WS-12-20-2917, 10 NE 103rd StMiami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit No.: WS-12-20-2917
Permit Type: Windows/Shutters
Work Classification: Window/Door Replacement
Permit status: Approved
Issue Date: 01/07/2021 Expiration: 07/07/2021
Location Address Parcel Number
10 NE 103RD ST, Miami Shores, FL 33138 1132060131620
m�
Contacts
Michael Willard Owner AA GLASS & WINDOWS INC Contractor
10 NE 103 ST, MIAMI SHORES, FL 33138 YOURDETTY LEYVA
2805 SW 144 PL, MIAMI, FL 33165
Business: 7833439964 info@aasfglasswindows.com
----- ------- ._._. ..... _.......... ... ------ ......... _ ___. ___ ____ _ __.w. ,
Inspection Requests:
Description: REPLACE 18 WINDOWS & 2 DOORS 1 Valuation: $ 14,051.74 305-762 4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$9.00
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$3.00
Scanning Fee
$9.00
Technology Fee
$7.50
Windows/Shutters Fee
$250.00
Total:
$336.00
Payments
Date Paid Amt Paid
Total Fees
$336.00
Check# 383
01/07/2021 $286.00
Check# 379
12/18/2020 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
January 07, 2021 Page 2 of 2
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-12-20-2917
Permit Type: Windows/Shutters
Work Classification: Window/Door Replacement
Permit Status: Approved
issue Date: 01/07/2021 Expiration: 07/07/2021
Location Address Parcel Number
10 NE 103RD ST, Miami Shores, FL 33138 1132060131620
Contacts
Michael Willard Owner AA GLASS & WINDOWS INC Contractor
10 NE 103 ST, MIAMI SHORES, FL 33138 YOURDETTY LEYVA
2805 SW 144 PL, MIAMI, FL 3316S
Business:7833439964 info@aasfglasswindows.com
.
Inspection Requests:
Description: REPLACE 18 WINDOWS & 2 DOORS Valuation: $ 14,051.74 305-762-4949
Total Sq Feet 0.00 0
Fees
Amount
Application Fee - Other
$50.00
CC F
$ 9.00
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$3.00
Scanning Fee
$9.00
Technology Fee
$7.50
Windows/Shutters Fee
$250.00
Total:
$336.00
Payments
Date Paid Amt Paid
Total Fees
$336.00
Check #383
01/07/2021 $286.00
Check#379
12/18/2020 $50.00
Amount Due:
$0.00
Applicant Copy
For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/.
Requests must be received by 3pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,
public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES.
January 07, 2021 Page 1 of 2
RI�C]Fi_7VF1D
�._....s,620
BY
BUILDI
PERMIT APPLICATION
WILDING ❑ ELECTRIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
C21[Al2[0a1H
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
Master Permit No.AL6-12— 20- 2-9
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I 0 1Y (C) St
Folio/Parcel#:
Occupancy Type: Load
the Building Historically Designated: Yes NO
Construction Type: Flood Zone: BFE: FFE:
OWNER: iName (Fee Simple Titleholder):. �� UX `�� s I (�Yc� Phone#:`3q3 ,_ 6P —85,08
Address: 1D ME [0.'-) fzA-
City: cc III �1_Q-� State: �(— Zip: 33 A c-3x
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: CompanyC.�� Name: UU U(, U111�U ou3s Phone#:
V�
Address: _ t 4LI ` )«3 � 1
City: /.. M 1 Stater Zip:
Qualifier Name: Mor, A ft Phone#:
State Certification or Registration #: Uj) t Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ � [ E"�/ ' 7 Square/Linear Footage of Work:
Type of Work: ❑ Addit' n ❑/ Alteration I p \❑ New I Ly Re air/)Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:_
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon fee $
Technology Fee $
Structural Reviews $
(RP.vk.P.d02/24/2014)
Training/Education Fee $
CCF $ CO/CC $
DBPR $ Notary
Double Fee $ .
Bond $
TOTAL FEE NOW DUE $ ���o (D
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
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWN R or AGENT
The foregoing instrument was acknowledged before me this
day of
c ^h OC+U vr6 f 20 `l t7 by
1-i I ollk ) L I,t/ i It) who is personally known to
me or who has produced Af t hL_ 4f� �530 ?,• as
identification and who did take an oath.
NOTARY PUBLIC:
�
�
Sign: , J . V `l
Print: df-3
Seal:
Signature
r�—D 4�-
YC—ON-i
The foregoing instrument was acknowledged before me this
day of !�en 20 Q by
who is =ersonallyknown-t-o
or who ha produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: %I _
�/ T
Print: & - ly
Seal: Aanuu",ti Mairelys Prado-Sauri
MairelysPrado-Sauri b1r'�oL� Comm.#HH017291
~' a Comm.#HH027291 = Expires: A3.2024
�•;
='t;itsTh::
Bonded /r%W�A/anr�
APPROVED BY 1 ///�'7 y — Plans Examiner Zoning
NV /
Structural Review Clerk
(Revised02/24/2014)
Ron DeSantis, Governor Halsey Beshears, Secretary
FI rid
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTI
THE GENERAL C
PROVIS1
EXPIRATION DA
D UNDER THE
31, 2022
TUTES
Always verify licenses online at MyFloridal-icense.com
Do not alter this document in any form.
This is your license. It is unlawful for anyone other than the licensee to use this document.
Local Business Tax Receipt
Miami —Dade County, State of Florida
-T-IIS IS NOT A BILL - 00 NO' PAY
7271425 RECEIPT NO.
RENEWAL
BUSINESS NAME/LOCATION 7559250
AA GLASS & WINDOWS INC
10244 SW 26TH TER
MIAMI, FL 33165-2849
EXPIRES
SEPTEMBER 30, 2021
Must oe displayed at place of bus'ness
Pursuant to County Code
Chapter SA - Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
AA GLASS & WINDOWS INC 196 GENERAL BUILDING BY TAX COLLECTOR
C/O ABEL HERNANDEZ CONTRACTOR 75.00 09/30/2020
Worker(s) 7 CGC1527167 ECHECK-20-252636
This Local Business Tax Receipt only confirms peymeal of the Local Business Tax. The Receipt is not a license,
permit or a certification of the holder's qualification, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0. above must be displayed on all tuwmsrcial vehicles- Miami -Dade Code Sac t a-276.
MMM For more information, visit
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:
Qualifier/ caner Si�ure Date Print me
9
11
12
r10
13
14
iV
1
Nome
L
16 1
;. Jeay _
N�
DATE
I FROG
Z0,'`1i:-VG an, r.rPT
1 1
E, L DG! DEP
T /
01
SUI3JECT TO COMPLIANCE WITH ALL FEDERAL
31 STATE AND COUNTY RULES AND REGULATIONS
ECO
2C 2D
5
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00
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10
NE 103
ST Miami Shores FL 33138.0
MARK
TYPE
WIDTH
HEIGHT
SME
FRAME
GLASS
POS.
PRESSURE
NEG.
PRESSURE
ZONE
N.O A
1
French Door 60D LM.1
36 3/4
81112
X
WHITE
GREY
40.4
43.9
4
18.1220.11
2
FIXED WINDOW 300 LM.I
SS 1/2
621/2
O
WHITE
GREY
40.4
43.8
4
18-1220.06
2C
mullion
-
631/2
-
WHITE
-
40.4
43.8
4
19-040S.09
ZA
SINGLE HUNG WINDOW 1W LM.1
27 3/4
621/2
O
1 WHITE
GREY
40.4
43.8
4
18-12" 05
2D
mullion
63 112
WHIT
40.4
43.8
4
194WS.09
29
SINGLE HUNG WINDOW 100LM.1
273/4
621/2
O
WHITE
GREY
40.4
43.8
4
18-1220.0S
3
SINGLE HUNG WINDOW 100 LM.1
S2 7/8
soVs
X
WHITE
GREY
40.4
54.1
S
18-1220.05
4
SINGLE HUNG WINDOW 100 LM.I
36 314
SO 3/8
X
WHITE
GREY
40.4
S4.1
5
18-1220.05
S
SINGLE HUNG WINDOW 100 LM.1
S2 7/9
39 VS
X
WHITE
GREY
40.4
S4.1
S
18-1220.05
6
SINGLE HUNG WINDOW 100 LM.1
S2 718
391/8
X
WHITE
GREY
40.4
54.1
5
19-2220.05
7
SINGLE HUNG WINDOW 1W LM.I
2S 1/2
243/4
X
WHITE
GREY
40.4
43.8
4
18-1220.05
8
SINGLE HUNG WINDOW 100 LM.I
38
621/2
X
WHITE
GREY
40.4
43.8
4
18-1220.05
8C
mullion
-
631/2
WHITE
40.4
43.8
4
19-0405.09
8A
SINGLE HUNG WINDOW 100 LM.I
38
621/2
X
WHITE
GREY
40.4
43.8
4
18-1220.05
SD
mullion
-
631/2
-
WHITE
-
40.4
43.3
4
19-040S.09
88
SINGLE HUNG WINDOW 100 LM.1
38
621/2
X I
WHITE
GREY
40.4
43.8 1
4
18-1220.05
9
French Door 6W L.M.1
31112
81
X I
WHITE
GREY
40.4
43.8
4 1
18-122D11
10
SINGLE HUNG WINDOW 100 LM.1
36 3/4
soVs
X
WHITE
GREY
40.4
54.1
5
18-1220.05
11
SINGLE HUNG WINDOW 100 LM.1
36 3/4
S03/8
X
WHITE
GREY
40.4
54A
S
IS 1220.05
12
SINGLE HUNG WINDOW 100 LM.1
36 314
50 3/8
X
WHITE
GREY
40.4
43.8
4
1&1220.05
13
SINGLE HUNG WINDOW 100 LM.I
36 314
381/4
X
WHITE
GREY
40.4
43.8
4
18.1220 as
14
SINGLE HUNG WINDOW 100 LM.I
36314
S0 3/9
X
WHITE
GREY
40.4
43.8
4
18-1220.05
15
SINGLE HUNG WINDOW 1W L.M.1
363/4
503/8
X
WHITE I
GREY
40.4
S4.1
S
18-1220.05
16
SINGLE HUNG WINDOW 100 LM.I
S2 7/8
503/8
X
WHITE
GREY
40.4 1
S4.1
5
18-1220.0S
RAMMS ENGINEERING, INC.
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. Kd = .85
FOR 175 MPH WiNn 7nNF
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG
Height
(Maximum)
Effective Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50
60
0.95
0.92
0.89
0.88
0.86
15
40.4
38.5
37.5
36.7
36.1
`r35�7
20
42.7
40.8
39.7
38.9
38.3z12
\37.8\'\
25
44.6
42.6
41.5
40.6
40:0 ;\
`, 39:4 ) ;
30
46.5
44.4
43.2
42.341,.
40
49.4
47.2
45.9
44.9
`44`2...
..�43�6
50
51.8
49.4
48.1
47.145.�...
60
53.7
51.2
49.8
48;8,'"
\��4.8.1`
•• 47. •-
Interior Zone (4 - Walls) Negative Pressures \J� ;••;•; •
Exposure C For the 175 mph Wind,, �\\CkTEGQRY•2 BLDG• •
Height
(Maximum)
Effective Wind Area (or; ki
M- ryX, reay in Square eet • • •
10
20
AO\\
50
60
-1.1
-1.051.02\
099
-0.98
-0.96
15
-43.8
-4 .0 ;:,
= ,`40'.9'
\ -40.2
-39.6
-39.1
20
- 4
-44.4 `
._ 43�3� %
> -42.5
-41.9
-41.4
25
-48.4
-46/4
-44.4
-43.8
-43.2
30
-50.5
----48:;4,,-
`47.2
-46.3
-45.6
-45.1
40
-53.6
`,�-5;1,4`�
,-50.1
-49.1
-48.4
-47.8
50
-56,2 _='5.3-8\'
-52.5
-51.5
-50.7
-50.1
60
-58;.2 `
r
\ -55'8 f
-54.4
-53.4
-52.6
-52.0
Exterior Zones (5 - Walls-YlNegative Pressures
Exposure For\the 175 mph Wind Zone CATEGORY 2 BLDG
r
Heig , t�
Maximums)
Effective Wind Area (or, Tributary
Area) in Square Feet
\\ 0
20
30
40
50
60
-1.29
-1.23
-1.19
-1.15
-1.13
' i -54A
-50.4
-48.3
-46.8
-45.6
-44.7
X20\\
-
-53.4
-51.1
-49.5
-48.3
-47.3
25 �\ v
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4
30
-62.3
-58.1
-55.7
-53.9
-52.6
-51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-54.6
50
-69.3
-64.7
-61.9
-60.0
-58.5
-57.3
60
-71.9
-67.0
-64.2
-62.2
-60.6
-59.4
iw i r-: MIN 070 Mr-UUI. i ION yr I HE LUAUS StiUwN ABOVE MAY BE TAKEN FOR FLAT ROOFS.
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY
ROBERT MONSOUR.
M IAM 1•D1ADE MIAMI—DARE COUNTY, FLORIDA
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 (7W 315-2599
TANCE (NOA) www.miamidade.eov/buildin�
Eco Window Systems, LLC
8502 NW 80`h 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 lliami•Dade tv ucZy RER - • • •
Product Control Section to be used in Miami Dade County and other areas wher8.aliolted bX the Authority • •
Having Jurisdiction (AHJ). ...... . .. ...
This NOA shall not be valid after the expiration date stated below. The Miami-Dada4e_oanty Product Control •
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadp'CbLRty) rc:wryQ Pe right •
to have this product or material tested for quality assurance purposes. If this product or material failsOW"
perform in the accepted manner, the manufacturer will incur the expense of suc13'te00
Iting and•�l;a AHJ mays •
immediately revoke, modify, or suspend the use of such product or material within thgir jurisdiction. RER • •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Psaduat ControL.:.
Section that this product or material fails to meet the requirements of the applicable bgil4ing coder • 0 0 .
......
This product is approved as described herein, and has been designed to comply With the Flp"& $uildhig •
gade including the High Velocity Hurricane Zone.- 0.0
DESCRIPTION: Series "ECO-Guard" Clipped Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 1VI14- i e l•'o�, sheets 1 through 9
of 9, dated 05/19/14, with revision A dated 11/15/17, prepared by Al-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.
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,
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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 17-1218.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 19-0405.09
MIAMI DADE COUNTY Expiration Date: October 23, 2024
' Approval Date: May 30, 2019
Y151.4
1MPage 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# 14-0529.16)
2. Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 05/19/14, with revision A dated 11/15/17, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E. •
B. TESTS
...YYY Y .. ....%
1. Test reports on: 1) Air Infiltration Test, per PA 202-94 . Y Y: Y. Y
YYY•Y.
2) Uniform Static Air Pressure Test, Loading perPik 202-24 •
.YY. • YYYYY
3) Water Resistance Test, per PA 202-94
...... .. ...
along with marked -up drawings and installation diagram YQ .4 •clipped„ �eimin***"see
..• • •
mullion at fixed windows, prepared by Hurricane Engineeripg.&YTesting,.Inc., Test.'
Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candidc.F. Feat,-•%•
P.E. ......
(Submitted under NOA# 14-0529.16) •....'
2. Test reports on: 1) Large Missile Impact Test per PA 201-94
2) Cyclic Wind Pressure Loading per PA 203-94
along with marked -up drawings and installation diagram of a clipped aluminum
mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering
& Testing, Inc., Test Reports No. HETI-08-2192B and HETI-08-2166C, both dated
01/15/09, signed and sealed by Candido F. Font, P.E.
(Submitted under NOA# 14-0529.16)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) 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 at a fixed window/ a single hung window, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed
by Candido F. Font, P.E.
(Submitted under NOA# 14-0529.16)
C. CALCULATIONS
1. Structural analysis, complying with FBC 6tn Edition (2017), prepared by Al-Farooq
Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E.
2. Glazing complies with ASTM E1300-04
Man�K.19-0405.09
l z, P.E.
Product Coaminer
NOA
Expiration Date: October 23, 2024
Approval Date: May 30, 2019
E-1
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resour�q (REk). "' • • • • • •
E. MATERIAL CERTIFICATIONS "'
1. None """ '
.... . .....
F. STATEMENTS • • • • • • " ' ""''
1. Statement letter of conformance to FBC 61 Edition .Q " ' e '
(ZQl�.and of uo fmanciai
interest, issued by Al-Farooq Corporation, dated November 14, 20;1.7., signed•0
sealed by Javad Ahmad, P.E. : . • 0 • 0.• . :....:
(Submitted under NOA# 17-1218.14) 000000
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.
(Submitted under NOA# 14-0529.16)
3. Laboratory compliance letter for Test Reports No. HETI-08-2192A,
HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane
Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA# 14-0529.16)
4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by
Manuel Perez, P.E.
(Submitted under NOA# 14-0529.16)
G. OTHERS
1. Notice of Acceptance No. 14-0529.16, issued to Eco Window Systems, LLC for their
Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on
10/23/14 and expiring on 10/23/19.
Manuel Perez, p.11
Product Control Exa i
NOA No. 19-0405.09
Expiration Date: October 23, 2024
Approval Date: May 30, 2019
E-2
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2.
NEW EVIDENCE SU13NIITTED
A.
DRAWINGS
1. None
• • • • • •
.
.
......
. ..
......
B.
TESTS
*
. 0 0 0 0 •
0 0 0 0
1. None
....
. �
.....
......
.. .
.....
C.
CALCULATIONS
1. None
• '
. .
.. .
'
......
D.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and
Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter verifying conformance to FBC 6th Edition (2017), issued by Al-
Farooq Corporation, dated March 21, 2019, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-1218.14, issued to Eco Window Systems, LLC for their
Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on
02/22/18 and expiring on 10/23/19.
Manuel Per
Product Control Ex mi r
NOA No. 19- .09
Expiration Date: October 23, 2024
Approval Date: May 30, 2019
E - 3
MUWDN SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
f AND CAN BE USED WITH ALL MIAMIIDADE COUNTY APPROVED
IMPACT AND NDN-IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLION
USING MULLION PROPERTI S ONLY
THE UCT HAS BEEN DESIGNED AND lES1ED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (61H EDMON) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCRY HURRICANE ZONE (HOC).
ALL GLAZING PRODUCTS USED WITH THESE MULLONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E, WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTAN", SAFEGUARDS ETC,
1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEOUATEEY TO T%WVFR APPLIED PRODUCT LOADS
TO TIE BUILDING STRUCTURE.
ANCHORS SK41 BE CJRROSION RESWANT. SPACED AS SHOWN ON DUALS
AND INSTALLED PER MANUF"S INSTeRUCTION& SPECIFIED FUIBEOMENT TO BASE
MATERIAL SMALL BE BEYOND WALLA DRESSING OR STUCCO.
A LOAD .DURATION INCREASE 25 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 DISSMILAR MAMU4LS SHALL MEET THE
REOLIMMENTS OF THE 2017 FLORIDA BLDG. CODE At ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVKIE INFORMATION
FOR A SITE SPECIFIC PROJECT, L: LIFE SAFETY OF THIS PRODUCT. ADEQUACY
OF STRUCTURE THECFMNG THIS PRODUCT AND SEAUNG MOUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REMEWED BY BUDDING OFFICIAL.
INSTRUCt N&
USE CHARIS AND GRAPHS AS FOLLOWS,
STFL]CrMWIWE OMGN LAW RfOUIRED PER ASCE 7
' FOR PARTCULM OPENING,
51� 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS
MEEINO ABOVE LOAD REQUIREMENTS.
SVP y. USE CONNECTION TO MULLION AS PER PRODUCT
APPROAL.
USING CHARTS ON SHEET 3 SELM MUWGN Sur WITH
STEP DESIGN MTNO MORE THAN DES" LOAD SPECIFIED
IN STEP I ABOVE
USING ANCHOR TYPES ON SHEETS S THRU B AND ANCHOR CHARTS
STEP ON SHEET 4. SELLCT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPEOFIED W STEP I ABME
I �
I
�T-.lt
SWES
6063-TB
i
lvux -r BL"N V"so
x—rJ,4wtT.'45b IB.
4os;+suuwNoigSQL]
E. ;LrkA, Dula i�J�1I • • • • • • •
BY,y • • • • • • • •
-- • • • • • • ttN U Y�
PRODUClnTyREVISED
NDA-No, � � • ;
BydroNB•• DNAI•�D 3r � • • ,•. •.
MRNNmI roducE Gontro ' �iY rQki AS. � t� �`
I )ll 111
• •• •• • • • •• ••
CT
i Tit it d
1�8 � il
dmwing no.
M14-01
-� 1.000
�., 25
LOW
1000
12S A25 .375
�.
.125
♦.DOD
3.3.000
�D
.125
,—U L
37]
Ix .9502 iN\4 I> = 2,0374 61\4 Ix - 1.538 W\4
Sx ..B335 M. 3 Sx . 1.0167 W\3 Sx . 1.0254 W\3
1 X 3 1 X 4 1 X 3
STD. MULLION STD. MUWON CU$TQM MULl10N
6063-76 6063-TB 6063-TB
2,
•-y 1.000 2.000—+{ r.125.
376 I I 1 IS
4.000 .123 4.000
125
Will
Ix . 3.1676 W\4 Ix - 2.9762 BI\4
Sx 1.593g W\3 St . 1.48B1 W\3
1 X 4 2 X 4
CUSTOM MULLJON S1D, M LION
6053-T6 6063-16
NOTCH NOTCH
OPTIONAL. e
OPgONAl
1Llt.
0
0 1/2'
�- YBL IBL
ANGLE CLIP
MUWON CLIP uLn t IONIP
6083-T8 6063-1'6 6063-7
6
0 �
OW21
I
0
0
01!
a
�
zM_
�ssm�
U
Ix 0.2757 W\4
Ix . 15.2031 W\4
Sx . 23SU IN\]
9Y . 6.0677 IN\3
O
V
2 X 6
2 X 6
STD. MULLJON
FtEAW MUL ION
f
w g
BD63-15
6063-76
m
r
(n b
3 £n
M1
z
00
0 CD
v
z3L
0
LJ
la�w
L�
,:nd:u:ltixF'4n11S
000 to
PRODUCT 14EWSED
a aompl1�mg with tho Fonda
Baildia• Cod• • • • • it Or
w •
.Exyiratlon i 79 • . • • _ OF drawing no.
t •' M 14-01
• • • • • • • • • •
••• • • • ••• • •
DESIGN Tns C4PLCITY---��PEF
I DIDd3. l x 9 3 7 41l ]
u� n i m4u STD. 87D. CUS'
19-i/6'
26-1/2•
30'
37`
42`
48` 38-3/8'
54'
Go.
86"
72'
19-1/0'
26-1/2-
30'
37'
42-
48' 42'
64-
60'
88'
72'
19-1/8"
26-1/2'
30'
37'
42'
40' 50-3/6"
a•
66'
26-1/2"
59.0
1200.
120.1
30'
73.9
120.0
12OX
37'
63.7
1"3
103.2
42'
S0.1
0149
"
48'
63•
46.1
00.4
79.5
54"
43.7
71.5
70.7
00'
39.3
-
.. 64Z
63.6
66•
35.7
08.5
I b7.6
53.0 1 81.3
IUNB) DESIGN IDAD CAPACITY - ?Sr (TUBE
2 1 4 2 x 6 12 I 0 wmow DIPS. f A 5 1 X 4 l I 8 l
STD. STD. HWY WOTH (W) MULL SPIN STD. SM. CUSTOM CU.
120.0
120.0
1 120.0
19-1/8'
26-1/2•
30-
37"
42`
4e
54'
eo•
66'
77'
74-1/4'
T
120.0
12.0.0
120.0
51
120.0
120.0
120.0
41
120.D
120.0
120.0
31
120.0
12OD
120.0
31
120.0
120Lo
120.0
3t
120.0
120.0
120.0
2!
120.0
120.0
120.0
24
120A
120.0
120.0
21
120.0
120.0
i20.0
-
120.0
120.0
120.0
19-1/0,
26-1/2-
30'
37`
42'
48'
s4'
80`
68'
7Y
84'
52
120.0
120.0
120.0
37
120,0
120.0
120.0
33
120.0
120.0
12C.0
20
120.0
120.0
120,0
23
120.0
120.0
120.0
12aa
120.0
12a.0
120.0
120.0
120.0
_
120.0
120.0
120.0
120.0
120,0
120.0
-
120.0
120.0
12.0,1)
19-1/6'
26-1/2'
30'
37'
42-
48-
54.
60'
fir
72-
88•
34
120.0
120.0
1202
-25
120.0
120.0
170,0
22
120.0
120.0
120.0
-
120.0
120.0
120.0
120.0
1204
120.0
420.0
120.0
120.0
120.0
120.0
12a0
120.0
120.0
120.0
-
120.0
12D.0
120.0
120.0
120.0
120.0
iY-7/tl'
26-t/2'
3T
37'
42"
40'
54'
60'
06"
72-
t06'
120.0
120.0
120.0
120.0
120.0
120.0
12D.0
120.0
120.0
120.0
120-0
120.0
120.0
120.0
120.0
-
-
111.6
120.0
120.0
100.3
120D
120.0
-
91.2
120.0
1204
H7.6
12o.o
120.0
ALL LOADS ARE EXT.(+)/INT.(-)
MOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS AVOWED)
2 X 4 12 X O 12 x 6
STD. M. BE6VY
28-1 1 27.2 1 67.6 1 120.0
26.2 24,5 50.8 1 111.3
23.8 222 553 '1012
21.5 20.4 50,7 82.7
,:,h :e.
AROWS TO K INSIi08Q1 t10RIZD11U1 YUUJOR
WS10E f=TANGU1AR SHAPE r
�� 6LAZMG
PRODUCT
3
3
GL-ZN0
6LAmxG
PRMUCr
PRODUCT
Z ro
01
a
ffi-q-
0
og
Qg•F
0p9`t
CYR
0 IL
C� a
K
ci 5�13
Z g
w
� flgM n
z Z
ONE
QI_
+�4�"cr i 1':i: Pz:e:�4 • .- .. Ah
1GAL M 1 1 Itild AR +t�R` M • • • • • 1¢•; sF�
PRODUCT REVISED 0. 7
a1 2 1v2
WIDTH (1Y
e�ulMlyingewilL the Florida
g
• • Mafl•61o, • �j-TZ7;4
• • • Elrpimtl•• 'Iba �� STATE OF .• �
drawing
• • 079
MULLIONS . . . �»"..• .;
no.
M��-01
• • • HW P � � 7� 11 L �
sheet 3 of 9
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DESLCN LOAD CAPACITY - PSF
DSSLGN
LOAD CAPACCly
-
PSP
wwww DINS.
ANCHORS
TYPE
AINDOB DIMS.
ANCHORS TYPE
-
DESIGN LOAD CApICITy -Peg
3
63
M141 SPANNA2AIf
AS
B2
Bfa
84b
WIOM (W) MULL SPAN
A2
AS BE
A4a
Hob
WINDOUT DAMS.
ANCrrY
TYPE
/w 7MIV
BY
i ii- a-
29-1/8'
0.0
120,D
120.0
1Z0.0
12[IA
19-I/5'
1200
120A
WIUIH (W) MULL SPAN
AB
A4
A8
HE Hfa H4h
,�
AA
120.0
I2D.0
120.0
120.0
26+1/2'
114T
120A
120.0
73.2
120.0
70-1/e".
120A
120.0
827 00.1 1200
Z28-i/1'
0A
I_G120.0
120.0
120.0
SD'
tOp
110D
105.4
93.1
1200
26-1/2'
70.8
IYOA
120.0
453030'
0,0
I20Af01A
1Za0120.0
37"
81
1200
120.0
524
75.5
120,0
30'.120A
45.337'
A
120.0
89,3
120.0
120.0
42'
72
t200
1200
4B2
885
104.8
92.4
37'
42'
60.8
D8.Z
77.2
120.0
J244Y
32.4
49' 36-3/D',0
120.0
7B.T
111E
/200
4D' 74-1/4"
6]
100.9
1200
40.4
583
80.D
_44-8
-
1no
41.7 b7.1
.0
120.0
695
100.1
1111D
b4'
60.0
97.7
120.0
]58
91.7
71A
48• 12D'
39.D
Btl.O
1D2.0
75D 36,0 50,0
IL
it O 4
60'
97.6
120.0
120A
625
80.1
120:0
Bo'
50.4 ,
879
iT0.0
323
46.5
04.5
S4'
60'
]4.7
60.4
00.7
22.2 32.0 44,4
66'
88.7
120A
120A
58.9
D1.9
117.7
66'
45.8
799
118.9
29.4
423
68.8
88'
31.7
80.4
81.5
20.0 26A 10.0
� G81h
M'
87.3
120A
12OA
62.1
75.0
10;2
72'
42.0
33
109.9
268
38,8
b].B
72'
28.4
46,5
74.2
- . - ]D.4
QQ G QQ
19-I/B'
26-1/2'
120.0
12Q0
120A
120A
120.0
1TM7.0
19-1/8'
120.0
1 .0
720.0
89.8
12(1.0
12D.0
28,0
89.0
45.3
120.0
66.0
24-0 J33
0 a O 8
120.0
120.0
120.0
120.0
120.0
120.0
26-1/2'
100.9
129.093.2
1Y0.0
Zll/8'
28-1 2'
/
120.0
57.D 821 11A1
i3
]0'
120.0
120.0
120,O
114.3
120.0
12MD
30'
88.1
IYOA
120.0
57.1
B23
1143
64.2
112-0
120.0
41.2 69.J 823
-
120,0
12QM
120.0
827
1ZOA
_
120.0
]T
723
120.0
120.D
463
se.7
30'
SB.7
86.9
1Z0.0
]B.4 32.4 717
•-
4'
42'
720.0
12DD
IZ60-
027
3T
46.0
80Z
0
42'
111A
120.0
12D.0
71,4
102.9
120.0
48' 64'
S5.7
81.1
12A.0
357
51A
71.4
48'
40.5
70b
108.0
25.0 ])A St9
54'
89.0
120.0
120A-
63.6
9/A
120.0
64'
49S
tl63
12a.0
J7,7
45.7
63.5
132`
54"
35.5
etA
92-7
227 32.7 45.3
-
60'
B8.1
120.0
120.0
57.1
523
1N.]
60'
44:6
77.7
718.E
2BA
41.1
a7.1
111
31,5
54.8
824
20.2 T9.1 40,4
66'
81.0
120.0
120.0
519
74.D
103.9
66•
40.5
10.5
105.0
28A
37.4
51.8
BD•
26.4
4B5
74.2
- 26.2 3a4
.L) n
72'
74.3
120.0
1'20.0
47.6
68.6
95.2
72'
]T.1
84L1
&7.1
23.6
34,3
25A
45,0
87.4
to
18-1/8'
120.0 _
12C.0
120A
1T0.0
_ ITOA
120.0
19-1/6`
129.0
120.0
120.0
IBd
1i29
47.8
12D.0
72'
19-1/e'
23.0
41.2
0L8
- 21A 30.3
O
3 (6
26-1/2'
120.0
12C.0
120.0
-120.0
107.]
.._
170.0
120.0_
26-1/2`
88.3
-•---"'-
120.0
12010
Se.B
815
113.2
26-12'
/
81.B
120A
120.0
513 79,3 1D4,@
R
30'
120.0
120.0
94.6
12D.0
120.0
30'
78.0
12a.0
f20A
S-D.0_
72A
100.0
-
3p'
38.9 _
-
1D2.8
12A0
57.7 54.3 75.5
Li
3T
119.9-
120.0 -
120.0
78.9
110.7
1'2U
3T
a3.2
1 t0.3
120.0
.
684
91.1
37
52,0
-00.7
720.0
33:3 _ 48,0 86.7
-'
W
W X
42'
105.7
12C-0
120.0
6T.7
97.5
120.0
41'
55.7
87,1
t2D.0
35.7
61A
7t.4
42`
422
73.5
1103
i7.0 38.9 54.1
MD r a
48' 66-5/5'
92.4
1Ya0
120.0
59.7
89.3
iia.5
48' @@•
4E.8
05,0
120.0
37J
45.0
62.5
48'
37.1
'B/.8
9J.1
23.8 34.3 47:8
34'
80'
62.2
74.0
120.0
120.0
52.7
75.9
10513
54'
433
75.8
113.3
278
40.0
55.6
1, 144'
32.5
289
5@.7
50.4
85A
20.tl 30.D 41.7
0 a M „+
f
120.0
12D,D
47,4
BIL3
D4.D
Go.
30.0
684
102.0
75D
38A
75.6
- 24.0
Z Z J g
80
673
1172
12o-A
43.1
621
88.2
68'
35.5
61.B
927
227
327
50.0
�,
26.6
412
68.0
21.8 333
W.
72'
61,6
107A
120.0
39.5
58.9
79.0
72'
325
b8.7
eI
208
15.6
66'
23.6
41.2
61.8
21A 30,3
10-1 /b'
17A.D
120.0
120A
1185
120.0
iTIIA
19-1/8'
i08.8
120.Q
120.0
89.7
30.0
'100.4
41.7
120.0
1.
21,7
37A
56.7
- 20.9 17.A
Q
25-1 2'
11a0-
120.D
12D,0
88_3
12D.0
120�0
z8-i/2•
7E.s
-•"�
12a0
12oA
6p3
72.6
i0U,6
ARCHR 10 HE INSCR®E!i
UAW
lJ Ia W
30'
1189
120.0
720A
762
109.7
120.0
>D'
683
t70.0
tTYPICAL
CHURSI
ryP
INSDE
RECfI.DIBuyAR 9µpE
JT
904
120..0
120A
81.6
89.0
120.0
17,
6a.2
88.0
7ZOA
120.0
M.4
]5A
61.p
519
d8.9
72.1
A8CHORfi
NORQDNUI MULLION
1
42•
4e'
b48
1290
120.0
64A
78.4
108.6
1
4A.5
663
120.a
J1.J
43.7
63.5
•'� CLAZINo
@3•
54`
74.3
1Z0.0
1TDA
47.6
a8.5
952
,a- lag•
43.3
75.2
11].]
T7d
40A
88,6
V2711 p7t
PRODUCT ;
86.0
115.1
120.0
423
B1.D
80
64'
38.5
671
/00.7
24.7
49A
MULLION
_
BO•
88"
38A
103.0
120A
35.1
S4.9
76.2
60'
34.7
BOA
90.7
�356
-
a
54.0
541
120.0
34.8
48.9
09.3
09•
31.5
544
82.4
202
29.1
0 4
PRODUCT PRODUCT
N1CIM0R t
E
72'
49.5
86.3
120.0
31.7
4Y7
S]-3
7Y
289
50.4
?SA
-
28.7
37.0
m
PRIM
�uucr
PR0 p�Dl1Cf 1YFrAL
•
ALL LOADS ARE EXT + INT. - .
t)
rouuee
ttF14RPYxy
AW-4OR3
��
n�Ygt',•,CuA crl,u tltcU 4
+Iti1Tr,;r (:;e
twrx
ANCNOR9
w ^
ANY ANCHOR
CONDITION SHOWN HEREIN MAY COVER
4.agG yr.
":.�
Wl
•�ICEL
•
•
Y,LR UON SPAN
o
LOCATIONS AT
HEAD,
SILL
OR JAMB
ENDS.
: YU
i l
RANGEME
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRt1
9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED))
_ ;41,
r:u;, a (:y�� •
• • • WIQTH
W1 e+ W2
• �Z
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•
PRODUCT REVISED
-
0
a• C.-vl= with the Florida
sowing
ANCHORS'"°cam+
�2s ins
-- •
•
• •
•
LEG.
lll���
drawing no.
• • ••
•
• ••
gyp;•
Ni•m
e
Y
Uluri+
sheet 4 of 9
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
2 PER CUP (1 ON EACH YANG)
� s-X\ \Z\� \\�l���
PUP
INSIDE MU
0.SMS
OIO. MIN. 1 1
4 PER CUP
s
n
ANCHORS TYPE 'A2'
TYPICAL ANCHORS
4 PER CUP (2 ON EACH WING)
NO CUP
FIT INSIDE MU
I" SMS
1-3/4' O.C. MIN.
4 PER CUP
ANCHORS TYPE 'A4'
Y~PER ANGLE
TYPICAL ANCHORS:
ANCHOR TYPES
SU'H5IRATE
MIN. EMBED.
_
MK EDGE DIST.
1/4- OL< ULTRACONS UY 'c&CO
O�ICRETE
1-3/4-
2-1/2-
(N-177 KSL FY-155 I(51)
1/4' PIA SELF DRILLING SCREWS
,SAL
1/5"
3/4'
(GRADE 5 OR5)
CONCRETE - T'o - 3000 PSI MIN.
METAL - 1/5' MIN. THK. STEEL Py - 35 KSI MIN.
1/5- MIN. THK. ALUMINUM (5053-T5 MIN.)
ANCHORS MAY 6E HEX OR FIAT HEAD.
A1L CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED1
WTITI ALKALI-RESLSTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-YlHRE MEI/1ACRYLATE LACQUER.
ItCM)lit-l'NEPIKW Ar
� Lvw, t 4ni: with 'W WriYa n((AM/i�)py/Y�
• • • • • A}c�ii�I::� N4�
PRODUCT ' REVISED
-am
o4y"
Cod wltA the Florida
• ••• �D•odi17-12"4•••
• • • — ----' a— •
• • •
. . . . E�plydtloora 101131t018 •
••• • . • • ••• . .
• . . .•a•
. .... . ...
. ...... . ....
.... . . .... •
J
s
,4•
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w
W (>
m
OOM
z Z_ 3 L, ao
3z
IU m�
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DF`z/ drnwinq no.
-o .......-.; M1 4-01
�41I.0
HORS
TYPICALANCHORS
� P ANCHORS
8 PER f11P {) ON
I
\
AL
I M
f
R
M
ouROQ`
ifWA�il
ft`i
4
R�
Il
V��A
� q
3
• �-
i i
it
o
pno��
FWAANc TRIP �
W" FIT INSIDE NULL
i ��
U ALUM2ANGLEB•
0
Q; �% g q
1 -3/f' O C. i I
I
l-3/1P 0 I
I
^
8 PER CUP
33
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fN
Z
J
J
L
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m
,YP�iCAL
ANCHORS TYPE 'A6'
o
j
Z
Z
3� m
Z
CONCRETE - ro 30DD PSt MIN.
.
METAL a 1/6' MIN. TNK. STEEL Fy - 36 KSI MIN.
TOY
Q
1/6- MN. ALUMINUM (6063-.TS MIN.)
W nLd
ANCHORS MAf HE HEX OR FLAT HEAD. -
All CUPS AND ANGLES TO Rt SNUG INTO TUBE MULLIONS•
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
!t
C
WITH ALM4W-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHfTE MEWCRYLATE IACOUER.
o
Iv
aC
a
a o
• �..�.'. •
a O
<
D�- • • • •
00
,•
PRODUCT REVISED
• complyingwtlL fin Florida �.. • .w ..
1111218•14 •e• ••• -
jj
S
•
•
• �?"
• ratFo%tTas� 11a"019 • • •' 'tEOF
'.'�
drvwing no.
.. : . : • ........ o�4�
e
M 14-01
Ima uc • • /�OIVAL ���
II IT T M
sheet 6 of 9
TYPICAL ANCHORS;
ANCHOR TYPES
511BSfRATE
MIN. EMBED.
MIN. EDGE GIST.
1/f' DIA ULTRACOAS BY 'ELCO'
CONCRETE
1-7/a•
Y-1/2'
(Fw 177 1CSL Fy�168 NSI
1/a' DIA SELF DRULNO SGRF]VS
��
1/B`
i/a•
(GRACE s cas)
••• • • • • ••• • •
••• • • • ••• • •
TYP" ANCHORS
2 PER CUP (1 ON EACH YANG)
�14 W.._/
1-3/4' C.C. MW. I
4 PER CUP
z
3
ANCHORS TYPE 'D2'
4G CUP
FTY INSIDE NULL
/14 SMS
1-3/4' O.C. WIN.
2 PER ANGLE
TYPICAL ANCHORS TYPICAL ANCHORS
4 PER CUP (2 ON EACH WING) 2 PER ANGLE
Bp B
7!iMSFLOA7a1P{ I SNUB Flf INSLDE MLLl11#14 SMS1-5/4' C.C.WIN. 1-3/4' O.C. M.
4 PER CLP 2 PER N
ANGLE
_NCHORS TYPE 'E4a'
zx1
AN.
�v �
O
Z tiF �
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gzg
i� j
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O
Q' `Dg+ty �
7�
. N
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ii
i ,LJ'S
Q fu u
U
z
z
0
TYPICAL ANCHORS:
ANCHOR TYPES SUSS7FNTE MN. EMBED. MUL EDGE qST.
W
1/4' D14. ULTRACONS SY 'ELCO' MASONRY 1 1-3/42-T/2'
(Fu-177 K54 Fy-155 I(Sl) WOOD 1-1/2' {•
W %• f5
7 V) HtO
qq
~ 0 h d
WD00 - 28Y WOOD SUCKS OR WOOD SMUCR1RE S.C. a 0.53 MIN.
MASONRY - C-90 HOLLOW/FILLp
j co J m
SLOCI( f In - 2D00 PSI MIN.
Z Z 3
BY OR 28Y WOOD BUCKS NOT BY E00 WINDOW
3 Z
REM TO EULDIN'-DADS
L G SSTRUCTURE. By G[A21NG .SYSTEM AND 7WWSF'ER.
Q 0 p p
W an
ANCHORS MAY DE FLEX OR FLAT HEAD.
fi(y11UCT ::67JE:WtCs%
aS t'i:. � '1 �!✓11•!'i: Iki. hi:n't4�
�:rdli."�
E. Jni:: •
• •
• • • •
• •
PRODUCT REVISED
1� wJtN tlw Fl dda
�IIMd� Im11g6.ds • • • f
� r4A•a'wa • t7.I2i8.�A.
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. P.>♦IYatlan Ib o•�iae'—'� a
. • o -
my
••• ...
•
. . .
. . . .
. . .
a e
•� drawing no.
M14-01
TYPICAL ANCHORS
4 PER CUP (2 ON EACH YANG)
/14 SAAS
1-3/4' O.C. YEN.
6 PER CLIP
NCHORS TYPE '134b'
TYPICAL ANCHORS
2 PER ANGLE
oIG ITT CUP
IISi INSIDE MULLj914
1
4.V �
lQ s
a_
C �o
P412D ELOER\ F ; � �
I weD U {r
0
ow
ALUM AHOtr1B•
4 6
U $
Iz
TYPICAL ANCHORS:
ANCHOR TYPES SUBSTRATE
1W1. EMBE9.Ei
DW.
1/4' OA4_ ULTRACONS BY'GCO' MASONRY
(F-17/ KSiN Fr-155 KSI) WOW
1-3/4"'
i-1/2"
j
m
0 pM A
WOOD 2BY WOOD BUCKS OR W000 STRUCTURE S.G. 0.55 WIN.O
MASONRY — C—BO HOLLOW/FILLED BLOCK fm 2000 PSI
o0
.. MIN,
IBY OR 29Y WOOD BUCKS NOT BY ECO WINDOW
MUST SUSTAIN LOADS IMPOSED BY GLAZING
j
SYSTEM AND TRANSFER
THEM TO BUILDING STRUCTURE.
Q O
W ro g'
ANCHORS MAY BE HEX OR FLAT HEAD,
tKyLlUCT' ti4'14,Y4a'itH+
•+4si'17,4'1.'I'i2�1 :nitil ck: hAYh`a
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PRODUCT REVISED
o n
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•
•••
••• •••
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��1e9 �••.•
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i i • •
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•
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mcm-ma. 17-1218.14
-
$ i
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•
•
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of
dra•Ing no.
•
•
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i FY NAL1 1��
eho�t 8 of 8
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
#14 SMS
SEE CHART FOR OUANTITtES
014 FM SMS
2/ SIDE
1/8' THICK ALCM H7iANNEL ' I
LENGTH TO FIT SNUG
INTO MULL.ON 1
I I
MAY BE NOTCHED
)WIN TO ALLOW INSTALLATION
P ANGLE
JOINT AFTER ASSEMBLY
MULLION
MUL LON
#14 FN SMS
F
45CREW
----
'1THIINS/14
OI2 PE
I 1 ` II
1-3/4- X Z- X 1/8' (Fol
3/4' X 2X 1/$` FOR
CUT TO FIT SNUG
ANCHORS DETAIL. 1
METAL TO METAL CONNECTION
1 P14. M. - I wpm=
/14 SMS
SUBSTRATE 1,Ed, a MIN. EDGE DIST. HON. a TO CL SPACING
ipjtNll.ER§i0Y.5t►11
ALL1wINUM 5/8'
1/2
i nwpl)9Jw WML ib tnnxis
•4—
•
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-
uAY1:1���Ns �?4
• .
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. . .
B ybada� tYaia
• • • • •
..
.
. . ..
aliLau HM1t
PRODUCT REVISED
• • • •
• • •
•
• • •
• • • • • •
a• low wi16 th• Plortda
Building Coda
• •
•
• •
WOA.No. 17-1218.14
• • •
• • •
•
• • • 0
EX3*athm Elate 1012312019
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
1 mom' Iloll
0
6 e
z j
10 m
3
t
m c
m N �CD
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0
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CU v�i uj
W Ha:
2� q
�Ne�;�•;4Q' d �
A7E OP drawing no.
M14-01
M IM I® MIAMI—DADE COUNTY
i 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
ACCE ANCE(NOA) www.miamiaade.Qov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medlev. FL 33166
►7COPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Flo�lp;$wilding
inc Velocity Hurricane Zone.0 0• • • • • •
.. . •
DESCRIPTION: Series "Eco-Guard 100" Aluminum Single Hung Window -.LZ LL • • 0 • ; •
PROVAL DOCUMENT: Drawing No. W09- , titled "Eco-Guard Seri es'-100' Alum. 3.H. Wd.%.. . .:
(L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/12:0Pr
0apared-6yA.l-Farobq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dads CAwty PrQdugt Cont;gl: •
Renewal stamp with the Notice of Acceptance number and expiration date by•the.%ami Wde Couut*y...
Product Control Section. ; • •; •; .'
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •
LABELING: Each unit shall bear a permanent label with the manufacturer's •aame:or lors.oity, sta4e,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 17-1011.23 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. 18-1220.05
(Expn Date: April 08, 2024
ApprorvaitIlDate: January2 , 019
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. 09-0224.07 and NOA No.14-0317.02)
2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)"
sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No. 17-1011.23)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC; TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test $.eport NO?:*
FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Bimis'04, P.E. . •
(Submitted under NOA No. 14-0317.02) • • • • • • • • ......
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94::"' :....:
2) Uniform Static Air Pressure Test, Loading'_per FBC TAS462-94, ....
3) Water Resistance Test, per FBC, TAS 202,-9;1••: 000000 ••:•.'
4) Forced Entry Test, per FBC 2411 3.2.1 and'TA'S 202-94 ' "' • • •
along with installation diagram of a 106-1/2" wide x 76" high •LSO -Guard $eries-14p.:.
aluminum single hung window, prepared by Hurricane Enginge�ng & If-asling knc.
Test Report No. HETI-08-2166A, dated 12/15/09, signed aril sealed by; t!andido F.
Font, P.E.
(Submitted under NOA No. 09-0224.07)
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 installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI48-2166C, dated 12/ 15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA No. 09-0224.07)
Manuel P .E.
Product Contro Exam' er
NOA No. -1 .05
Expiration Date: April 08, 2024
Approval Date: January24, 2019
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA No. 09-0224.07)
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 53-1/4" wide x 76-1/4" high ECO-Guard Series-100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F.
Font, P.E. :...:.
e . sees..
(Submitted under NOA No. 09-0224.07) '
. e •
sees.. . .. sees..
C. CALCULATIONS e e e: e e .
sees..
1. Anchor verification calculations and structural analysis, oomplying !vkk: FBC'Sth •
Edition (2014), dated 03/27/15 and 06/23/15, prepared bx.Al-Zarooq.Cgrporata�,;;-
..
signed and sealed by Javad Ahmad, P.E. '
sees . sees..
(Submitted under NOA No. 15-0406.12) "" • • • •'
2. Glazing complies with ASTM E1300-09 e ' " '
. .
0090
. sees..
D. QUALITY ASSURANCE "" '
'sees'
I. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51n Edition (2014), with FBC 61
Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.17-1011.23)
2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration
Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. on, P.E.
(Submitted under NOA No. 14-0317.02)
Manue Pe E.
Product Control Z gam er
NOA No. 18- 0.05
Expiration Date: April 08, 2024
Approval Date: January 24, 2019
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTITWED)
3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime
Gascon, P.E., Product Control Section Supervisor.
(Submitted under NOA No. 14-0317.02)
4. Laboratory compliance letters for Test Reports No. HETI-08-2166A,
HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane
Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA No. 09-0224.07)
G. OTHERS
1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on
07/02/15 and expiring on 04/08/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C.
10
CALCULATIONS
1. None.
•Y Y .. Y
Y . Y
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1011.23, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved
12/21/17 and expiring on 04/08/19.
Manuel Perez, P.Z,/.
Product Control Exam' er
NOA No. 18-1220.
Expiration Date: April 08, 2024
Approval Date: January 24, 2019
E-3
DESIGN LOAD RATINGS FOR 7IrESE WINDOW17B AS PER
CHARTS SHOWN ON SHIEEq 2.
APPROVAL APPLIES TO SIN LE UNITS OR SIDE B
DE
OMBINATIONS OF S.H./S.H, R SINGLE HUNG W
OTHER
DDW TYPES IN MODULES TWp OR MORE
h INDOWS USING
Ll DADE COUNTY APPROVED UWONS IN B
EEN.
LOWER "N PRESSURE FROM NDOWS OR
UWON APPROVAL
WILL. APPLY NME SYSTEM,
THIS PRODUCT HAS BEEN of-sTM' Ev-wriE'STED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDDION)/2017 (8TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 20NE (HVHZ).
18Y OR 28Y WOOD BUCKS k 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 MAHUF'S W57RUCTIONS. 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-METALUC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TD SDD;L/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I.& LIFE SAFETY OF THIS PRODUCT, ADEOVACY
OF STRUCTURE RECEMNC 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.
53
47
D.L.O.
8'
I 1
li II t
�
AT 2
O
J 4
I tl f:
FROM
TIP.
O
II 3 it 1�
II
of N
_
n
I I
II a I.
II II II
�I 1!
FALSE NUNTINS� --�=�
(SURFACE AFWLICD)
EIPTIONAL i_ 47
SO 3110'
53 1 /A'
mIM
3
N
9oL
FALSE MUNTINS NO ANCHORS AT SILL
(SURFACE APPLIED)
OPTIONAL 47 3/8'
D.LO. (V
LGADED LATCHES SO 3/18'
ROM ENDS
SWEEP LAHES VENT WIDTH
EQUAL LITES nr. UNEQUAL LRES (ORIEL TYPE)
TYPICAL ELEVATIONS
TESTED UNITS
•• ••• • t • • • L•
• •• • • • • ••• •
•• •V• •• • • • ••
THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT,
SHUTTERS ARE NOT REQUIRED.
• • • • ♦ • • •
• • • • • • •• • • ••
• • • •
••• • • • • ••• • •
• • • • • • • • • •
8' MAX.
HEAD
CORNERS
WINDOW WIDTH
47 3/8'
D.LO. (FIX. UTE)
12' MAX
A HEAD
3 y
II it h
I 1
11 II II
I� II IIrI
B
3
I
At 3 II
RODUCT DL£NLYT1CW
n iwaipy'tnT<w114 LLa PbA4
614.
4Cijd7- := ti
U;t1•.a Cuin
UT
'5D:i:u iis:L �n'u!uC1 COIL - 11 11 E F ��
i'ROOUCT RBVIST? D
a4 comP{Y�a1! with Ow Fhni&
L5uif4u�g G•,de I�� LP1 'tli A�mp��ws iJe
19
by�Ily Dxdc 1Gvaud
� UJ
cli LuLl
�S
L
$ v1 ao
o M
N
9 z li
m
3z
on
N W aco:
drawing no.
w09-08
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PEP
•
FLANGE DIMS.
GLASS TYPES
A', 'D' k 'C'
WIDTH
HEIGHT
DXT
.(-
19-1/8'
24'
28-1/2"
32,
3T"
40'
49'
28'
(3)
00, K
5A
90A
75.0
90.0
75.0
90.0
75A
7
90.0
.0
90.
19-1/B'
24'
28-1/2'
32'
1.
40'
48'
36-3
(4
75A
90.0
75.0
-75.0
90.0
90.0
75.0
90.0
75.0
90.0
75.0
90,0
75.0
90.o
18-1/B'
24'
28-1/2'
32'
37'
40'
48'
53-1/6"
50-5
(5
75.0
9
90.0
75.0
90.0
75.0
90.0
75.0
90,0
75.0
00.0
75.0
00.0
75.
.0
24'
26-1/2'
32'
37"
40•
48'
53-1/0'
63
(8
75.0
90.0
75.0
90.0
75.0
90.0
75.0
90.0
75.0
90.0
75.0
90.0
75.0
90
19-1/8
24'
28-1/2'
32'
37'
40'
40'
53-1/8' 1
76'
(7)
1
.0
n.0
76.0
00.0
90.0
75.0
90.0
75.0
90.0
7510
No
75.0
90.0
750
goo
N
z
a
F,
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GU
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
EQUAL LITES
UNEQUAL UTES WINDOWS
DESIGN LOAD CAPACITY - PEP
PLAICE DIMS.
GLASS TYPH
A'
O1A38 TYPES
8' A, C.
WIDTH
HW.KT
EYT.(+)
)NT.(-)
EAR.(*)
iW.(-)
19-1/6'
24'
26-1/2"
32"
Tr
40'
48'
53-1/6,
50-3/B"
(6)
75.0
90.0
75.0
90.0
75.0
90.0
75.0
00.0
75.0
90.0
75.0
90A
75.0
90.0
75.0
90.0
75.0
00.0
75.0
9010
7&0
90.0
90A
73.0
9010
_75.0
75.0
9010
73.0
90.0
75.0
90.0
19-1/8"
24'
26-1/2•
32'
37'
40'
46'
53-1/8'
63'
(6)
7&0
90.0
76.0
00.0
75.0
904
75.0
•90.0
75,0
00.0
75A
BO-O
73.0
90.0
75.0
90.0
7&0
90.0
75,0
90.0
7&0
90.0
76.0
00.0
-
-
75.0VOO.D
_
_
78.0
19-1/a"
24'
40'
48'
53-1/8'
76"
(7)
75.0
75.0
_
7&0�
_90.0
r 90.0
75.028-1/2'
75,0
90.0
75,0,32'
7&0
90.0
75.037'
-
-
75.0
.
-
-
75.0
90,D
-
-
73.0
90.0
-
75.0
90.0
WIDTH
t
0
0 w
�
a 4
Oro
zd=kq
4
O
^
y�
S
�"jp
Gu'il
z
�7LLJ � ry1 �allT yJ�
\ �•1d F
oUNEQUAL
LITES (ORIEL TYPE)
C
a
z
rif
w
O c M R„
000
TO OUALIFY FOR SMALL MISSILE IMPACT RATING Z 32 i
EXTERIOR PLY OF GLASS TYPE V MUST BE TEMPERED. !3 24 -
6" HEAT SIREN•D. GLASS R(101IC'1'tiE1EWQj8 U to w
1
/ re rt,+ lyisrl w1:L tGe FTard+ w W m �
/ 5/I6' AIR SPACE G. � p'JrA
1/8" HEAT STREN'D. GLASS3/16" NEAT STREN•D. CLASS 1/5' HEAT SMEN'D. GLASS {p-,'Iyrt;vile DQ.t
090' Inlerlayer 090" Interloyar 090" Interloyer
Troeffd PVB Trosifol PVB Troeifol PVB
By 'kummy Amerloo, lm,' By 'kwaray America, Inc.' By 'kummy Americo, Inc.
1/8• HEAT SfREN'0, G 3/16' HEAT STRE'N•D. GLASS 1/8' HEAT STREWD. GLASS ! R a
pp i b qSr S
SILICONE SILICONE F SILICONE o +r
DOW 899 m DOW 899 z IS DOW 899 21
13
IS
.I • • • • • • • vJE • SETTING BLOCKS AT v a
a • • • • • • • LAIL GLASS AND INSUL LAM. GLASS 5r IS
31 • • • • • NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS u o W
T
17 AT 1/4 POINTS ON 13 AT 1/4 FOWLS ON Lt 13 AT 1/4 POINTS PGTTJCUC? REVISED s
rilOER T1LV1 36' ON • �'I TWW 3(`' ONL� • • 000 24 • • ALL SIZES o� -nn,VIYW3 wiLS ik. Flmift
Bufi4izs Cuu: _ (�i"` y
CLASS TYPE 'A' GcS� TYEE•'B' • •CLASS TYPE 'C' Aucp,o-ei.iu OI .Z _
• • • • OF (4/: drawing no_
APB • • • • B
cr•Ar. • • . • y_ GnLLo!.• �y��� WQ9-08
• • Al. Dale f Ccelyd 'i QED._ ; i .l
••• • • • • ••• • •
• • • • • • • • • •
��, TYPICAL ANCHORS r qq
WOOD BUCK SEE ELEV. FOR SPACING TYPICAL ANCHORS U
SEE DIN. FOR SPACING
a n. : EDGE'pIST. MVJN-DADE COUNIY APPROVED g I
.4 • METAL MULLION k MULLION ANCHORS X
• '• a EDGE DIST. STRUCTURE SEE SEPARATE NOA EDGE DIST
G
EDGE DtST.fill
i F 31
N \I� � N V � y✓I
0 �
TYPICAL ANCHORS TYPICAL ANCHORS g
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 d
I I
C. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW.
r i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ,� n
AND ER-T}I THE BUILDING STRUCTURE. v U
J
LDIRECTLY
AL ANCHORS: sEE ELL'F. 'OR SPACING
lY BOT OM LATCH IA. ULTRACON BY 'ELCO' (FL.-177 KSI, FY-155 KSI)
oo
Y WOOD BUCKS OR WOOD STRUCTURES 4A FF
MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
t O O 14 BY BUCKS INTO CONC. OR BLOCKS $
t=7 a a MIN. EMBED INTO CONCRETE (HEAD/JAMBS) i M
W 4 11 MIN. EMBED INTO BLOCKS (JAMBS) E3 p n
Y INTO CONCRETE OR BLOCKS ZMIN. EMBED INTOCONCRETE (HEAD/JAMBS 3i MIN. EMBED INTO BLOCKS (JA G C4 q
r SCREWS (GRADE z CBS) W m
III INTO MIAMI-DADE COUNTY APPROVED MULLIONS
�+ OR
S INTO METAL STRUCTURES (HEAD/JAMBS) Q
o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE @ @@@
�Z ALUMINUM: 1/8" THK, MIN. (6063-T5 MIN.)
i II i STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
I I (OEM IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED
o
TYPICAL DISTANCF
x y
1
e INTO CONCRETE AND MASONRY 2-1/2' MIN. t�
11A INTO WOOD STRUCTURE = 1" MIN.
j INTO METAL STRUCTURE = 3/4" MIN.
O1s le • • • • • • • • • • • • • Wt'10D AT HEAD, SILL OR JAMBS SO - 0.55 MIN. o • $ s - n
C 14A • • • • • • • • :ONCRETE AT HEAD, SILL OR JAMBS Cc - 3000 PSI MIN. 0-90 g 9g
• • • • • • • • • • NW10W/FILLED NORMAL WOOW BLOCK AT JAMBS Cm 2000 PSI MIN. 8 c -I-
1
W ,.
•• ••• •• • • • •• `111T1 IIl 7tAA -
Rooucl-t,IttnaT�
we wipiytag wiih 111C Owl® s .•J�"•..,� ii n �
'talc,.!;:^ 00, Q 1
T N 17• otl.t3
.05
a� �N,�, • • • its•-�:�_[•"e.A:. C • Exp,raf•:na, Flcu o
GAI • • • 9 OF drawing no.
• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 0j' � a"�—z A �� a .. ^ yyflg_�g
• JOINT SEALER. Miomi Dade radw C..d ' I �OyvAL `�•
hUi111T11 sheet 3Cf 6
• • • • • • • • • •
•••
• •• •• • • • •• ••
• • • ••• • •
1TE1E r
PART �
RHQO.
DISSCNWTION
MA116RLL
MANY./BUPYLIH'8/BEMARKB
1
fY101
1
FRAME HFiID
6083-TB
-
2
fY11S
i
ITNAYE SILL
a083-T8
-
s
FY1Ds
2
FRAME ,w1e
eoe3-TB
-
4
EY104
i
FIXED MR7- RAIL
_
BOBJ-TB
-
3
FY105
1
VFItT TOP NAIL
60W-Ta
_6
FY114
1
VENT BOTTOM RAIL
800.�T8 -
-
7
FY707
2
VENT SIDE RAN.
808S-TB
-
8
iY108
AS RQD,
GLAZNG BEAO (S/I6' UM. GLASS)
BD83-T6
-
8A
FY109
AS ROD.
GLAZING READ (7/18" UM. GLASS)
8063-i8
-
BB
Fri 10
AS RW.
GLAZING BEAD (WSUL 1A11. G1A55)
8063-T8
9
FY118
2/VENT
SASH STOP
6083-TS
I1
FY113
2/VENT
SPRING LARDED LATCH, AT 7` FROM ENDS
BOW -TB
11A
-t/
UTCN
UTCH SPRING
Si. STEL;SL203P
2/VENT
SWEEP UTCH, AT 12-1/2' FROM ENDS
ZNMK12A
/B % 5/8'
2/ IATCH
UTCH INSi. SCREWSST.
STEEL
Asms
AS READ.
SETIWC BLOCK
EPOM
14
�B % t'
AS REOD.
FMMEhVFNt ASSEMBLY SCREWS
CRS
14A
j'8X3/8'2/VENT
BOTTOM RNL ASSEMBLY SCREWS
CRS
15
E207
AS READ.
BOTTOM RAIL SEAL- SERIES 101
ULTRAFAB
18
E203
AS REOD.
GLAZING BEAD BULB
_NEOPRENE
SANTOPRENf
uLTRAPAB
tB
W23161
AS REOD.
FIN SEAL WSTRiPPING
-
ULTRAFFAB
19
FY117
4/ VENT
SASH GUIDE
CE1CONu.-.. _
MkM PLASTICS
19A,
r8 % 3/8'
1/ GUIDE
SASH GUIDE W5i. SCREW
CRS
OH SMS TYPE B
20
F210
2/VENT
SASH BALANCE
SUPERBOOST BY BSI
2QA
�8 % S/8'
/ BALANCE
BALANCE WST. SCREW
-
P FTN SMS
21
AS REOD.
GLASS SPACER
SILICONE
FRANK LOWE
22
-
1
B/18' BOX SCREEN
-
OPf10NAL
23
FY12O
-
FLUSH FRAME ADAPTER
BOW -TB
OPTIONAL
24
-
-
WSUL GLASS EDGE SPACER
Si. STEEL
CARWNAL XL
�V
1
Z ry
b
n
k a
ap�s
0 a�
V ��t
MM-DADE COUNTY a p
APPROVED MULLIONlogSEE SEPARATE NOA TYPICAL ANCHORS
SEE ELEV. FOR SPACING Y °B GI O
QwTe
WINDOW WIDTH I WINDOW WIDTH g N
i 3 :�
o9",N
0 CD
Z_Z
_TYPICAL ANCHORS 3 Z p
SEE ELEV. FOR SPACWC 0 NQ
j\ Wco:�
VENT WIDTH 1/4' MAX �
1/4' MAX. -- SHIMS
SH81 BY 1/S MAX METAL
DOD BUCKS SHlM'
STRUCTURE jFt y1
��R$k
uaL ANCHORS 3
1 2' . ELEV. TYPICAL ANCHORS e e
FO SPACING SEE ELEV.
}it3 B
ROtLtIL:'1' ReNclIFrm FOR SPACING q
,N .w:l�tyt,� aLa +4a vtodB�
ES
d ,aa
- - • E ll::�!:n: pa - o
SCREEN OPTIONAL-------- •1 /4 • • • a >g S
r 11'tlbA • P • R• nun u
Wr
} • • <'isl: 't,t:w^�Pnpwtl ('arkM;: e
• • • • • • • • ``AA tl 1/111''
t4 EXTERIOR P ..Ah
D.L. OPC. • .si L. .. .• • • • PRQf� 7 i�Pp S
ns M I
. '• • : &lulA' Code
• • • • • •A0 mrcelJo -TOT t3 %r '*� S �g p
WINDOW WIDTH • • • • • F>r ,as�a
• • • • B 'r ,��y,,,� BTATB OF ' ��: dYnwing no.
Y YAI
A20Rt�'; W09-08
�DNAL fit
�/ 11 L t 1 sheet 4of 6
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
EDGE _�T _
SEE F.LEY. FFOORRSPACING
{�V
;?
e3�1
�—
�•7_
IYFlCAt ANCHORS
SEE ELEV. FOR SPACING
METAL
EDGE DIST. STRUCWRE
MWO-OAOE COUNM APPROVED
ANCHORS
ULUON
Z
SEEARAIEm
N JON
EDGE OISf. I
iL
3 s
TALT.
Q� L 0
L
TYPICAL ANCHORS
GY
SEE ELEV. FOR SPACING
U24
Q W
Jp
F
� J
2
D
O
� OS�Mn
Z
t/V MAX.
34
SHIMS
ALT.
3
TYPICAL ANCHORS
CO
Uj
$ W
ppoo
N.J tJ
SEE ELEV. FOR SPACING
cam
o
MASONRY
ROOUGT RNETIEWCW
C
••
.
••♦ • • • iyj,r '11'
. . . • .
ueaaf+li't�e tttffi Ik- YID"
,ceept,:,s;: Nu ie'I �D og
..
ALT.
•
i..
• •
Z4•
a
►
INS' ATION DrTA'IIS WnH FLUSH FRAME ADAPTER
�
.. T
• • •
• •
• • • • • • • •
• • • • •
• a'•r:cv Revtsen
as•'wa with ttw Ftmib
g
v
,. . •
V
• • •
• •
• • s • •
• •{ . •
• • •
Ju1txF,w,w
E�BM wtitWc 9
yBYWI•i
OF
'�'/
drawing no.
UwJe•Y LAN
�.'''•
w09-0$
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2 75
��0.0�
1.6a8
.750
L 813
—2.812 {
Q FRAME HEAD
1.202 -�
.062 � 2.t8B
1.375
,.001
1.422
Q FIX. MEETING RAIL
r 1.340
1250 .062 1
2.OB3
1.,4o-•a
® VENT TOP RAIL
® VENT BOTTOM RAIL
FRAME SILL
03 FRAME JAMB
r-T.519 .394^j
.045663 .050 I .8U3
® 1 047 ®-W 1.047
GLAZING BEADS
1.067 f oez t 140
-.I.ez1
VENT SIDE RAIL
SPRING LOADED LATCH
I ,4
u
r
• • • :
• •
N0011CT "141" ifY
: * • • a wtuyllipg •!1l W Pln4il►
•
• •
• • •
•
•
o ♦ • VuLilpg Cale
.enlnnbraNa 18.122o.os
.
t •
•
t.�
• rnd_� u 1 24
u7
.. it
---2.696--i FRAMF CORNERS
I • • • •
DETAIL
• • • •
•i•t4pTlUiANiY756D
.062 • • •
.7 • • •
• • •
• • .
, "s-O 4g With do FloMb
.5m
.76B • • • •
• t
C•iifdurg CRie
• •hcspipoulNo
OMiami
FLUSH FRAME ADAPTER
Dade t
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 • 0 000 0 0
�
:u
AM OF
J J
a
3 3r�-g
0
L W OOno 2
Growing no,
W09-08
M IAMMM
I•DADE
EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
B
OA ADMINISTRATION DIVISION
E OF CEPTANCE OA
Eco Window Systems, C
8502 NW 80 Street
Medley, FL 33166
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
This NO�eing issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Nami-Dade �onnZy RER � • •
Product Control Section to be used in Miami Dade County and other areas wherd sQlbted by the Authority •• ••
Having Jurisdiction (AHJ). . . .
so
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 t7ditty) r4i;"d the right •
to have this product or material tested for quality assurance purposes. If this product or material fails 'fo:".
perform in the accepted manner, the manufacturer will incur the ex ense of suc � •e�kl�g tt1 • • and• • e "
Pll t �Y....
immediately revoke, modify, or suspend the use of such product or material witt"-their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Produot Control..:.
Section that this product or material fails to meet the requirements of the applicabl$ bi4i?ding code-0 • •
This product is approved as descri d here' ly with the FlP"& Building '
o e, me uding the High Velocity Hurricane Zone. **so
DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I.
VAL DOCUIIENT: Drawing No. W09-20, titled "Eco-Guard Serie 0 Alum Fixed Wdw.
(L.M.I.)", sheets o , to 03/23/09, with revision E dated 10/19/17, prepared by Al-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.
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.
TERIVIINATION 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 d E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
�X ( NOA No. 18-1220.06
• . Expiration Date: June 17, 2024
V p proval Date: January 24, 2019
I161 ! -1 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.
sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, jjre�a fed 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. • • • • : • • •:6 •
2) Uniform Static Air Pressure Test LoadingeTTBC TAS 202-94
3) Water Resistance Test per FBC ETAS 202. .. • • • • • •
along with installation diagram of a 97 1/4" wide x 96 1/8" high•Eeo-Guard aeries 300 •'
aluminum double fixed window, prepared by Hurricane Engineering & TVstu?g Inc., • • • •
Test Report No. BETI-08-2192A, dated 01/15/09, signed and7-jeaAed by �aj�4ido F.: • • • •
Font, P.E.
(Submitted under NOA#09-0413.08)
2. 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 97 1/4" wide x 96 1/8" high Eco-Guard series 300
aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc.,
Test Report No. BETI-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. BETI-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. BETI-08-2193B, dated 01/15109, signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA#09-0413.08)
Manuel P ez, 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 sealedel y.<"andido
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'p8f FBC TAS:202-9 0 0 •'
3) Water Resistance Test, per FBC, TAS 202;§4;, ',, •
along with installation diagram of a 50 5/8" wide x 63 1/4" higli Vco-Guasd•series a114 • .
aluminum fixed window, prepared by Hurricane Engineering•&Msting Inc., Test •,
Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Can; idc F. Fonf
P.E. ..
(Submitted under NOA#09-0413.08) •
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017), dated 10/13/17, 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
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 5tb Edition (2014), with FBC 6tn
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 Control xam' er
NOA No. 1 - 0.06
Expiration Date: June 17, 2024
E-2 Approval Date: January 24, 2019
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
......
•
. ..
......
1. None.
......
�....,
:...:.
B.
TESTS
. •....
...
.....
1. None.
see
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. 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 Wlute) 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 Perez
Product Control Ex in r
1 NOA No. 18-220.06
Expiration Date: June 17, 2024
Approval Date: January 24, 2019
E-3
1.60E--I 2.888
082�
.500 .769
L613 T� 875
1.000 —1- 2,611
.062
FLUSH FRAME ADAPTER
2.750
O FRAME HEAD/SILL/JAMB
I --
--I .750 �--
813 u d_1�
.QED-1u� ���
Q GLAZING BEAD
.375
050
O CHOR COVER
ALUMINUM PLOD WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
PROVAL APPLJES TO SINGLE UNITS OR SIDE BY SIDE
MBINATIONS Of FlX./FlX. OR FIXED W�OHE.RWI TYPES IN MODULES OF TWO ORS USINGMIAMI-D EEN.
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 (57H EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY 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-METAWC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING
S, THAT
COME INTO CO TACT WITH OTHER DISSIMILAR MATERIALS SHALLMEETTHE
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
FA
(SURF/
D.L.O. HEIGHT WINDOW HEIGHT - 3.625"
D.LO. WIDTH WINDOW WIDTH - 3.625"
RODUCP RENEVito
ae caN00.9 with the Fhme.
•• •••
S,+Jin8 Caie
• • arryt ««�� -1 (7
•. •
• • is hr�x, �;u ��
• a
• • t sasf;'r;forJ e:3s.
THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT.
SHUTTERS
II �i
�
y'' SF'•.
ARE NOT REQUIRED,
PRODUCT REVISED
• • • •
• l fWjvina witBefA�� • •
Dutfass
• • •
• • •
• • Code _
• ••AekpWlce No l7->rOz•ZQ• -
• • • •
• • • •
• Exritryion D!
• • • °�• t =
Q,
• •
0
• BY •'.
Minnti�`'�Dude' Pmdu-d Comm,�i Cho_'••.
�y
TE OF ((7�
_ �D�•' .CS���%
. . . . . . • . . .
. .. .e . . . .. ..
... . . . •.. . .
Lm�7_lj
Z q r
io at
g QQcM
Qq �
0 O
CQ�
8"^
p ui .i
O Zlm7 0
Q dC�
az o
Some �
arowing no.
W09-20
3/16• µN. CUSS
090" IMMoyer
Troalfol PVB
By 'Xuraray America, Ina'
3/16' ANN.G1ASS
E
D CORNING 099
GE 20M
z
POINTS
' WIDER
' ONLY
!Te x 1-14• sus
3- 2 IRON ENDS
0' O.C. MAX.
WINDOW WIDTH WINDOW WIDTH
I I I
I
I �
L- -J -
-3/16" HEAT STREN'D. GLASS
090- Intarlayer
SantryGi.5
By 'Nuraray America, Inc'
VIC NEAT STREN'D. CLASS
SILICONE
DOW CORNING 899
GE SCS 200D
I
4 I
11 5
�l II AT 1/4 POINTS
8 ON LITES WIDER
THAN 36" ONLY
r8 X 1--114' SKIS
AT 3-1/2 FROM ENDS
AND 10" O.C. MAX.
_ .Acc TYPE' Y
WINDOW WIN, ppW yJ(p711 , WINDOW 'N 1V�0TN
I �r -1�
I I
� 'Y I #
L J W
r
WINDOW WINDOW WIDTHWINDOW WIDTH
3L� L J
[FWABLE L=S FOR ALTERNATE SFNPES AS SHOWN ABOVE OR SIMILAR Cµ BE
IEDlit'INSCPoRHN SQUARE OR RECTANGLE AS
WN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES,
DESIGN IDAD CAPACITY - PSP
DESIGN ]LOAD CAPACITY - PSP
MO4DOWM&G
TPE •C•
GLASS TYPE '0'
VMOII ➢INS.
CLA48 7'YP8 'C'
GLASS TYPE
WIDTH (W)
TNT.(-)
En.(+)
TNT.(-)
WIDTH (W)
LDCOI (L)
ID(T.(+)
TNT.(-)
EXI.(+)
24'80A
30'60.0
36'60.0
42'
80.0
90.0 _
26-1/2`
J7'
53-1/8`
1.75.0
28,
75.0
00.0
80.0
90.0
8OIA
SM
75.0
80.0
80.0
90.o
80.0
_@0.0
79A
Bolo
M.o
90.0
solo
80.0
90.0
Bolo
80.0
90.0
54'
Bo'
a5`
solo
80.0
90.0
26-1/2"
SP
53-1/5'
74'
36-J/B'
80.0
80.0
90.0
75.0
80.0
80.0
Bolo
_75.0
75.0
80.0
Bolo
90.0
75.-
am
80.0
90.0
75A
B0.0
80.0
90.0
75.0
60.0
ami
90.0
75.0
80.0
80.0
90.0
72'
7&0
e0.0
80.0
90.0
28-1/2•
37'
53-1/8"
74'
SO-S/S.
75.0
1 Solo
50.0
90.0
24'
30"
38"
1.
41"
11'
48•
75.0
80.0
BOA
90.0
75.0
Bolo
Bolo
80.0
76.0
50.0
80.0
90.0
80.0
90.0
75.0
solo
110A
90.0
71.3
BO.0
Bolo
75.0
60.0
80.0
90.0
26-1/2`
37'
1 53-1/8'
3'
75.0
80.0
100.0
90.D
75.0
Bolo
80.0
90A
75.0
8DO
60A
90.0
75.0
MO
80.0
Bolo
67.0
72.5
80.0
90.0
SO.
68'
72'
71LO
80.0
80.0
90.0
26-i/2.
J7'
53-1/B'
78'
75.0
8
60.0
90.0
75.0
B0.0
Bolo
-80.0
Bolo
80.0
80.0
75.0
76.6
90.0
s7.@
64.9
80.0
_90.0
90,0
24'
30'
38"
42
48'
54'
00`
s6'
72' 1
60'
76.0
80.0
80.0
20.0
W
L
I -�
3 wni
:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORROMALLY AS SHOWN ABOVE
6'.6P)1li.;T lu nAvf,'.
W-.r.
4 15t 1220.Ok
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
PROdUCT RF:VL1r"iy =
Bui16in9 Cd
AC°`P("'�M11°LI11AL� �pj
P.pu.iw D=06,L212615 U7E OP _ `�
75.0
50.0
sD.o
90.0
75.0
80.0
60.0
90.0
75.0
$0.0
80.0
00.0
75.0
80.0
80.0
90.0
68.8
71.3
BOA
1 90.0
80.2
64.2
80,0
90.0
60.2
64.2
Bolo
90.0'I
80.2
64.2
80A
1 Bolo
24'
W.
36"
42'
48'
54'
so"
72'
75.0
80.0
80.0
90.0
75.0
80.0
80,0
20.0
75.0
Box
80.0
90.0
75.0
80.0
Bolo
90.0
75.0
76.6
6o.0
90.0
68.8
71.3
Solo
00.0
60.2
64.2
80A
90.0
24
30"
36`
42'
48'
64'
B4'
75.0
80.0
80.0
90.0
75.0
80.0-
60.0_
90.0
75.0
Bolo
Bolo
B0.0
70.0
70.0
80A
9o,0
85.6
Z.
60.0
90.0
84.3
64.3
BOA
Bolo,,
24'
30"104.4
36'76
42'
75.0
80.0
BOA
Bolo
00.0
BOA
90.0
.D
•0
•64J6
0.0•
4190_p
24"•60.0•
3D'80.0
SEA •
Onto�.
80.0
Bolo36"74.5Bolo
9042"61.
solo
•
24• • •
3O'.0•
•
•
•
79.0•
• 80,0 •
80.0
74.5•
•
•74.8 •
•
0
Boo ••
.
5os
�00
.
••• • • • • ••• • •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
By--:s:&g zbk47 �:
VAL
�S/'.:
Alimni Dads Pr. urI is ua( V O1`
JJJJnn1L
ora•mg no.
W09-20
WOOD BUCK
- Q
O
O
I
I
3
x
1
°,•. ry A 1
TYPICALEV. ANCHORS
FOR SPACING
^
_ EDGE DIST.
METAL TYPICAL ANCHORS
STRUCTURE? `SEE ELEV. FOR SPACNG
I—DADE COUNTY APPROVED
JON k MULDON ANCHORS
SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL
SEE ELEV. EW
BUCK
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW.
c SEE ELEV. FOR SPACING
MUST SUSTAIN. LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
' (F-177 KSI, Fy-155 KSI)
BY WOOD BUCKS OR WOOD STRUCTURES
' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)1BY
BUCKS INTO CONC. OR BLOCKS'
MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
MIN. EMBED INTO BLOCKS (JAMBS)
c
Y INTO CONCRETE OR BLOCKS
MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
MIN. EMBED INTO BLOCKS (JAMBS)
(GRADE 2 CRIS)
IAMI-OADE COUNTY APPROVED MUWONS
STRUCTURES (HEAD/SILL/JA
EAD PENETRATION D SUBSTRATE
ALUMINUM: 1/8' T 063-T5 MIN.)
STEEL- 1/8` THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL DIST KPF
EDGE
INTO CONCRETE AND MASONRY = 2-1/2- MIN.
INTO WOOD STRUCTURE - 1" MIN.
J
INTO METAL STRUCTURE .a 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Po a 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN.
• • 000 • •
• ., • • j
�7,
U
•JL out rs AND FRAME CONNECTIONS SEALED WITH
• W S R.
f1C11l
•••FZ(11-1
•• • • ••
�.� \,10EN.4�c ••.• L
UCT RKNI:\NL1'w' ODU r- • • • een�."�i�^, wlih 1172. hAltus• •P CTRGVJSSD _`
• �..'. • •°S �'It�Nyin9 Wivi the Flor;du T
fig, 2�EQ 06.8 gCoac ` : {r — y
•. :. .• • Nan.
P.. 1BY r I • HORS CirzC�.•;:.:..� iP+'etiou DdlC �
•'WOOD BUCK SEE By L q TE OF .•(yW`. dfOwingo no.
Y� Si �Rnq �( �� ORIO„
FOR ACING .Y �i. u;;J: S';.ma.t .. Miam Dude -��` �'' �'• W09-20
EDGE DIST. Rodud Cortqul 'ass/ANAL ��G��
••• • • • • ••• • •
�Jl/TtI1LL1j1� sheet 3 of 5
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ITEM �'
1
PART
FY301
REQD.
2
DESCRIPTION
FRAME HEAD/SILL/JAMB
2
FY302
AS RE00.
GLAZING BEAD- 7/16- GLASS
3
FY303
AS REDD.
ANCHOR COVER
4
E203
AS REOD.
GlA7ING BEAD BULB
5
FIR-50
1
GLASS SPACER - 1/8- HIGH
6
010 s 1'
8
FRAME ASSEMBLY SCREWS
7
8
FY120
_._ -
-
2/ LITE
FLUSH FRAME ADAPTER
SETTING BLOCK
SPACING
�r to,
MIAMI-DARE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
MATERIAL
6063—T6
I MAN?./SUPPIM/RMURY''
LTRAFAB
ANK LOWE
".63
SMS
TIONAL
RONETER 85f5 SHORE A
EXTERIOR
TYPICAL ANCHORS
SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS
CIRCULAR WINDOWS
CORNER DETAMS
Al
1/4- MAX,
1/4' MAX.
SHIMS
TYPICAL ANCHORS
18Y
W000 BUCHS
SEE ELEV.TYPICAL
FOR SPACINGSEE
ANCHORS
ELEV.
FOR SPACING
te
METALSTRUCTURE
a�
RODUCT RENElyM
*•' i •
MY t.,.m7+i'7•.'1wAA tte Yk•iliei •
• &RODUL'T RSVISF.LI
•
:.�; �
•
�
•ge.ylcg coif ^n •
•A: o•Pu:n.••.`dx�8• 11ll-Q
•+w cu,aptying wiL61ho FTfi�B
•Buildi,tg lode O
': •'. C. �.; ',,
. •
Anics,!:cOVL• 2q Acceplencn �' !i-UOS•20
Bill
•
BY
Mimni Dwlie Product Cuny.01
•
•••
• •
•
• • • • • • •
• • ••• • •
MITER CORNERS
U
Z mn
0
Hog
it a
OGm.
V G L+I
O
p IL cl
WnZ
z U)
>r
J U
J n
J h
m
WU) o
F- v
gU)
f] 0 0 n
3=
04
ULd
C
w W Oco M
U
c
•�/�� drawing a no.
W09-20
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
O
ALT.
S
SPACING
MIAMI—DARE COUNTY APPROVED
MUWON k MULLION ANCHORS
SEE SEPARATE NCA
TYPICAL
SEE ELEV. FOR
Ile mm. I -
SHIMS :rI ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
-*.'
'. �.•.�
B
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EOF' •� drawing a no.
nvR••' ��:
�E?.�` W09-20
MIAMI•
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
7AND
EGULA ORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
ADMINI TRATIONDIVISION T(786)315-2590 F(786)315-2599
CC PTANCE OA www.miamida4Lgov/economy
stem , LLC
..tr t,
Medley, FL 3317
COPE:
This T1071�is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product Xyrz4%erial fails to
meet the requirements of the a e uilding code.
This product is approv described here' as a esigned to c ply with th�q da Bl}ildjRg Code, , ;
including the oci H cane Zone: oee•
DESC ON: Series 600 Aluminum Outswing Doors-L.M.I. � � • • •
APP AL DOCUMENT: Drawing No. W12-08 Rev E, titled" nes 600 Alum Q�§*yvjng Entrance Door..:.. •
(L.M.I.)", s 1 through 9 of 9 (inclusive 7.1), pre -Farooq Corporation, d&ted 02/13/4t0and last.... • .
revised on MAR 15, y avad Ahmad, P.E., bearing the Miam-i•Dadc County Product •,
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-I�Ade County"
Product Control Section. • • '
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '....'
Limitation:
l . 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.
TERINIINATION 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. 18-1220.1
Expiration Date: March 20, 202
App val Date: January 17, 20
P el
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 202-94
along with marked -up drawings and installation diagram of an aluminurm Outswing ilthih doors ....
prepared by Hurricane Engineering & Testing, Inc., Test Report No. 0• • • • • 00 •
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and Imo$ 7.2-4027dAfed 03111i
26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. •""' •
Note: The above referenced test reports have been revised by an addenduln.leteer dalvc1 rune 29; 2: }Kv
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Raf4e1•f. . Drq Sdda, P. E' •'
C. CALCULATIONS ' • ' • " ' ""' •
1. Anchor verification calculations and structural analysis, complying with V11C-204V;h Edition.); •
prepared by Al Farooq Corporation, dated June 02, 2015, signed and gealA by Javad *Ahmad, RE:
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 (5tb 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.
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-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 (6 h 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
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, Ir?q..eF rmerI.I. DuPont D�
06
Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlarps", a;pining on O'�/E914 9.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CdMpfiny (MA) for 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 b" Edition Obf 7) & of ng•
..... •
financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed 4 se'alOd by.Tavad Ahrn do .12Z.
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 6th 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
JLd •!ES A)O
SINGLE (X) AND DOUBLE (XX) LEAF p00RS EE SHEET 2.
STAND ALONE SINGLE SIDELTE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELI S SEE SHEEP 1.
LOWER VALUES FROM SIDELITE CAPACITY CHART R DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
ORS APPROVED FOR INSTALLATIONS WHERE WA INFILTRATION
RE TANCE IS REQUIRED.
THIS PRO T HAS BEEN DESIGNED AND TESTED TO C PLY WITH THE
REQUIREMENT THE 2017 (6TH EDITION) FLORIDA ILDING CODE
INCLUDING HIGH V HURRICANE ZONE (HVHZ
1BY OR 2BY WOOD BUCKS 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.
�1/0' HEAT S7REN'D. GLASS
3/16" HEAT STREN'D. GLASS
% .090' Intedoyer
1
.09a' tnterloyer
Troeilol PVB
'Kuroray America, Inc.'
-- Troailol PVB
ty{ By 'Kuraroy America. Inc
1/8 STREN'D. GLASS
tsu IE
1
} 3/16. HEAT STREN'D. GLASS
t}}r
SILICONE
00WS1 99
s
}
jjjlll-DowstL ass
a +� C6 L
Y! 26
ra
/
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SETTING BLOCKS AT LAM. GLASS
REOD. FOR WIDTHS EXCEEDING 36" ONLY.
— NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
GLASS TYPE 'C1'
GLASS
TYPF 'C2'
1/8" TEMP. GLASS
�5/18" AIR SPACE
'1/8" HEAT STREN'D. GLASS
1 090" Interlopr
MAn
-Soflex Cloar d Color Cl...
By 'Eaatmon Chemicol Co.'
1/8" HEAT STREN'D. GLASS
SILICONE
t� %DOWSIL 898
h
• •• • • • • ••• •
•• ••• •• ♦ •i • ••
• ••• • ••• ••• •••
• • • • • • • •
• • • • • • •• • • •.
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE. IMPACT.
SHUTTERS ARE .AOT REQUIRED.
• • • • • • • • • •
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DECORATIVE GRILL D.L. OPC.
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EET 7.1
DOORS LUAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS.
I LAMINATED GLASS
FRAME LEAF
WIDTH WIDTH
FRAME
HEIGHT
EXT,(+)
INT,(-)
39-3/4" 37"
1 98"
70.0
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FALSE MUNTMS OR 28 15/16' 26 15/16" `lz
DECORATIVE GRILL D.L. OPG. D.L.
MAY BE USED
J7" MAX.
..--_.D._..___._.
LEAF WIDTH
(XX)
DOORS LOAD CAPACITY PSF
DOUBLE (XX)
DOOR DIMS.
LAMINATED GLASS
FRAME
LEAF FRAME
EXT.{+)
WIDTH
WIDTH HEIGHT
76"
37" 98'
70.0
GLASS D.L.O. DIMS.
D.L.O. HEIGHT = FRAME HEIGHT - 11.125"
D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813"
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
I" SURFACE APPUED
FALSE MUNTINS OR 32 3/4-
OECD—
Qi TIVE GRILL D.L. OPG.
MAY BE USED
ANoaucrpL�4y
w�iu u C�ale� �
o"""an N• l�^121a•ll (0)
F,ipiryliw Thus
STAND ALONE SINGLE SIDELITE
Dy_ �41. �L� ,,j,. SEE SHEET 3 FOR CAPACITY
M;:I�nrl li>Ik .n�inct
,M (� 9StODUCf liEViSFD
• • • • • • • °° �oy17�° "+t4 tMe FawiM
75.0 • • • • •A i Nu 16-031 •%3
• •• ••• : : •=Date za119
1 CrN•i
. ... . ... ... ...
NOTE: • • • ••• �• • • �•
GLASS CAPACITIES IDN THI6 SHEET ARE • • •
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
020 • L1 •` - •..�•• •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
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NOTE: • • • ••• �• • • �•
GLASS CAPACITIES IDN THI6 SHEET ARE • • •
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
020 • L1 •` - •..�•• •
• • • • • • • • • •
• • • • • • • • • • • •
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9. i W12-08
DESIGN LOAD CAPACITY - PSP
STAND ALONE SINGLE S1DEUIES
SIDELITE
FRAME
WIDTH
SIDEUTE
FRAME
HEIGHT
WITHOUT
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EXT.(+)
I INT.(-)
INCHES
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24
70.0
75.0
30
70.0
75.0�
70.0
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35
82
37
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75.0
61.7
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700
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64.1
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63.3
63.3
24
63.3
63.3
57.8 ' 57.8
30
96
53.1 53.1
S6
37
52.4 52.4
i
I SINGLE SIDELITE WIDTH
DESIGN LOAD CAPACITY - PST
SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
INCHES
SIDELRE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
WITH
REINFORCING
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
24
30
38
37
42
62
_ 70.0
75.0
70.0
1 75.0
- 70.0
_
75.0
70.0
75.0
_70.0
75.0
70.0
75.0
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75.0
70.0
75.0
61.7
66.1
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36
37
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86
70.0
70.0
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75.0
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64.1
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63.3
63.3
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52.4
52.4
70.0
REINFORCING
AS REOD.
SEE CHART
39-3/4" MAX. (SINGLE)
76" MAX. (DOUBLE)
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.
HEAD k SILL ANCHORS
AT STILE ENDS
CLUSTER OF (4) AT 3' O.C.
6" (4) ANCHORS
r'-' AT HEAD/SILL 12"
S'
5" MAX. _ __ MAX.
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26 15/16'
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MAY BE USED
D.L. OPG.
I
O.L.OPG.
D.L. OPG.
SIDELITE FRAME WIDTH I 39 3/4' MAX. (SINGLE)
MAX. 76' MAX. (DOUBLE)
--SEE
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CLASS D.L.O. DIMS ••• ••. • • ••• • • ••• c•-o='I
D.L.O, HEIGHT (SIDELITE) FRAME HEIGHT - 11.000- • • • • • • • • • u O q a
• •• • • • • ••• 8�S S
D.L.O. WIDTH (SIDELITE) m FRAME WIDTH - 4.438" •• • • • • • •
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• ••• • ••• •• • • (/ ''' i' ry
• • • • • • 4•� •k 1 dart C=
NOTE: • • • • • • • • •
GLASS CAPACITIES• Q11 Talg •$HEET•4i� • • • • • • 1 Z 5
BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • �Q f OF�(g: droving no.
AND FLORIDA BUILDING COMMISSION .� o p ; • v
DECLARATORY STATEMENT DCA05-DEC-219 W� 2-08
••• • • • • ••• • • �77�?III�IINt�11`` sheet 3 of g
•
• • • • • •
• • • •
• •• •• • • • •• ••
••• • • • ••• • •
ROPERLY SECURED 2BY WOOD BUCK
9/18` MIN. TYPICAL ANCHORS EDGE FIST. - Y WOOD BUCK \ OR 8
THROW BOLT-� EDGE 015T. SEE ELEVATIONS WOOD STRUCTURE
_, _.
PENETRATION \ I""'• FOR SPACING EOG NOTE 1 METAL URE I+
--ym SEE SHEET I-STRUCT
EDGE EDGE DIST, m 3
n
1 ; - F -E s
25 I I �'�
t I 1 +I=
B f �A
1 0
�AJ 53 28 2 !TYPICAL ANCHO TYPICAL ANCHORS TYPICAL ANCHORS a 0W
t--SEE ELEVATIO SEE ELEVATIONS _SEE ELEVATIONS LL G
FOR SPAC FOR SPACING FOR SPACING C 40 t
7
I !CUPPED
COUNTY APPROVED 11 (L E p _
I! CLIPPED MULUONry0j �[
SEE SEPARATE N II Q w pl I C
II-- ------sz_z
�� v � s
J '^
o
GLAZING OPTIONS
I 7 SEE SHEET I L TYPICAL
ELEVATIONS
w
% �
FOR SPACING N
U
18Y OR 2BY WOOD BUCKS ETAL ` UCTURE NOT BY ECO WINDOWS 3 io H
3 w Ix Gj 0 r LDIRECTLY
SU517UN LOADS IMPOSED B ZIN YSTEM AND TRANSFER O 0 M 1
TO THE BUILDING STRUCTURE. �J Z
w AL ANCHORS: SEE ELM FOR SPACING Q Lo W
IA. ULTRACON BY 'ELCO'. (Fu=i77 KSI, Fy+15 1) W
BY WOOD BUCKS OR WOOD STRUCTURES C- --�
' MIN. PENETRATION INTO WOOD (HEAD/J BS)
10Y BUCKS INTO CONC. OR BLOCKS p C '
II-MRostcyA NEWS •RUDUCf" s 2I
MIN, EMBED INTO CONCRETE (H JAMBS) ycaaLVbi�wllBd•FW1QD arc•-Pb' ,ahThePla+�
" MIN. EMBED INTO BLOCKS (J S) BnidiudCw4 b.1411 ods �,.� ��,•��q 13 0 + B F
Aacng—" NO (:f -l2 ZO ' 1), he iVa0� "o-2 F vch c R n
T - Y INTO CONCRETE IO
OR KS TLC InNon 0•Ie g�gb.W �1Q--� i� MIN. EMBED I NCRETE (HEAD/SILL/JAMBS)v�,. _ Rp 8 INTO BLOCKS (JAMBS) 6Usld Ir rodhA C•Pbr °I a 4
7 it #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
IOR 0 0
C • H _ � ro
CB y3 I i 2d 2 INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • • T g o ^�' o 0 0
/ I (3) THREADS MIN. PENETRATION BEYOND SUBSTRAT[ • • • • • • • • • • • • DOOR DETAILS
B 1 ALUMINUM: 1/8" THK. MIN. 4,6063-T5 MIN.) • • • • • • • • • • • • • 1J -- c
I
25 I I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1fr/I�
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �)`?":...... i
TYPICAL EDGE DISTANCE VGENAi
v INTO CONCRETE AND MASONRY = 2-1/2" Mlp�. • • • = v 70582 $
a ° INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • • • • I- „I�� I 51 TQ�B� -
vYT,PI CHORS INTO METAL STRUCTURE = 3/4" MIN. • • • •
'EDCE DIS1. SEE AIIONS • • TEO�,%
drawing no.
1/2` MIN. -- - F SPACING WOOD AT HEAD OR JAMBS SG - 0.55 MIN. •� O;:
THROW
BOLT - CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN.
PENETRATION C-90 HOLLOW/ni BLOCK AT JAMBS I a 2000 PSI
MIN. / ' /�' I ��•• • • • sheet 4 of g
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1/4- MAX. /—I'
SHIM I ro- �` )
TYPICAL ANCHORS
SEE ELLV.-
FOR SPACING \�
METAL STRUCTURE)
SEE SPEC SHEET 4
I/4- VAX.
TYPICAL ANCHORS
SEE ELEV.7'
FOR SPACING
i :=r
CONCEALED FLUSH BOLTS { D +
LEVERS AT STILE FACE � \\J
ACl'IVE LEAF
' m
Vi
24
rr
3�' m
o D.L.
�-M. LL — I—L WIUIn
POINTILOCK 6F6W8L`h • • • 660DUEGREVINS
• • • • • • • �•o�Abiq Wil►the Flo,fAL
CTTVE p • • • • • Bli"ft C•do
DOUR DETAIo LS
. . • . • • .
• •
•
. .. .• . • •
.•
•.
•.• • • • •••
•
•
TYPICAL ANCHORS
LSEE ELEV.
FOR SPACING
d With *I, f1611b
V. It. 7Z2e.1 f
t� nW;l
g o no.
TYPICAL ANCH /
SEE ELEVATIONS I/4. MAX,7 H
FOR SPACING
EDGE DIST. _ SHIM
r :. "• .. TYPI • ,. CAL ANCHORS _
_ - _ ._.......I. SEE ELEV.
"• FOR SPACING
1/4" MAX.
IDY
�. WOOD BUCK
j
1+
II
EXTERIOR
I
O.L.O.
METAL STRUCTURE ..
SEE SPEC SHEET 4
42" AT 86" HT.
_ J7" AT 98" HT.
MAX. SINGLE SIDELITE WIDTH
i
GLAZING OPTIONS REINFORCING
SEE SHEET 1
�� #12 r 1 , 18 AS RSHE
1/4" MAX. CH) AT 5" FROM ENDS `1 j SEE SHEET 1
ENDS
_
SHIM AND 11" O.C. MAX.
; C.
5
�j .I .
I
6 3
P! Ix
......
a W o E"
a
16 (•-
(o W
N
i
I 26
• . I
- T
Iz=
1
1
•. � •1
TYPICAL ANCHORS i L _
SEE ELEV. .. ... _. ... _.
FOR SPACING
_j
a
—_V._ `E_OGE aD15T 'TYPICAL ANCHORS
`-SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EXTERIOR b- �w mule
39 )/4" (SINGLE)
>TH • _ _ • 7E" (DOUBLE)
• • • • • • • • MAY. DOOR FRAME WID
• •• • • • • ••• •
• • • • • • • •
-�aooucT �L¢
w comPlYlo9 wUp R• fNl�l •RDDLIC F REVIA"
Rolalroh. all
C
la�iuURn .011 ibri
*
• Axe,ruaall No ti�a 31ri..rs
R'l c •�� LL:-"".L— ; �''•"s° L�IId19-Ll"t
r . .w
a1A'ar c..»d+
SIDELIT(DETAILS
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
AN
j�:•'•VGENBg''i h 1 I o
S
f .70M k
• T��{{ OF = !y drawing no.
.Ln.•kr�P..o-T\�\` I W12-0$
ITEM /
PART y
REQD.
DESCRIPTION
MATERIAL
MANY./BUPPLIER/REMARE9
1
E601
-
DOOR FRAME HEAP/SILL
6063-T6
-
2
E602
----
-
FRAME COVER
6083-76
-
J
EBUJ
--'
DOOR FRAME JAMB
6063-T6
_
4
E604
-
SIDEUTE TOP k BOTTOM FRAME
.._.___._—_._
SM-T6
-
4A
5
E526
E605
-
-
_
SIDEUTE 9' BOTTOM FRAME
SIDELITE FRAME JAMB
_
8063-16
-
8053-T6
-
6
E606
-_-
-
_-�
SIDEUTE SLIP ON JAMB
806J-T6
-
7
E607
LEAF TOP & BOTTOM PAL---�---
--
7A
E825—
LEAF 9" BOTTOM RAIL _
_6063-T6
_ BOBS-T6--_--�-
8
E608
-
LEAF W'STRIP ADAPTER _
W`
606_3-TO
-
9
_ E609
- _
LEAF HINGE STILE
6063-T6 y
- �-
10
E610
LEAF LOCK STILE i_----
6063-T6
-
11
EBil
-
LEAF ASTRAGAL STILE
6063-T6
-
12
E612
-
LEAF ALIGNMENT BRACKET
8063-T6
-
1]
E613
-
LEAF CLAMP
6063-T6
4-1/4- LONG
13A
E613
-
HINGE BACK-UP PLATE
6063-1`6
12' LONG
14
E614
-
GLAZING BEAD (8/16' LAM. GLASS)_
6063-T6
14A
E109
GLAZING BEAD (7/16" LAM. CLASS)
_
6063-76
15
E815
-
GLAZING BEAD (INSUL, GLASS)
6067-T8
-
16
E616
-
SNAP COVER
W63-T8
17
i8
E613
-
BOLT SUPPORT
6063-T8
NOT SHOWN
SULUVAN & ASSOC.
SULLIVAN & ASSOC,
AS REQD
SIDELITE MULLION REINFORCING
BOBS TB
19
FO 107
LEAF
3/ LEAF
BUTT HI
20
FB1202
-
fLUSH BOLL LEVER
21
FOR914SS
-
CONCEALED FLUSH BOLT ROD
ST STEEL
SULLIVAN k ASSOC.
22
g12 SMS
AS REQD.
FRAME ASSEMBLY SCREWS
-
-
23
012 X 3/4"
-
HINGE INSTALLATION FASTENERS
-
FH SMS
24
-
-
3/a' DW THREADED ROD
_
STEEL
25
W 11323
-
PILE W'STRIPPINC
WOOL
ULTRAFAB
26
E20618-KN-3020
._...
- .BULB
—.._..
W'STRIPPING
SANIOPRENE
EPOM
27
E206
-
_....__
GLAZING BEAD BULB
SANTOPRENE
__...._.
ULTRAFA13
2B
-
-
,--
GLASS SPACER
SILICONE
FRANK LOWE RUBBER CO.
29
E622_
FLUSH BOLT CUP - ---
-BOLT
NYLON
30
DLO1 RC
BLACK SUPPORT BLOCK _—
POLYETHYLENE
INTERLOCK
31
33
DLu1WB
�l0 % 3/4'
-
2/ ADAPTER
WHITE BOLT SUPPORT BLOCK
FN SELF DRILLING SCREWS
POLYETHYLENE
ACME PLASTIC
......_._
-
.......
34
— -_
2/ LITE _
,SETTING BLOCK, 1/4" X 1/2' X_4" LONG_
EPDM
AT 6' FROM EACH END, DUROMETER 80t5
35
2/ UTE
SETTING BLOCK, 1/4- X 3/4- X 4' LONG
_
V MDM
AT 6' FROM EACH END, DURDMETER 80*5
SEAT ANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
• •6EHNEE iMORE#IEAD•JMD5O4•SEALANT.
• •• • •
• • ••• •
•• •.• ••
mabuCT omvzwm
• • • ••
•AODUCEaymp
29 —*fNl -l1• as aw)w
A"°'Wyaf•i 12za�}f
m �w,4•IL •M► N•.il�
••• _i•Q�cC�_� ds .)3
, \
• • • • • • • • f • • •
• • • • • • • • • •
• •• •• • • • •• ••
�v
!
o
F Z�
m got
J=p
N n,
°9.1
p aog
0 Qlta
2P
Q N Q�p
i� 2Ci C
P
5
5 20it* ; a
OF 6Z drawing no.
W12-08
119flKS.
OPTION St
ACTIVE LEAF:
4 POINT LOCK ASSEMBLY DLO1-6007 BY 'INTERLOCK USA INC.'
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2" CIA, THROW BOLT'(1) AT TOP ENGAGING FRAME HEAD
AND (1) AT SOTOOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM
INAPT l AF:
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
II"
r
11
\
I I
li 1
�
r
�
"ACTIVE '
I , I
INACTIVE.
HINGES
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 N2:
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 TO STILE WITH (2) 18-32 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) r8-32 X 1/2' FH MS
-ROBUC/kv4vm
ro complying -ft T1r /hft
• •0 Mcc pl.46 F& (sb I2:2t1. )
••• ••i ••� •1y •(_t�
• ••• • Or ••• •••
• • • • • • • •
• • • • • • •• • • ••
PRODUC F Mum
_MIA the F7rb"di-I ewe
A.,... No :X
X4Aradwbmtc c�
Z;
ci s
�w
E10
10
m
p o n'1 YNv
a 00
C3 LV 002 F
drawing no
W12-08
••• • • • ••• • •
. 4.000
__- -.0781,..�...�
.625
25
�- Fl�
t
--- 2.062 --
�r1 DOOR FRAME HEAD/SILL
dII
I.078-.
4.031
Ll-q
7 LEAF
h-1.750-�i
..
4.750
_
1.507 -�
TOP/BOTTOM RAIL
.803- .045
F
-H 1.047 F--
GLAZING BEAD
5/16- GLASS
��.394
P$
.803--}a=.050
-� 1.047
a GLAZING
7/76- GLASS
�__---1! .730
,803 - .045
�
-�i 1.172
6FAD C� GLAZING BEAD
INSUL. CUSS
t •
ZI'--''��''
d�
Q
�r
W h
ppp' 914
�y Z A
SZ7
rO g
p
I
N
1
r>
--
1.507 �{
I
3
r--4.000-.�
--
4.781
f
I
65
_._..R.
3.719
-.078
8.250
i
1.500 --,
1 �.312
I
��1
ArWan
G�7 Y�Z
Q 47 i�
4.719-.........�
.078
_¢I
�
II
4.000 �
=
�
ry
U
SIDELITE
... 1.507
1.750-
TOP & BOTTOM FRAME
LEAF HINGE STILE
7A
JA�
.062R
s LEAF W'STRIP ADAPTER
094
442
1.SB4
LEAF ALIGNMENT BRACKET ... 750 281
�' r v
375 _T
.12507
1..125 3.781 8-Idi.
Aapinriw Doe, 'S12nia.el
4w1
iT"T
8LEAF CLAMP Or_ � 1�....
weamt hedbt!
• • HI&lQ4 BACK• -UP 4PLATE • • •
•
• • • • • • • la
• • d,25D .
• • •' rr+1 • • I • • .9 �12eLITE MULLION REINFORCINGiA
• • • • 000 ed • WftftC f 46Yms
�. SB • • • • ee &°Dt7i.i with tM F1oei11 . 7Qr�
6+dSieQ Bede _
• • • • • ti
• • • • • • • At�!lpteoa N - 3 I_ �-�'
• 07t- • g��i
��... �-- � •. T cf Aolv
6 �IOELITt !:-IP*. Oil ;AME: j1111111 W�
z
�
N
O roM
Z N
't2.
tl
3 Z
Q op ,.
U � g J�''
�W
_-......... 5.344of
4.000.-.-. ---- _
1.750 1.507
II
9_
999 .078=
I`) LEAF LOCK STILE
RAIL
L,1.750i
9" BOTTOM
329
078 -�
_1.gt2_
�
`J FRAME COVER
E! (�
3.I19
'
L
6.281
IF1.5G7
�----
5.34a-.._.._..._._
C .078
�El
1.507 .L.081
.078
9 aoo
•
1.625
•
•
o11yy
u
a
gig
o
1....,-.--
g
3
»
U
�
-...f
III
,15a
8SNAP COVER
I
LEAF ASTRAGAL STILE
�1.500
4.000
.078
625
-�
2.097
4.000
s SIDELITE
" 1.500--yy
�{
719
_
1 sm
JAMB
; �_m
O O ry s $ •i
d < m u o W
c i �^ •- �
f
droning no.
W12-
L....
4.000- .,
SIDELITE 9" BOTTOM FRAME
DOOR FRAME JAMB
FRAME
sheet B of g�
• •• •• • • • •• ••
••• • • 0 ••• 0 0
E
• • • • • • • •w H•plyhrg -fib ore nkft
• • • • • • • i7•Idlne Cale
• •• • • • • ••pr�p,•r�No IS-f2?O•It
• • • • • • • �tpinridl p� ?•2`�
•• ••• •• d, tt I.
. . . . . . .. . . . .
• • • • • • • • • •
••• • • • ••• • •
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w •aplyl.O wNY uerwW
uY�a.e=cab
Aoapu•ee N• 0 31q.13
f%*%r•this
r yy�et�j
r-
t�daaP •ct C•WN
CIE
. r05sz _
o h
sr Ecgr •;�� (drwawing.- no.
-08
�s�.�>aa�'F�� • l 2