WS-19-170Permit NO.: WS-01-19-170
Miami Shores Village Permit Type: Wince/Shutters
10050 NE 2 Ave
Miami Shores FL 33138 ft w rf(Classification: Window/Door Replacement
305-795-2204 Permit Status: Approved
Issue Date:01/24/2019 Expiration: 07/23/2019
Location Address
70 NE 99 ST, Miami Shores, FL 33138
Contacts
Parcel Number
1132060131050
JAY YAGODA Owner JAY YAGODA Applicant
70 NE 99 ST, MIAMI SHORES, FL 33138 70 NE 99 ST, MIAMI SHORES, FL 33138
'Other:3056577859 Other:3056577859
D. TORR GENERAL CONTRACTORS, INC Contractor
SERGIO TORRES
218 NW 92 ST, MIAMI SHORES, FL 33150
Business: 3053019913 info@dtorrgc.com
Mobile: 3053019913
Home: 3053019913
Other: 3053019913
Inspection Description: 5 NEW WINDOWS AND 1 EXTERIOR DOOR Valuation: $ 4,500.00 e nests:
Ins 05-ection R9
TotalSq Feet: 216.00 11
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.00
DBPR Fee
$2.40
DCA Fee
$2.00
Education Surcharge
$1.00
Scanning Fee
$12.00
Technology Fee
$4.00
Windows/Shutters Fee
$110.00
Total:
$184.40
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$184.40
Credit Card
01/24/2019 $184.40
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information i accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above med contractor to do the work stated.
T1' -c- I i , i
Authorized Signature: Owner / Applicant / Contractor / Agent
January 24, 2019 Page 2 of 2
Miami Shores Village
v
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
r ? t - EY
w 4, G 19 I
BY: AJIA I l�
C
FBC 20 1 �k-
Master Permit No. u ,, ifD - �z4
y Sub Permit No.V 4S" (I (__� �J
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: qct�— `�
Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓
Occupancy Type: Load: Construction Type: Flood Zone: _X_ BFE: FFE:
1
OWNER: Name (Fee Simple Titleholder): 1P X!6--r, 4z)4 Phone#:
Address: rio f'�'1" 5r
City: �A[ AV L S_ State: -(V zip: 33� 3g
Tenant/Lessee Name: l Phone#: I
Email: 10�0Aa \�O` OM,'lL • (,-NM
CONTRACTOR: Company Name: . 102(l Ca)62AL CDAJ�_Aj4CYV2S Phone#: 3015"301,
Address: 2 ILiI.(i RZ 5'
City: M State: L Zip: 35/1&r_j
Qualifier Name: 5"610 C2 -29U 65 Phone#: 30S 30� ?q13
State Certification or Registration``M C G G (SZ I u��Certificate of Competency #: cc�� �j
DESIGNER: Architect/Engineer: ► 4t-A E �1- Phone#: 3 OQ - DDm — ( U I
Add
Value of Work for this Permit:
Type of Work: ❑ Addition
State: Zip:
Square/Linear Footage of Work:
❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: t5- Ilf:_:� l kKs1 1n15 %'_) d �z 12d aa2
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City State Zip I
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
—' �f' �WNIE�RAGENT
The foregoing instrument was acknowledged before me this
day of :CAS 20 \ c by
'who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
,, Ismael A. Pabon
SAISN
*- Commission # GG082163
Sign:JIU
nt �� Bonded thru Aaron Notary
Print: ��aTi ► �`��
Seal:
net--
Signa 7?e��
CONTRACTOR
The foregoing instrument was acknowledged before me this
`ZL-"day of J an�c.r`I 20 \ q by
S-f r G c. 1 r rCS who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Ismael A. Pabon
Ali"�r=
Commission # GN9163
_=
Expires: March 13, 2021
Sign: �
Print:
V
Seal:
APPROVED BY Z 1 Plans Examiner Zoning ,
I
Structural Review Clerk
(Revised02/24/2014)
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).
AcIdgement:
Quay ier/Owner Signature Date
_ter
Print Name
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami .Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
'DESCRIPTION:Series "Eco-Guard 200" Aluminum Horizontal Rolling_WindoyK.— L
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling
Wdw. (I,.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
(MISSILE IMPACT RATING; Large and Small Missile Impact Resistant;
I ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
y' 'Z NOA No. 17-1102.23i
O��oS�rn�B (kxpiration Date: May 27, 2019
a Approval Date: January 11, 2018
Page 1-
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0312.08)
2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
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 horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL —7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E.
(Submitted tinder NOA#14-0317.01)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA # 0 9-0312.08)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-222613, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA #09-0312.08)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted tinder NOA#09-0312.08)
S; �Gn q zti�.o
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228A, dated 0l/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted underNOA#09-03I2.08)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA 4 09-0312.08)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA409-0312.08)
9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5ei
Edition (2014), dated 07/08/15, complying with FBC 6« Edition (2017), dated
10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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 St' Edition (2014), with FBC 6th
Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad; P.E.
G. OTHER
1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved
on 09/03/15 and expiring on 05/27/19.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-3
rCOUNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
ECO Windows Systems, LLC
9114 N. W. 106th Street,
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA -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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION ,,Series_600 Aluminum Qutswing Doors-L.M.I�
APPROVAL DOCUMENT: 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 Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING;, Large and -Small Missde.Impact Resistant }
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall
not to exceed 37". See locking options 1 & 2 in sheet 7_1.
2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to
Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #17-1218.15 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.
_y,NOA No. 18-0319.13
ie,ru•oaDe courinr t]L iration Date: March 20 2019 `
Approval Date: May 10,2018�) I
K��`1� `- Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through
9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13 /12 and last revised on SEP 04,
2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #12-0402.03)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-
26/12, all signed and sealed by Rafael E. Droz-Seda, P. E.
Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition),
prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
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 (51h 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.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0319.13
Expiration Date: March 20, 2019
Approval Date: May 10, 2018
E-1
.ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. 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. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq
Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad
Ahmad, P.E.(submitted under file #17-1102.18)
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE
Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlayers", expiring
on 07/08/19.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear & Color Glass Interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 51h Edition (2014) and 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 revises NOA # 17-1218.15, expiring 03/02/2019.
IsIhaq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0319.13
Expiration Date: March 20, 2019
Approval Date: May 10, 2018
E-2
r
MM I DADE MIAIVII-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miami-dade.gov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
IDESCRIP.TION:_Series_"Eco-Guard 300"_Aluminum Fixed-Window.—.L.M.I
APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant)
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation -was reviewed by Sifang Zhao, P.E.
NOA Ni 17-1102.20
MIAMFDADE COUNTY (Expiration Date: June 17, 2019)
Approval Date: January 11, 2018'1
—Page I°J
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0413.08)
2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)",
sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with 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. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido 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 I/4" wide x 96 1/8" high Eco-Guard series 300
aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc.,
Test Report No. HETI-08-2192B, dated 0l/15/09, signed and sealed by Candido F.
Font, P.E. (Submitted underNOA#09-0413.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA#09-0413.08)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA#09-0413.08)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300
aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing
Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido
F. Font, P.E. (Submitted under NOA#09-0413.08) :5; fG,n 0, �,V
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.20
Expiration Date: June 17, 2019
Approval Date: January 11, 2018
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of a 50 5/8" wide x 63 V4" high Eco-Guard series 300
aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0413.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
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 5th Edition (2014), with FBC 611
Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
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,
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.20
Expiration Date: June 17, 2019
Approval Date: January 11, 2018
E-2
f PART
PERMIT
RECETV]EI3
A 2,4 2019p`
BY:
GENERAL NOTE:
• ALL ESCAPE WINDOWS SHALL PROVIDE A
CLEAR OPENING OF NOT LESS THEN 5.7
SQUARE FEET. THE WIDTH SHALL NOT BE
LESS THAN 20" AND THE HEIGHT SHALL
NOT BE LESS THAN 24". THE BOTTOM OF
THE OPENING SHALL NOT BE MORE THAN
44" ABOVE FINISHED FLOOR.
• WINDOW FRAMES/MULLIONS ANCHORAGE
F PART TO MAIN STRUCTURE SHALL BE IN STRICT
PERMIT ACCORDANCE WITH THE UNITS NOTICE
OF ACCEPTANCE - REFER TO PRODUCT
CONTROLS.
• ONLY THE OPENINGS THAT ARE
IDENTIFIED WITH THEIR PRODUCT
CONTROL N.O.A. DESIGN PRESSURES
AND SIZE ARE PART OF THIS PERMIT. ALL
OTHER OPENINGS ARE NOT PART OF THIS
PERMIT. ALL OTHER OPENINGS ARE NOT
PART OF THIS PERMIT.
AT t' kAY
NEW MASTER SUITE PLANS
_les Vida 3e
I
!APPHOV-0 BY DATE
70`4iNG DEP"f
I
RLDG DEPT
.ItJ[ CT TO COMPLIANCE WITH ALL FEDERAL
1 A' [ A'..) CO)I 1N TY RU[. FS AND REGULATIONS
}
W S
8502 NW 80th STREET
MEDLEY, FL, 33166
TEL: 305-863-2223
FAX: 305-863-2291
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N. R61-181D.M—a Data
PERMIT
$heat N.ae,
FLOOR PLAN
Dn by
J. REY
st"
Dale
01/15/2019
sWb
3/8' = 1'
••
WINDOWS , DOORS
MANUF. *DESIGN WIND TESTED WINDOW N.O.A.
OPENING
DESCRIPTION
GLASS
TINT
FRAME COLOR PANEL STYLE WIDTH HEIGHT
/MODEL PRESSURE(P.S.F.) PRESSURE(P.S.F.)
1
ALUMINUM FRENCH DOOR
�M'
CLEAR
WHITE
X
36"
80"
ECO WINDOWS
+38.4
+70
18-0319.13
IMPACT RESISTANT„
LowE
SERIES 600
-53.7
-75
A
ALUMINUM FIXED WINDOW
�M'
CLEAR
WHITE
O
24„
76"
ECO WINDOWS
+40.1
+75
17-1102.20
IMPACT RESISTANT .
LowE
SERIES 300
-43.5
-80
A
ALUMINUM FIXED WINDOW
�M'
CLEAR
WHITE
O
24"
76"
ECO WINDOWS
+40.1
+75
17-1102.20
IMPACT RESISTANT"
LowE
SERIES 300
-43.5
-80
B
HORIZONTAL ROLLING
" �M'
CLEAR
WHITE
XO
48"
24„
ECO WINDOWS
+40.1
+70
17-1102.23
WINDOW IMPACT RESISTANT
LowE
SERIES 200
-53.7
-80
B
HORIZONTAL ROLLING
�M'
CLEAR
WHITE
XO
48"
24„
ECO WINDOWS
+40.1
+70
17-1102.23
WINDOW IMPACT RESISTANT"
LowE
SERIES 200
-53.7
-80
C
ALUMINUM FIXED WINDOW
�M'
CLEAR
WHITE
O
20"
20"
ECO WINDOWS
+40.1
+75
17-1102.20
IMPACT RESISTANT"
LowE
SERIES 300
-53.7
-80
NOTE
* DESIGN WIND PRESSURES
(P.S.F.) WERE TAKEN FROM A
MASTER PERMIT PLAN.
# RC-8-18-2047
UNITY
WINDOWS
8502 NW 80th STREET
MEDLEY, FL, 33166
TEL: 305-863-2223
FAX: 305-863-2291
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Sheet Name
DOORS & WINDOWS
SCHEDULE
Dt by
Shed
J. REY
3
Dds 01/15/2019
Sege
N/A
ae
3 1/2" MAX. -
HEAD/SILL
CORNERS
T
4
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403
S
U
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79"
WINDOW WIDTH
4"
3
II II
II II D
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II ^ II
II v I�
II II
II
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II II
II
I -
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FALSE MUNTINS 31 1/4" 32 3/4"
(SURFACE APPLIED)
MAY BE USED D.L. OPG. D.L. OPG.
35 3/8"
VENT WIDTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
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3 1/2' MAX.
HEAD/SILL
CORNERS
—
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50:-
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3
111' (2) ANCHORS AT MTG. STILE ENDS TYP.
WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS
MARKED WITH ''' ON SHEET 2 ONLY
10 5/8" MAX. 4y
HEAD/SILL 3" m E5
CORNERS c
in U
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1 I
II II
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II II
I 1
B
3
FALSE MUNTINS 32 3/4' 32 3/4' — EECO—GUARD 9M_9S-200.i
(SURFACE APPLIED) ALUM HORIZONTAL ROLLING WINDOW
MAY BE USED D.L. OPG. D.L. OPG.
36 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
vcuT winTu CHARTS SHOWN ON SHEETS 2.
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED.
1/8" HEAT STREWD. GLASS
1/8" HEAT STREN'D. GLASS
1/8" HEAT STREN'D. GLASS
.090' Interlayer
.090" Interlayer
Trosifol PVB
SentryGlas
By 'Kuraray America, Inc.'
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
1/8" HEAT STREN'D. GLASS
SILICONE
SILICONE
a
DOW CORNING 899
GE SCS 2000
a
DOW CORNING 899
GE SCS 2000
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22
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22
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AT 1/4 POINTS ON LITES
29 WIDER THAN 36" ONLY
GLASS TYPE 'A"
AT 1/4 POINTS ON LfrES
29 WIDER THAN 36" ONLY
GLASS TYPE 'B'
GLAZING OPTIONS
5/16' AIR SPACE
HEAT STREW D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
CARDINAL XL
EDGE SPACER
/ ST. STEEL
SILICONE
DOW 899
AT 1/4 POINTS
2s ALL SIZES
GLASS TYPE 'C'
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF- H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL `\\\\tIIIIIljf/j/
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1 1
29
SETTING BLOCKS AT
LAM. GLASS AND INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
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drawing no.
W09-12
sheet 1 of 7
DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES)
WINDOW DIMS.
A
W/O REINF.
WITH
REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYPE
'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
26-1/2"
37'
._53-1/8"
74"
(2k
1 (3)
4
70.0 1
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
26-1 /2"
37'
53-1 /8"
74"
38-3/8"
(4)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0r--,
90.0
70.0
80.0
6
70.0
80.0
90.0
70.0
80.0
6
70.0
80.0
90.0
70.0
80.0
26-1 /2"
37"
53-1 /8"
74'
50-5/8'
(5)
4
70.0
80.0
90.0
70.0
80.0
4
70.0
80.0
90.0
70.0
80.0
5
70.0
80.0
90.0
70.0
80.0
8
70.0
80.0
90.0
70.0
80.0
26-1 /2"
53-1/8"
74'
63"37" (6)
(6)
4
70.0
80.0
90.0
70.0
80.0
4
68.9
77.5
.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
8
70.0
70.0
80.0
80.4
70.0
80.0
24"
36"
48"
60"
72"
23)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24'
36"
48'
60"
72"
6 -
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
1 80.0
80.0
90.0
70.0
80.0
8
70.0
1 80.0
80.0
90.0
70.0
80.0
24"
36"
48"
60"
72"
48"
s
4
70.0
80.0
80.0
90.0
70.0
1 80.0
4
70.0
80.0
80.0
90.0
70.0
1 80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24"
36'
48'
60"
72"
6s)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
8
70.4
70.0
80.0
87.6
70.0
1 80.0
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
'XO OR OX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
A
W/O REM.
WITH REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYPE
'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1/4"
111 •
26"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74'
106-1/4"
111"
38-3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1 /4"
ill,
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0 1
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1 /4"
111"
83"
6
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
82.6
70.0
80.0
12
70.0
70.0
80.0
80.4 *
70.0
80.0
72"
84"
96"
108'
24"
(3)
9
70.0
1 80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
36"
108"
36"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
1 80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
1O8"
48"
(5)
9
70.0
80.0
50.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
60'
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
87.6
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
(1/3W)
(1/3W)
(1/3W)
4-
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XOX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
A
W/O REINF.
WITH REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYPE
'r.
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1 /4"
ill"
26
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
1 70.0
80.0
, 2
70.0
80.0
80.0
90.0
70.0
80.0
74'
106-1/4"
111"
38-3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
-
-
80.0
90.0
70.0
80.0
12
-
-
50.0
90.0
70.0
80.0
74"
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
74"
(fi)
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
72"
84'
96"
1 os"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
1p8"
36'
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
-
-
80.0
90.0
70.0
80.0
72"
84"
96"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
90.0
70.0
80.0
72"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 3 FOR DETAIL.
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4W) (1/2W) (1/4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Ei3`4
:�accr;canc. �� I i-lI0 .Z3 -
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s
TYPICAL ANCHORS
r —1
STRUCTURE MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
IA EDGE DIST. I
�N
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
v. 1BY
I WOOD BUCK
EDGE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WEEPHOLES:
W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT:
ALL JOINTS, AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER`.
• I v• v .
I TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
H,�
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS.: SEE ELEV. FOR SPACING
•
t1 �4" DIA. ULTRACON—BY `ELCO`' (Fu�177 KSI, F155 KSI)
'
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
'
1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
:
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
14 SMS OR SELF DRILLING SCREWSt (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
(TYPICAL EDGE DISTANCE)
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2D00 PSI MIN.
`���111111l�l�'
t ftOti? I .70592
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drawing no.
W09 -12
sheet 3 of 7
0
METAL
STRUCTURE
1/4" MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
--- SCREEN OPT.
2
STEE
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
VENT %
D.L. 0
—SCREEN OPT
XO LAYOUT
m
EXTERIOR
MIAMI—DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
WIDTH
0
WINDOW WIDTH
XOX LAYOUT
TYPICAL ANCHORS
r SEE ELEV. FOR SPACING
1 /4' MAX.
SHIMS
1BY
WOOD BUCKS
TYPICAL ANCHORS
v,a SEE ELEV.
v . FOR SPACING
•1 1 f 4"
0
w
• v �
c
3i1
D.L. OPG.
_zA.,Kttc4 Uri.
STEEL REINFORCING
AS REQD.
SEE SHEET 2 FOR CAPACITY
--------SCREEN OPT.
WINDOW WIDTH
U0
U
W
_N
1
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LL, N
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O -1 N U
N
Lo LL
v(0 m
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SHIMS #
Z • • M
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1BY • • 4 ••••••
WOOD BUCKS •• W —
tl 0E— ..
.. .dQ'. iL ••••••
TYPICAL ANCHORS • • ;+• } • • •
v ° SEE ELEV.
o. FOR SPACING U6 to
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drawing no.
�,.�
W09 -12
1%0
sheet 4 of 7
EDGE DIST.
METAL
•
STRUCTURE EDGE
TYPICAL ANCHORS
DIST MIAMI—DADE COUNTY APPROVED
SEE
MULLION &MULLION ANCHORS
' � v
SPACING
FOR SPACING
SEE SEPARATE NOA
EDGE
DIST.
n
ALT.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
O
ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 /4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
O
ALT.
V
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-04
PRt?DUC'T REVISED _
No. 592
complying o cdiLh Lie Florida
BizOCl.itg CtYde 49
vccep:. ,ceb}L-J)I�Dt �! �•aF
on DaneTE OF � � � drawing no.
By ��f2�� zhGo %,� . ORION.•����� W09 —12
�,Vami Dade _Pr.-: SAL
/ras.�.,tti��� sheet 5 of 7
am=
8
Oi FRAME HEAD
3.876
O2 FRAME SILL
1.314-
.340 ji .312
.062
�3 SILL TRACK
.5001.187
.062
2.750 2.812
t.874.1687
O MOV. FRAME JAMB
1
1.434
3/16-
12 11
O
VENT TOP/BOTTOM RAIL
STEEL REINFORCING
2.095
.519-j�--�j
� �.130
1.250 --I
1.140
.062
F- -1.344 ---I
SO JAMB STILE
7 2.063 -
I -1.250
G
1.140 C
062-
MEETING RAIL
1 2.185
I - T
.719 .045 .803 .045 .803
i - '_�
2.246I
� 1.047 ^I 1.047
119 GLAZING BEADS o®
1.340
1.I22 [r; j .062 1.1 2
F -1.375 --I
O FIXED MTG. RAIL
--i .750 �-
062
2.812 2.750
F� .969
1.688 -�II
O FIXED FRAME JAMB
2.688
.062
.500 69
k-- 2.611----�i
28 FLUSH FRAME ADAPTER
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANP./SUPPLIER/REMARKS
1
FY201
1
FRAME HEAD
6063-T6
-
2
FY202
1
FRAME SILL
6063-T6
-
3
FY203
1
SILL TRACK INSERT
6063-T6
-
4
FY205
AS READ.
MOV. FRAME JAMB
6063-T6
5
FY101
AS REQD.
FIXED FRAME JAMB
6063-T6
-
6
FY104
1/ VENT
FIXED MTG. RAIL
6063-T6
-
7
FY105
1/ VENT
VENT INTERLOCK
6063-T6
-
8
FY206
1/ VENT
JAMB STILE
6063-T6
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
FY108
AS READ.
GLAZING BEAD (LAM. GLASS)
6063-T6
10A
FY110
AS REQD.
GLAZING BEAD (INSUL. LAM. GLASS)
6063-T6
-
11
-
AS REQD.
REINFORCING BAR
STEEL
-
12
-
AS REQD.
REINFORCING BAR
STEEL
-
13
FY204
AS RTEQD.
ADD -ON SILL RISER
6063-T6
USE AS REQD.
14
FY208
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
-
15
FY209
2/ VENT
ROLLER
BRASS
-
16
FY210
2/ VENT
ROLLER PIN
ST. STEEL
-
17
#8 X 1"
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS
19
W23181
AS REQD.
FIN SEAL W STRIPPING
-
ULTRAFAB
20
030OT190
AS REQD.
BULB SEAL
Q-LON
SCHLEGEL
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
22
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65A
23
FLB-50
AS REQD.
GLASS SPACER
SILICONE
FRANK LOWE
24
SL203P
2/ VENT
SWEEP LATCH
-
SULLIVAN & ASSOC.
25
#8 X 1/8'
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS
26
WA2L
2/ WDW.
WEEP VALVE
-
PREFERRED ENG. PRODUCTS
-
1/ VENT
5/16' BOX SCREEN
-
OPTIONAL •
t27
28
FY120
-
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL •
2g
-
2/ LITE
SETTING BLOCK
EPDM
OUROMETER 80±5 SHORE A•
is 0
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"v •
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•
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�i
c
!`R0€311C'T REVISED
as ctmmlying witty, the Florida v m v u
BUi€i!iJ9 i GO2
i
Acce iancc No
E OF ��� drawing no.
R10-
AL1```� sheet 6 of 7
17
I
FIXED MTG. RAIL CORNER
M.
e
��
N
ULO
J Lf)
3r- OD
OD
c�
•
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Sc C3lvP]Y i==.g With the Floridan
Steil 3tta %e;tiP 0A u
Acce.�v;ce i��-lJa1.2g � �9
®' EOF '.�� drawing no.
}.x�+i3 as`ztu3 Vale p.5 � 27 �G� �
f} zh o �.� . R4�A.•�.�� W09 —12
3. FY6�1sheet 7 of 7
i11
2.688
.062
1-1 50C 69
2.611—�I
0 FLUSH FRAME ADAPTER
0 FRAME HEAD/SILL/JAMB
750
.81T 3
.O 0 ���III 888
O2 GLAZING BEAD
1.0701
I_�
375
.050
3O ANCHOR COVER
iEC0—GUARD SERIES-300
Af I.UMINUM FIXED WINDOW)
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
FALSI
(SURFACI
wiklhnl„ wirilru
MUNTINS
APPLIED)
D.L.OPG.
OPTIONAL
A
II II
C
II II
4
II II
II iE
it II
u II
i
II n
u II
o
II II
II II
II II I
IE II �
t
I
II II
I I 11
II II
n n
3
i
6" MAX.
12" MAX.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
nLnv/.aiLL 1 -
CORNERS
GLASS D.L.O. DIMS.
D.L.O. HEIGHT = WINDOW HEIGHT — 3.625"
D.L.O. WIDTH = WINDOW WIDTH — 3.625"
PRODUCT REVISED
,s Complying With the Florida
Building Code
AcccpL,j;ice ?Jo 17-LIo
Expifatios, Date
By
Ivtawni Dade ;�,,, „r, '
to
�W
Ew
z
�0
U
1)
i
ENS�••;�d
i
.7 2
t S YE OF���
H
O w h
3
f` N a
a
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IL
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Orb 3
N00J
Q1zNWmLL
-
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3 �
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A Z3�do
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ZP O C4J v
o! (.5
LLJ od
s
N �I
o �
ei � aT
m
drawing no.
W09-20
sheet 1 of 5
3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS
.090" Interlayer .090" Interlayer
Trosifol PVB SentryGlas
\ �By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
r-3/16" ANN. GLASS \F3/16- HEAT STREN'D. GLASS
SILICONE
SILICONE
DOW CORNING 899
899
I GE SCS 2000
000
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°°
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LDRNING
to II
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4
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1/4 POINTS
i IjAT 1/4 POINTS
a ON
INLY
II IITHAN
imi i THAN�36" OES
36" OTES NLY
�8 X 1-1/4" SMS �_��8 X 1-1/4" SMS
AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS
AND 10" O.C. MAX. AND 10" O.C. MAX.
',GLASS TYPE 'C') GLASS TYPE 'D'
GLAZING OPTIONS
W. WIDTH
WINDOW WIDTH WINDOW WIDTH
i
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3 I 3
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WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
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I zLoz
3Iw
1
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I
z
c�
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'C'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
EXT.(+)
INT.(-)
EXT.(+)
1NT.(-)
2e
30"
36"
42"
48"
54"
60"
66"
72"
36„
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"
72"
4„
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.6
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
76.6
80.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"
72"
60„
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
66.8
71.3
80.0
90.0
60.2
64.2
80.0
90.0
60.2
64.2
80.0
90.0
60.2
64.2
80.0
90.0
24"
30"
36"
42"
48"
54"
60"
72"
1
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
76.6
80.0
90.0
66.B
71.3
80.0
90.0
60.2
64.2
80.0
90.0
24"
30"
36""
42"
48"
54"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
70.0
70.0
80.0
90.0
65.6
65.6
80.0
90.0
64.3
64.3
80.0
90.0
24"
30"
36"
42"
48"
96"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
76.2
80.0
90.0
64.6
64.6
80.0
90.0
59.9
59.9
80.0
90.0
24"
30"
36"
42"
108"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
74.5
74.5
80.0
90.0
61.5
61.5
80.0
90.0
24"
30"
36"
120"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
74.5
74.5
80.0
1 90.0
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'C'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
26-1/2'
37"
53-1/8"
74"
'` 26"
75.0
80.0
I 80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
26-1/2"
37"
53-1 /8"
74"
38-3/8„
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
26-1 /2"
37"
53-1 /8"
74"
50-5/8„
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
71.3
76.0
80.0
90.0
71.3
73.1
80.0
90.0
26-1 /2"
37"
53-1 /8"
63"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
67.9
72.5
80.0
90.0
37"
53-1/8"
76'
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
67.9
69.9
80.0
90.0
•
•
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NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
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drawing no.
W09-20
sheet 2 of 5
TYPICAL ANCHORS
1BY SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 OOD BUCK
WOOD BUCK STRUCTURE SEE ELEV. FOR SPACING OR
' MIAMI—DADE COUNTY APPROVED WOOD RE
c a ; a ° 'd. ° a .;.4 • e .a ED F_ DIST, MULLION & MULLION ANCHORS
° EDGE SEE SEPARATE NOA EDGE
a I DIST. tj
EDGE DIST.
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I 3
2 I! !j
I! !I TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
it !! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
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TYPICAL ANCHORS
ELEV.
a I FOR SPACING
° EDGE DIST.
D' 1BY3
°WOOD BUCK
EDGE DIST.
I TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
;TYPICAL ANCHORS SEE ELEY. FOR SPACING
w WJIL
DIA._UIMACON BY_'ELCO,(Fu=177 KSI, Fy=155 KSI)
^•
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
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1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
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THRU 1BY BUCKS INTO CONC. OR BLOCKS
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1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
••�•
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
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DIRECTLY INTO CONCRETE OR BLOCKS
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1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
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1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
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�#14 SMS OR DRILLING SCREWS (GRADE 2 CRS)
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INTO MIAMI—DADE COUNTY APPROVED MULLIONS
J
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
0 N.�'•
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
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STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ATYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
W
INTO WOOD STRUCTURE = 1" MIN.
W
N N
INTO METAL STRUCTURE = 3/4" MIN.
°
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WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
m
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C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN.
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SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
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sheet 3of 5
ITEM
PART #
REQD.
DESCRIPTION
MATERIAL
MAN'•/SUPPLIER/REEKS
1
FY301
2
FRAME HEAD/SILL/JAMB
6063-T6
-
2
FY302
AS REQD.
GLAZING BEAD- 7/16" GLASS
6063-T6
-
3
FY303
AS REQD.
ANCHOR COVER
6063-T5
-
4
E203
AS REQD.
GLAZING BEAD BULB
NEOPRENE
ULTRAFAS
5
FL13-50
1
GLASS SPACER - 1/8" HIGH
SILICONE
FRANK LOWE
6
#10 x 1"
8
FRAME ASSEMBLY SCREWS
CRS
PH SMS
7
FY120
-
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL
8
-
2/ UTE
I SETTING BLOCK
EPDM
DUROMETER 85±5 SHORE A
MIAMI-DADE COUNTY
APPROVED MUWON
SEE SEPARATE NOA
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
RECT. OR SQUARE WINDOWS
TYPICAL ANCHORS
;EE ELEV.
'OR SPACING
CIRCULAR WINDOWS
CORNER DETAILS
1/4" MAX.
1 /8" THK.
ALUM STRAP
WELDED
JOINTS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
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METAL TYPICAL ANCHORS
STRUCTURE SEE ELEV. FOR SPACING
TYPICAL ANCHORS MIAMI-DADE COUNTY APPROVED
o D n v I SEE ELEV. FOR SPACING MU LISEPARAMU MULLION ANCHORS
NOA
EDGE' DI Q, v EDGE EDGE
DIST. DIST.
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A
ALT.
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ALT.
to
I
TYPICAL ANCHORS
EDGE DIST. i SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
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�F®IVAb, ���♦♦ sheet 5 of 5
////IIIIIrS��
SERIES 6600)
{.AL'—UMIN—-OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
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DOWSIL 899
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3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuroray America, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOWSIL 899
14 14
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34
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SETTING BLOCKS AT LAM. GLASS
�•i _ READ. FOR WIDTHS EXCEEDING 36" ONLY
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
GLASS TYPE
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1/8" TEMP. GLASS
75/16" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interlayer
rSaflex Clear And Color Glass
1 By 'Eastman Chemical Co.'
1/8" HEAT STREN'D. GLASS
[THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
UTTERS ARE NOT REQUIRED.
SILICONE
DOWSIL 899
CARDINAL XL
EDGE SPACER
ST. STEEL
I
35 � SILICONE
SETTING BLOCKS AT INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
+PRODUC P REVIWA
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(sheet 1 of 9 )(
39 3/4" MAX.
FRAME WIDTH
12"
MAX.
5" MAX. F456
HEAD/SILL A SILL
CORNERS
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ACTIVE
SURFACE APPLIED
FALSE MUNTINS OR
26 15/16"
DECORATIVE GRILL
D.L. OPG.
MAY BE USED
37" MAX.
LEAF WIDTH
(X)
LOCK OPTIONS
#1 OR #2
(OPTION 2 SHOWN)
SEE SHEET 7.1
FOR DESCRIPTION
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76" MAX.
FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
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5" MAX. HEAD
HEAD/SILL /� _ _ _ SILL
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11
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Q cn
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SURFACE APPLIED
a
SURFACE
26 15/16" 26 15/16" < x
FALSE MUNTINS OR
FALSE MUNTINS OR
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DECORATIVE GRILL
D.L. OPG. D.L. OPG. 0
DECORATIVE GRILL
MAY BE USED
MAY BE USED
37" MAX.
LEAF WIDTH
(XX)
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS.
LAMINATED GLASS
FRAME
WIDTH
LEAF
WIDTH
FRAME
HEIGHT
EXT.(+)
INT.(-)
39-3/4"
37"
98"
70.0
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS.
LAMINATED GLASS
FRAME
WIDTH
LEAF
WIDTH
FRAME
HEIGHT
EXT.(+)
INT.(-)
76"
37"
98"
70.0
75.0
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.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
37 3/16" MAX.
FRAME WIDTH
12"
MAX.
HEAD
SILL
32 3/4"
D.L. OPG
(0)
STAND ALONE SINGLE SIDELITE
SEE SHEET 3 FOR CAPACITY
vQ0DUC r REVISED
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(sheet 2 of 9 )1
DESIGN LOAD CAPACITY - PSF
STAND ALONE SINGLE SIDELITES
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
EXT.(+)
INT.(-)
24
30
36
37
42
82
70.0
75.0
70.0
75.0
70.0
75.0
70.0
5.0
61.7
6.1
24
30
36
37
42
86
70.0
F75.0
70.0
5.0
70.0
75.0
70.0
75.0
61.7
66.1
24
30
36
37
92
70.0
75.0
69.8
69.8
64.1
64.1
1 63.3
63.3
24
30
36
37
98
1
63.3
63.3
57.8
57.8
53.1
53.1
52.4
1 52.4
I � Fil
71
SINGLE SIDELITE WIDTH
- DESIGN LOAD CAPACITY - PSF
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
WITH
REINFORCING
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
24
30
36
37
42
82
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
61.7
66.1
61.7
66.1
24
30
36
37
42
86
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
61.7
66.1
61.7
66.1
24
30
36
37
92
70.0
75.0
70.0
75.0
69.8
69.8
70.0
75.0
64.1
64.1
70.0
75.0
63.3
63.3
70.0
75.0
24
30
36
37
98
63.3
63.3
70.0
1 75.0
57.8
57.8
70.0
75.0
53.1
53.1
70.0
75.0
52.4
52.4
70.0
75.0
REINFORCING
AS READ.
SEE CHART
39-3/4" MAX. (SINGLE)
76" MAX. (DOUBLE)
DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 1 1.000"
D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438"
00
m
148" MAX.
TESTED FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
CLUSTER OF (4) AT 3" O.C.
6" (4) ANCHORS
AT HEAD/SILL 12"
5" MAX. 3" MAX.
EAD/SILL P.
SEILALD
:ORNERS
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INACTIVE 11
ACTIVE
SURFACE APPLIED
FALSE MUNTINS OR
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DECORATIVE GRILL
MAY BE USED
32 3/4"
D.L. OPG
SIDELITE FRAME WIDTH
MAX.
SEE CHART AT LEFT
26 15/16" 26 15/16"
D.L. OPG. D.L. OPG.
37"
LEAF WIDTH
39 3/4" MAX. (SINGLE)
76" MAX. (DOUBLE)
WIDTH
(OXXO)
MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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SEE SHEET 1
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TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
PROPERLY SECURED 2BY WOOD BUCK
EDGE DIST. 1 BY WOOD BUCK OR
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a� EDGE DIST. METAL
SEE NOTE SHEET 1 STRUCTURE
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IONS SEE ELEVATIONS VATIONS
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iBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
,BUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
;TYPICAL ANCHORS:) SEE ELEV. FOR SPACING
111/4" DIA ULTRACON BY 'ELCO')(Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
!j14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ATYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
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/// I I It I% \\` sheet 4 of 9
1/4" MAX. CONCEALED FLUSH BOLTS O 1/4" MAX.
SHIM O LEVERS AT STILE FACE SHIM
3 BY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.1 16 ACTIVE LEAF
FOR SPACING
F v"
N o F
TYPICAL ANCHORS
- - - j SEE ELEV. w
w FOR SPACING
a
s
3 25 23 EXTERIOR
19 9 D.L.O.
METAL STRUCTURE 37" MAX.
SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS
#1 OR #2
39 3/4" MAX. (OPTION 2 SHOWN)
SEE SHEET 7.1
SINGLE DOOR FRAME WIDTH FOR DESCRIPTION
1/4" MAX. .
O
SHIM''.'
CONCEALED FLUSH BOLTS
CONCEALED FLUSH BOLTS
3
LEVERS AT INSIDE FACE OFSTILE
LEVERS AT STILE FACE
TYPICAL ANCHORS
SEE ELEV.° °
FOR SPACING 16 INACTIVE LEAF
26 13
26
24
Cfl
LJ
W . 4
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d 23
.. 13 25
9
11
10
D.L.O.
D.L.O.
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LEAF WIDTH LOCK OPTION
A2
EXTERIOR
LEAF WIDTI
76" MAX.
DOUBLE DOOR FRAME WIDTH
2 POINT LOCK ASSEMBLY
4 POINT LOCK ASSEMBLY
�
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INACTIVE LEAF
ACTIVE LEAFI
EXTERIOR
DOOR DETAILS
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TYPICAL ANCHORS
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FOR SPACING
PRODUC f ItEVIS"
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Aoceptaece No G 319 - 3
x1piralira Date1 i 'z-o l �1
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(sheet 5 of 9 )I
TYPICAL ANCHORS
1 /4" MAX. O 1 /4" MAX.
SHIM 5 SHIM
1BY
WOOD BUCK
TYPICAL ANCHORS .
SEE ELEV.
FOR SPACING 16
v
b '
v
TYPICAL ANCHORS
o SEE ELEV.
FOR SPACING
14 EXTERIOR °
14 D.L.O.
METAL STRUCTURE
SEE SPEC SHEET 4 42" AT 86" HT.
37" AT 98" HT.
MAX. SINGLE SIDELITE WIDTH
DNS
REINFORCING
#12 SMS
O
0)SEE
18 AS READ.
SHEET 3
1/4" MAX. '•.
AT 5" FROM ENDS
SHIM
AND 11" O.C. MAX.
5
6
3
,a
16
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16
I
26 13
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24
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II
TYPICAL ANCHORS
IU-
SEE ELEV.
w „
714
FOR SPACING >
11 3
23
15
25
D.L.O.
19
9
EXTERIOR
LEAF WIDTH
39 3/4" (SINGLE)
SIDELITE WIDTH
_
76" (DOUBLE)
RS
FOR 5VAILANU
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SIDELITE DETAILS
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ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E601
-
DOOR FRAME HEAD/SILL
6063-T6
-
2
E602
-
FRAME COVER
6063-T6
-
3
E603
-
DOOR FRAME JAMB
6063-T6
-
4
E604
-
SIDELITE TOP & BOTTOM FRAME
6063-T6
-
4A
E626
-
SIDELITE 9" BOTTOM FRAME
6063-T6
-
5
E605
-
SIDELITE FRAME JAMB
6063-T6
-
6
E606
-
SIDELITE SLIP ON JAMB
6063-T6
-
7
E607
-
LEAF TOP & BOTTOM RAIL
6063-T6
-
7A
E625
-
LEAF 9" BOTTOM RAIL
6063-T6
-
8
E608
-
LEAF W'STRIP ADAPTER
6063-T6
-
9
E609
-
LEAF HINGE STILE
6063-T6
-
10
E610
-
LEAF LOCK STILE
6063-T6
-
11
E611
-
LEAF ASTRAGAL STILE
6063-T6
-
12
E612
-
LEAF ALIGNMENT BRACKET
6063-T6
-
13
E613
-
LEAF CLAMP
6063-T6
4-1/4' LONG
13A
E613
-
HINGE BACK-UP PLATE
6063-T6
12" LONG
14
E614
-
GLAZING BEAD (5/16" LAM. GLASS)
6063-T6
-
14A
E109
-
GLAZING BEAD (7/16" LAM. GLASS)
6063-T6
-
15
E615
-
GLAZING BEAD (INSUL. GLASS)
6063-T6
-
16
E616
-
SNAP COVER
6063-T6
-
17
E613
-
BOLT SUPPORT
6063-T6
NOT SHOWN
18
-
AS REQD.
SIDELITE MULLION REINFORCING
6063-T6
- •
19
FD-107
3/ LEAF
BUTT HINGES
ALUMINUM
SULLIVAN & ASSOC. • •
20
FB1202
-
FLUSH BOLT LEVER
-
SULLIVAN & ASSOC. • • •;
21
FBR914SS
-
CONCEALED FLUSH BOLT ROD
ST STEEL
SULLIVAN & ASSOC.
22
#12 SMS
AS REQD.
FRAME ASSEMBLY SCREWS
-
-
23
#12 X 3/4"
-
HINGE INSTALLATION FASTENERS
-
FH SMS • • • •
•
24
_
-
3/8" DIA. THREADED ROD
STEEL
-
25
W11323
-
PILE W'STRIPPING
WOOL
ULTRAFAB • • • •
26
E20618-KN-3020
-
BULB W'STRIPPING
SANTOPRENE
EPDM •
•
27
E206
-
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB • •
28
-
-
GLASS SPACER
SILICONE
FRANK LOWE RUBBER CO.
29
E622
-
FLUSH BOLT CUP
NYLON
-
30
DL01RC
-
BLACK BOLT SUPPORT BLOCK
POLYETHYLENE
INTERLOCK
31
DL01WB
-
WHITE BOLT SUPPORT BLOCK
POLYETHYLENE
ACME PLASTIC
33
#10 X 3/4"
2/ ADAPTER
FH SELF DRILLING SCREWS
-
-
34
-
2/ LITE
SETTING BLOCK, 1/4" X 1/2' X 4" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 80±5
35
-
2/ LITE
SETTING BLOCK, 1/4" X 3/4' X 4" LONG
EPDM
AT 6' FROM EACH END, DUROMETER 80t5
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JM5504 SEALANT.
DRODLIC f 9EVIM
as oampwag with the Rod&
balding Cede
Aweptance No / _a3 • ! 3
Espiratiea Date 34,1Al
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(sheet 7 of 9 1
LOCKS:
OPTION # 1:
ACTIVE LEAF:
4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.'
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD
AND (1) AT BOTOOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM
INACTIVE LEAF:
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK LOCATED AT 42-1/2" FROM BOTTOM
I
/
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INACTIVE
ACTIVE
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 #2:
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) #8-32 X 1/2" FH MS
INACTIVE LEAF:
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MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
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