. STRUCTURE
Li w
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07MTYPICA�LAtNCHORS
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TYPICALANCHORS EVIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
IBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
vIUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
rr-- ------ ---- ---�-
j I MIAMI—DADE COUNTY APPROVED I j
I CLIPPED MULLION I
II SEE SEPARATE N A II
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J%DBUCTIRS
4 Complying with *0
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Acceptance No --
Expiration Date
E
By 1 5" � • ��...-•+
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TYPICAL ANCHORS
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FOR SPACING
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SHIM C LEVERS AT STILE FACE SHIM 1 BY
3 WOOD BUCK
TYPICAL ANCHORS
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FOR SPACI G F- 16 ACTIVE LEAF11, \
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Ip FOR SPACING
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9 D.L.O.
METAL STRUCTURE 37" MAX.
SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS
#1 OR #2
39 3/4" MAX. (OPTION 2 SHOWN)
SEE SHEET 7.1
SINGLE DOOR FRAME WIDTH FOR DESCRIPTION
1/4" MAX.
O
SHIM b
CONCEALED FLUSH BOLTS
CONCEALED FLUSH BOLTS
3
LEVERS AT INSIDE FACE OFSTILE ALEVERS
AT STILE FACE
TYPICAL ANCHORS
SEE ELEV ° °
FOR SPACING 16 INACTIVE LEAF
°
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26
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LEAF WIDTH LOCK OPTION
12
EXTERIOR
LEAF WIDTF
76" MAX.
DOUBLE DOOR FRAME WIDTH
2 POINT LOCK ASSEMBLY —\
POINT LOCK ASSEMBLY
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Aoceptance No
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`705I Q t
=� AR 4' 2018
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i, OR
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TYPICAL ANCHORS
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TYPICAL ANCHORS
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SEE SPEC SHEET 4 42" AT 86" HT.
37" AT 98" HT.
MAX. SINGLE SIDELITE WIDTH
#12 SMS O
1/4" MAX. .. O AT 5" FROM ENDS
SHIM AND 11O.C. MAX.
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14 D.L.O. 19
EXTERIOR
MAX. UNIT FRAME
-s complying with ft now
Raiding Code
Acceptance No
Expiration Date��L�
Miami Dade Phdad
SIDELITE DETAILS
1 B
WOOD BUCK
V1, .
D . .
TYPICAL ANCHORS
SEE ELEV.
o FOR SPACING
w
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AS REOD.
SEE SHEET 3
LEAF WIDTH
39 3/4" (SINGLE)
76" (DOUBLE)
MAX. DOOR FRAME WIDTH
FRODUCt'REtlLWO
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Acceptance No I a 3r • l �.
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ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E601
—
DOOR FRAME HEAD/SILL
6063—T6
—
2
E602
—
FRAME COVER
6063—T6
—
3
E603
—
DOOR FRAME JAMB
6063—T6
—
4
E604
—
SIDELITE TOP & BOTTOM FRAME
6063—T6
—
4A
E626
—
SIDELITE 9" BOTTOM FRAME
6063—T6
—
5
E605
—
SIDELITE FRAME JAMB
6063—T6
—
6
E606
—
SIDELITE SLIP ON JAMB
6063—T6
—
7
E607
—
LEAF TOP & BOTTOM RAIL
6063—T6
—
7A
E625
—
LEAF 9" BOTTOM RAIL
6063—T6
—
8
E608
—
LEAF W'STRIP ADAPTER
6063—T6
—
9
E609
—
LEAF HINGE STILE
6063—T6
—
10
E610
—
LEAF LOCK STILE
6063—T6
—
11
E611
—
LEAF ASTRAGAL STILE
6063—T6
—
12
E612
—
LEAF ALIGNMENT BRACKET
6063—T6
—
13
E613
—
LEAF CLAMP
6063—T6
4-1/4" LONG
13A
E613
—
HINGE BACK—UP PLATE
6063—T6
12" LONG
14
E614
—
GLAZING BEAD (5/16" LAM. GLASS)
6063—T6
—
14A
E109
—
GLAZING BEAD (7/16" LAM. GLASS)
6063—T6
—
15
E615
—
GLAZING BEAD (INSUL. GLASS)
6063—T6
—
16
E616
—
SNAP COVER
6063—T6
— '
17
E613
—
BOLT SUPPORT
6063—T6
NOT SHOWN
18
j AS REQD.
SIDELITE MULLION REINFORCING
6063—T6
—
19
FD -107
3/ LEAF
BUTT HINGES
ALUMINUM
SULLIVAN & ASSOC. •
20
FB1202
—
FLUSH BOLT LEVER
—
SULLIVAN & ASSOC.
21
FBR914SS
—
CONCEALED FLUSH BOLT ROD
ST STEEL
SULLIVAN & ASSOC.
22
#12 SMS
AS REQD.
FRAME ASSEMBLY SCREWS
—
—
23
#12 X 3/4"
> —
HINGE INSTALLATION FASTENERS
—
FH SMS
24
—
—
3/8" DIA. THREADED ROD
STEEL
—
25
W11323
—
PILE W'STRIPPING
WOOL
ULTRAFAB
26
E20618—KN-3020
—
BULB W'STRIPPING
SANTOPRENE
EPDM
27
E206
—
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB
P8
—
—
GLASS SPACER
SILICONE
FRANK LOWE RUBBER CO.
29
E622
—
FLUSH BOLT CUP
NYLON
—
30
DL01RC
—
BLACK BOLT SUPPORT BLOCK
POLYETHYLENE INTERLOCK
31
DL01WB
—
WHITE BOLT SUPPORT BLOCK
POLYETHYLENE ACME PLASTIC
33
#10 X 3/4"
2/ ADAPTER FH SELF DRILLING SCREWS
—
—
34
—
2/ LITE
SETTING BLOCK, 1/4" X 1/2" X 4" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 80±5
35
—
2/ LITE
SETTING BLOCK, 1/4" X 3/4" X 4" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 80±5
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JM5504 SEALANT.
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LOCKS:
OPTON # 1:
ACTIVE LEAF:
4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.'
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD
AND (1) AT BOTOOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM
INACTIVE LEAF:
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK LOCATED AT 42-1/2" FROM BOTTOM
HINGES:
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3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE
PART #FD -107 BY SULLIVAN & ASSOC.
3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4" FROM BOTTOM
TOP HINGE AT 11-3/4" FROM TOP
CENTER HINGE AT MIDSPAN (38" O.C. MAX.)
HINGES FASTENED WITH #10 X 1" FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
OPTION J2:
ACTIVE LEAF:
CONVENTIONAL DOOR LOCKSET WITH HANDLE
DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE
LOCATED AT 10-5/8" FROM TOP AND BOTTOM
LOCK FASTENED Td STILE WITH (2) #8-32 X 1/2" FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS
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3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4" FROM BOTTOM
TOP HINGE AT 11-3/4" FROM TOP
CENTER HINGE AT MIDSPAN (38" O.C. MAX.)
HINGES FASTENED WITH #10 X 1" FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
OPTION J2:
ACTIVE LEAF:
CONVENTIONAL DOOR LOCKSET WITH HANDLE
DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE
LOCATED AT 10-5/8" FROM TOP AND BOTTOM
LOCK FASTENED Td STILE WITH (2) #8-32 X 1/2" FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS
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