HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW 1wade County Building
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Product Information for N.O.A. 20-0915.01
NOA 20-0915.01 -(library_/producfconirobnoa120091501.pdtI
Superseded_By
File Status File Approved REVIEWED
File Classification High velocity hurricane zone CODE COMPLIANCE
Category Windows ST• LUCIE COUNTY
Subcategory Double Hung-Single Hung BOCC
Material Aluminum V�s
Applicant E.S.Windows.,LLC(pc-result detail app.a,.p?gpp alias=102041
Expiration—Date November/6/2023 File Copy
Impact—Rate Large and Small Missile Impact
Maximum_Design_Pressure_Positive 90
Maximum_Design_Pressure_Negative 90
Description Series"1000/1050"Aluminum Single Hung Window-L.M.I.
Green—Sustainable—Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key_(/building/pc-result key app.asp)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
M ILA M
7/30/2021 -Miami-Dade County
Miami-Dade County Building N��
product Control Search
Detail Applicant Information
Applicant E.S. Windows, LLC
Contact Samir Sabagh
Address 3550 NW 49th Street
City Miami
State Florida
ZipCode 33142
Phone (305) 342-0890
Fax (305) 624-7767
Email ssabagh@energiasolarsa.com
Internet
You may also be interested in other N.O.A.files approved for the above Applicant
NOA Description Expires
20-1208.07 Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/19/2022
(library 2productcontrol/noa/20120807.pdf
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17-1114.07 A Series"EL-100"Aluminum Single Hung Window-L.M.I. May/4/2022
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20-0427.11i Series EL400-10 Aluminum Siding Glass Door-LMI July/20/2022
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20-1118.06 Series EL400 Aluminum Siding Glass Door-LMI July/20/2022
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20-1118.07 Series"ES-9100"Aluminum Outswing Door-SMI October/12/2022
flibrary_/productcontrol/noa/20111807.pdf
16-0617.03I Series EL300 Aluminum Swing Door- LMI January/4/2023
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20-1118.08 ES Series 6500 3-Track Aluminum Sliding Glass Door- LMI March/28/2023
(library_/productcontrol/noa/20111808.pdf
20-0915.02I Series"5000"Outswing Aluminum Casement Window-L.M.I. April/3/2023
(library_/productcontrollnoal2009l502.pdf
1.
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 1/4
7/30/2021 -Miami-Dade County
NOA Description Expires
20-1118.03 Series"ES-8000"Aluminum Window Wall System-L.M.I. April/3/2023
fJibrary-/productcontrol/noa/20111803.pdf
20-1223.01 Series"EL-150"Aluminum Fixed Window- .L.M.I May/18/2023
(library-/productcontrol/noa/20122301.pdf
18-0129.06 Series 6100 Aluminum Sliding Glass Doors w/Reinforcements-SMI June/14/2023
(library_/productcontrol/noa/18012906.pdf (Wet Glazed)-SMI
21-0212.02 'A Series 7000"Aluminum Window Wall System-L.M.I. July/25/2023
(library-/productcontrol/noa/21021202.pdf
20-1118.09 ES series 6500 Aluminum Sliding Glass Door w/Reinforcements- September/19/2023
.(library-/productcontrol/noa/20111809,pdf LMI
20-1118.10 Series"ES-6600 Ultra Dry-Glazed"Aluminum Sliding Glass Door w/ September/19/2023
(library-/productcontroUnoa/20111810.pdf Reinforcements-S.M.I.
20-1118.11 Series"ES-6500 Ultra" . Aluminum Sliding Glass Door w/ September/19/2023
(ibrary_/productcontrol/noa/20111811 pdf Reinforcements-L.M.I.
20-1116.03 Series"ES-5500"Aluminum Project Out Window-L.M.I. October/11/2023
(library_/productcontrol/noa/20111603.pdf
20-1116.04 i Series"ES-5600"Aluminum Project Out Window-S.M.I. October/25/2023
(library_/productcontrol/noa/20111604.pdf
I.
20-0915.01 Series"1000/1050"Aluminum Single Hung Window-L.M.I. November/6/2023
(library_/productcontrol/noa/20091501.pdf
1.
20-1202.06 Series"2000/2050"Aluminum Horizontal Sliding Window- L.M.I. November/6/2023
(library_/productcontrol/noa/20120206.pdf
/
20-1208.09 Series"1500"Aluminum Fixed Window-L.M.I. November/6/2023
(library-/productcontrol/noa/20120809.pdf
I
21-0212.03 T� Series 7100"Aluminum Window Wall System -S.M.I. November/7/2023
(library_/productcontrol/noa/21021203.pdf
20-1208.11 Series"1100WW"Aluminum Single Hung Window-S.M.I. December/13/2023
(library-/productcontrol/noa/20120811.pdf
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=l 02041 2/4
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NOA Description Expires
20-1208.12 Series"1000WW"Aluminum Single Hung Window- L.M.I. December/13/2023
(libraryyproductcontrol/noa/20120812.pdf
21-0113.10 Series Q3000Q Aluminum Outswing French Doors w/wo Sidelites December/20/2023
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).
18-0319.09 Series" 9000t"Aluminum Outswing French Door w/wo Transom- December/24/2023
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21-0408.07 Series"4000"Aluminum Sliding Glass Door w/reinforcements- March/18/2024
(library_/productcontrollnoal2l04O8O7.pdf L.M.I.
18-1004.05 1A ES Series 6000 3-Track/Corner Aluminum Sliding Glass Doors August/22/2024
(library_/productcontrollnoa118100405.pllf w/wo Reinforcements-LMI
18-1004.06 ES Series 6100 3-Track/Corner Aluminum Sliding Glass Doors August/22/2024
(library_/productcontrol/noa/18100406.pdf w/wo Reinforcements-SMI
16-1130.03 ES Series 6000 Aluminum Sliding Glass Doors w/wo September/5/2024
(library-/productcontrot1noa116113003.pdf Reinforcements-LMI
16-1130.04 ES Series 6100 Aluminum Sliding Glass Doors w/wo September/5/2024
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20-1118.12 ES Series 6600 3-Track Aluminum Sliding Glass Door- SMI September/16/2024
(library_/productcontrol/noa/20111812.pdf
20-1118.13 Clipped, Extruded Aluminum Tube Mullion-L.M.I. September/16/2024
(library/productcontrol/noa/20111813.pdf
21-0127.07 Series"9500"Aluminum Fixed Window- L.M.I. October/20/2024
(library_/productcontrol/noa/21012707.pdf
20-1208.10 Series"9500"Aluminum Window Wall System- L.M.I. October/28/2024
(library-/productcontrol/noa/20120810,pdf
).
20-1116.02 Series"ES-P252 Thermally Broken"Aluminum Fixed Window- January/16/2025
(library_/productcontrol/noa/20111602.pdf L.M.I.
I.
20-1202.071 Serie"2100"Aluminum Horizontal Sliding Window-S.M.I. February/10/2025
(library_/productcontrof/noa/20120207.pdf
).
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=10204l 3/4
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NOA Description Expires
20-0310.13 Series"ES-H340 Thermal'Aluminum Single Hung Window- L.M.I. June/25/2025
(library_/productcontrol/noa/20031013.pdf
21-0510.03 Series"ES-H340 Thermal'Aluminum Single Hung Window-S.M.I. June/25/2025
(tibrary_/productcontrol/noa/21051003.pdf
I.
20-0730.02I Series"1100"Aluminum Single Hung Window-S.M.I. August/11/2025
(library_/productcontrollnoal20073002.pdf
20-1208.08 Series"1600"Aluminum Fixed Window- S.M.I. March/31/2026
(library_/productcontrol/noa/20120808.pdf
I
20-1202.041 Sereis"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026
(library_/productcontrol/noa/20120204.pdf Window- L.M.I.
I
20-1202.05 � Series"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026
(library_/productcontrol/noa/20120205.pdf Window-S.M.I.
20-1118.02 Series"ES-8000T Thermally Broken"Aluminum Window Wall August/25/2026
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20-1118.04 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25/2026
,(library-/productcontrol/noa/20111804.pdf Window- L.M.I.
20-1116.01l Series"5100 Fixed Casement'Aluminum Fixed Window-L.M.I. September/22/2026
(library/productcontrol/noa/20111601,pdf
I.
20-1118.05 ! Series"ES-P252 Thermally Broken"Outswing Aluminum December/22/2026
(library_/productcontrol/noa/20111805.pdf Casement Window-S.M.I.
Page Last Edited:Wed Jan 25,2017 10:40:17 AM
MIAMFO kDE
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 4/4
M IAM I-QADE 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 DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidadexov/buildine
E.S.Windows,LLC
3550 NW 491e Street
Miami,FL 33142
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 otherareas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid afterthe 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 j uris diction. 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"100011050"Aluminum Single Hung Window-L.M.I.
APPROVAL DOCUMENT:Drawing No.W03-56,titled"Series-1000/1050 Alum. Single Hung Wdw.
(L.M.I)",sheets 1,1.1,2,2.1 and 3 through 8 of 8,dated 07/31/03,with revision M,dated 07/17/20,prepared
by Al-Farooq Corporation,signed and sealed by Jalal Farooq,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,Ba rranquilla,
Colombia,model/series,and following statement:"Miami-Dade County Product Control Approved",unless
otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and th ere h as b e en
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 o r change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end ors ement
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 disp lay ed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.18-0905.07 and consists of this page 1 and evidence pages E-1,E-2,E-3 and
E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0915.01
MIAMW/4DE COUNWM Expiration Date: November 06,2023
Approval Date: December 17,2020
T12/4�20 Page 1
E.S. Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-0910.03)
2. Drawing No. W03-56,titled"Series-1000/1050 Alum. Single Hung Wdw.(L.M.I)",
sheets 1 through 8 of 8, dated 07/31/03,with revision L, dated 09/27/17,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
(Submitted under NOA No. 17-1114.09)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively,both signed and
sealed by Michael R. Wenzel, P.E.
(Submitted under NOA's No. 09-1008.05 and 07-0928.14)
2. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-
05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed
LnXNo Exception Taken -'-and Z18djigdWonne Ghia, P.E.
❑ Make Corrections as NotetSubQ*t l)AaPPQ*@M IB. 05-0720.01)
❑ Review and Resubmit ❑ Not Reviewed
Submittal is reviewed only as to general conformity with design concept of the
project and general compliance with the information given in the Contract
Documents.Corrections and/or comments made as part of this submittal review
do not relieve contractor of responsibility from conformance with the Contract
Documents,applicable codes,and laws-all of which have priority over this
submittal.The design professional does not warrant or represent that the
information within the submittal is either accurate or complete.Sole responsibility Manuel Peree15
for correct design,devils,and dimensions shall remain with the oarty providing
the submittal.Contractor is responsible for all dimensions,quanoties and Product Control Ex
performance requirements to be confirmed and correlated at the job site;for alt NOA No.20-0
information that pertains solely to the fabrication processes . teehniques of Expiration Date: November 06
:onstruction;for all coordinati of the work of all trade, or assuring Approval Date: December 17,2020
consistency with the Contrac ocuments;and for pe rming the worts in a sate
and satisfactory manner. E—1
JAMES R D O RCHIT T, AR000978C
RpviewPd by rlara JVL 2 8 2M
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED)
B. TESTS(cowu%ED)
3. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3820 and FTL-3806,dated 06/09/03, signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-0910.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014),prepared by Al-Farooq Corporation, dated 10/23/14 and revised on
07/14/15, signed and sealed by Javad Ahmad,P.E.
(Submitted under NOA No. 15-0129.03)
2. Glazing complies with ASTME1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 17-1114.14 issued to Kurara America Inc. for heir
p y o t
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
Manuel PSP.
Product Control ENOA No.20Expiration Date: November
Approval Date: December 17,2020
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED)
F. STATEMENTS
1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition
(2017) and of no financial interest dated 09/18/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.
(Submitted under NOA No. 17-1114.09)
2. Laboratory compliance letter for Test Reports No. FTL-5815 and FTL-5337, issued
by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively,
both signed and sealed by Michael R. Wenzel,P.E.
(Submitted under NOA's No. 09-1008.05 and 07-0928.14)
3. Distributor Agreement, dated 04/04/16, signed by Carlos Garcia and by Andres
Chamorro.
(Submitted under NOA No. 17-1114.09)
4. Laboratory compliance letter for Test Reports No. BETI-05-1448 & HETI-05-1953,
issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05
respectively, both signed and sealed by Ivonne Ghia,P.E.
(Submitted under NOA No. 05-0720.01)
5. Laboratory compliance letter for Test Reports No. FTL-3820 and FTL-3806, issued
by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by
Joseph C.Chan, P.E.
(Submitted under NOA No. 03-0910.03)
G. OTHERS
1. Notice of Acceptance No. 174114.09, issued to ES Windows, LLC for their Series
"1000/1050" Aluminum Single Hung Window - L.M.I., approved on 01/18/18 and
expiring on 11/06/18.
11-7
Manuel Perez,P. .
Product Control Exa
NOA No.20-0 15.0
Expiration Date: November 06, 3
Approval Date: December 17,2020
E-3
E.S. Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W03-56,titled"Series-1000/1050 Alum. Single Hung Wdw.(L.M.I)",
sheets 1, 1.1, 2,2.1 and 3 through 8 of 8, dated 07/31/03,with revision M,dated
07/17/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-12222, dated 07/10/20,signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 7th
Edition (2020),prepared by Al-Farooq Corporation, dated 07/24/20,signed and sealed
by Jalal Farooq, 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. 18-0725.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas®XtraTM(SGXTM)Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6th Edition (2017),with FBC 7tb
Edition (2020),and of no financial interest,dated July 24,2020,issued by Al-Famoq
Corporation,signed and sealed by Jalal Farooq,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0905.07, issued to E.S. Windows,LLC,for their Series
"1000/1050" Aluminum Single Hung Window- M.I.,approved on 10/ 18 and
expiring on 11/06/23.
Manuel SE
Product ControlNOA No.2Expiration Date: Novembe
Approval Date: December 17,2020
E-4
10" MAx. 6'MAX.
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HFAO/SILL HEAD/SILL
FALSE AIUNTIN) CORNERS
8'MAX. 10"MAX, n
(SURFACE APPLIED) I HEAD/SILL i A HEAD/SILL e q
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49 15/16- 49 15/16' Li
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VENT WIDTH VENT MOTH I 1I N N n
53 1/8- 53 1/8' I I O a M m
WINDOW WIDTH WINDOW WIDTH
SERIES-1000/1050 ALUMINUM SINGLE HUNG WINDO�Y �� _Z _j e
TYPICAL ELEVATION TYPICAL ELEVATION
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 2.1. SERIES 1000 (STD. SILL) SERIES 1000 (HI-RISE SILL)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE W M
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER O
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DARE 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 2017 (BTH EDITION)/2020 (TH EDITION) FLORIDA °o i o
I BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 5
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE e g:fig
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS c m
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ,THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE pAPACT. o a„S 6 a R
SHUTTERS ARE NOT_REOUIRED, tl1 i-"o 0 0
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'v o o-
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
nALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. PRODUCT REVISED �- yfj, F��„�i�� .d o
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT as wmplying voth the Florlda
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Building Code `�'�'•,JSF••;`i��� I
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. NOA-No. 20-0915.01 6
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION E Iration Date• 1/OB/2023 •♦ No.61223
FOR A SITE SPECIFIC PROJECT, Le, LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Byl
WATER INFILTRATION RESISTANCE ETC. Mlampade Produqrt9ltrof BP
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, D /. ;1q� O drawing no.
AND TO BE REVIEWED BY BUILDING OFFICIAL. SET 14 LULU '�� ,•pp•_Fl0•ft1Oi;.•'C3d`���` W03-56
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. ���� I(�A►k1.
�lllt I11, 7heat � of $
r 1/8"ANN. GLASS �u
N
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21 WIDER THAN 36" Q l of f 0
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1/8"HEAT STREN'D. GLASS �--1/8"HEAT STREN'D. GLASS J „m
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St 1/8" HEAT STREN'D. GLASS ' 1/8"HEAT STREN'D. CLASS j
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1
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AT 1/4 POINTS ON LITES `\ AT 1/4 POINTS ON LITES
t7 21 WIDER THAN 36" 21 WIDER THAN 36" SILICONE
u F �r DOWSIL 795/983
GLASS TYPE 'D' GLASS TYPE 'C' m
5/32"HEAT STREN'D. CLASS ;5/32' HEAT STREN'D. GLASS \ 11A i 1/8"% 3/16"URETHANE E j ffi
090"Interloyer 090" Inlerlayer 9A i iI
Trosifol PVB SentryGlas
By 'Kurcroy America, Inc.' By 'Kuraray Americo, Inc.'
V -1/8" HEAT STREN'D. GLASS i 1/8"HEAT STREN'D. GLASS -t1\ allS
a 50.1CONE o. ` SILICONE 2
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Im ' z m ALT, GLAZING OPTION ` I-Y s
i URETHANE TAPE '�'" URETHANE TAPE SQUARE GLAZING STOP CAN BE USED 1111t~r _
t/8`x 3/16" ,I 1/8"x 3/16" WITH ALL CLASS TYPES SHOWN ON PRODUCT REVISED
THIS SHEET. as complying with the Florida ��� •�'....,';a4 /i�� a q, '
Building Code i
NOA-No. 20-0915.01
D O E Iratlon Date• 1/OBI2023 No.87223 _ % s •� b�'•
Ix
p _
(If AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES Mia pade ProdugrC trol .IUV
Li 21 21 WIDER THAN 36" WIDER THAN 36" 9 drawing no.
ra GLASS TYPE 'D' GLASS TYPE 'E' C�P 4 2000 % 0 �'' ����
. W03-56
GLAZING OPTIONS �''/„ iAl��� sheelt.tolBJ
EQUAL L1TES WINDOWS UNEQUAL L1TES (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSF(HI-RISE SILL) DESIGN LOAD CAPACITY - PSF (HI-RISE SILL)
STANDARD HEAVY DUTY IQ
STANDARD HEAVY DUTY
TOP RAIL TOP RAIL. TOP RAIL TOP RAIL `----- n
cuss TYPE GLASS TYPES CLASS TYPES GLSS TYPE. CLASS TYPES CLASS TYPES Z M
WINDOW DIMS. 'A' 'B','C','D'k'E' 'B','C','D'k'E' WINDOW DIMS. 'A' 'B','c','D'k'E' 'B','C','D'8'E' �1 n
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) Z H I I
--._.-.._. �- -- a
19-1/8" 70.0 80.0 $0.0 90.0 _80.0 90.0 - r - - 19-1/8` 70.0 80.0 80.0 90.0 _ 80.0 90.0 O o'O
26-1/2" 70.0 Solo Solo 90.0 Solo 90.0 5� = 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 "1 ^-
37" 26' 70.0 80.0 Solo 90.0 BO.D 90.0 j m o f 37" 50-5/B" 70.0 80.0 $0.0 90.0 SD.O 90.0 W
42 (3) 70.0 80.0 Solo 90.0 Solo 90.0 = i( N O i 42" (5) 70.0 Solo Solo 90.0 80.0 90.0 O N m LL
49• 70.0 Solo 00.0 90.0 __ 80.0 90.0 49" 70.0 80.o _ 80.0 90.0 80.0 90.0
53-1/8" 70.0 $0.0 30.0 90.0 80.0 90.0 I -- 53-1/8" 70.0 74.0 Solo 90.0 Solo 90.0 G" °o
19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 70.0 Solo 80.0 90.0 80.0 90.0 4'O O
26-1/2- 70.0 80.0 50.0 90.0 80.0 90.0 5- I �- 26-1/2' _ 70.0 80.0 50.0 90.0 80.0 90.0 0 y N
37" 38-3/8- 70.0 80.0 80.0 90.0 80.0 90.0 'N -I W 3T 70.0 80.0 80.0 90.0 80.0 90.0 Z
7 LL N
42• (4) 70.0_ 8D0 80.0 90.0 80.0 90.0 42" (5) 70.0 BO.0 80.0 90.0 B0.0 90.0 1L 2 O
49" 70.0 80.0 BO.o _90.0 80.0 90.0 49" - - - - 50.0 90.0 O m a J
53-1/8' 70.0 80.0 80.0 90.0 50.0 90.0 19-1/8" 704 $0.0 80.0 90.0 80.0 90.0 Q b 01
19-1/B' 70.0 80.0 80.0 90.0 50.0 90.0 26-1/2" 63" 70.0 80.0 00.0 90.0 solo
26-1/2" 70.0 50.0 80.0 90.0 $0.0 90.0 37" (a) 70.0 80.0 80.0 $0.0 80.0 90.0 n
37" 50-5/8" 70.0 80.0 00.0 90.0 80.0_ 90.0 42' - - -
- Solo 90.0 � n
42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" fib 70.0 80.0 50.0 90.0 80.0 90.0 n
49" 70.0 80.0 80.0 90.0 Bolo 90.0 26-1/2" 70.0 8D.0 80.0 90.0 80.0 90.0 m
53-1/8" 70.0 60.0 80.0 90.0 $0.0 90.0 37' (6) - - - - 80.0 90.0 _ R
19-1/8" 70.0 50.0 80.0 90.0 Bolo 90.0 __ 19-1/8" 74-1/4' 70.0 50.0 50.0 90.0 80.0 90.0 F v
26-1/2" 70.0 Solo 50.0 90.0 80.0 90.0_ 26-1/2" 171 70.0 8D.0 Solo H0.0 Solo 90.0 � �4j
37" 58" 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. H W
42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 3 In_v
49" 70.0 80.0 50.0 90.0 80.0 90.0
Q m M H
53-1/8' 70.0 80.0 80.0 90.0 $0.0 90.0 `*n
19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0
26-1/2` 70.0 _80.0 80.0 90.0 50.0 90.0
37' 63" 70.0 80.0 $0.0 90.0 80.0 _90.0 vi N S v
42' (6) 70.0 80.0 50.0 90.0 80.0 90.0
49 70.0 80.0 Bolo 90.0 50.0 90.0 5 SA SA 1
53-1/8" 70.0 50.0 80.0 90.0 80.0 90.0
19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 4 4 4
26-1/2' 70.0 80.0 50.0 90.0 80.0 90.0 "IVY
37" 68' 70.0 80.0 Solo 90.0 80.0 90.0 w p
42" (6) 70.0 Solo _ Solo 90.0 Solo 90.0 Y'S
49. 70.0 Solo Solo _ 9- 80.0 90.0 g o GS
53-1/e' - - - - 80.0 90.o
19-1/8' 70.0 _ 60.0 80.0 20.0 80.0 90.0 d j
26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 NOTE:
37• 74-1 4^ 70.0 80.0 80.0 90.0 80.0 90.0 TOP RAIL tIEAW DUTY TOP RAIL
GLASS CAPACITIES ON THIS SHEET ARE �
/ s-loon 5-l000
42' (7) 7o.D 80.0 5000 90.0 50.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS)
aA aA qq AND FLORIDA BUILDING COMMISSION y o -
49" - - - - 80.0 90.0 o n
11
5B 5C 5C.1 DECLARATORY STATEMENT DCA05-DEC-219 -$
19-1/8- - - - - 80.0 90.0 A71 11f II 1
80.0 90.0 PRODUCT REVISED X\AA�,`,
as complying with the Florida
Solo 90.0 Building Code ^ ,1GENgF''• i 4
42• (7) - - - - 80.0 90.0 I1ItI" II NOA-No. 20-0915.01 6
80.0 90.0 L1VIJ E iratlon�-'q'fot
N0.81223
• NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. ey: - tYlo
LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. MI ,a
sT y drawing no.
STD. TOP RAIL HEAVY DUTY TOP RAIL. e•• '•• ORIDP,:'•�`;� W03-56
cro 'i q 2020 s^"""'S-1050 5 1050 -' 77ij���NAL
'�lt F 11 IN AA sheet 2 of g
EQUAL LITES WINDOWS UNEQUAL 14TES (ORIEL TYPES)WINDOWS
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF �� W
STD. & HI-RISE SILL STD. & DI-RISE SILL N
STANDARD STANDARD
TOP RAIL 1/8'ANN. GLASS TOP RAIL Z
WINDOW DIMS. GLASS TYPE 'F' WINDOW DIMS. GLASS TYPE 'F' n m
090'Interloyer
WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-)
Ty *Kul rayPvB Q 0 i 10 '0 t9-1/8' 70.0 73.0 By 'Kureray Ameriea, Inc.' � 19-1/8" 70.0 75.0
�:OQ` p
z6-1/z" 70.0 75.0 i 26-1/2 70.0 75.0 O
1/8'ANN. GLASS 1 iIL
LM
17 26" 70.0 75.0 _ O� 3T 50-5/9' 70.0 75.0 0 W
42' (3) 70.0 75.0 x SILICONE x� a J< 42" (5) 70.0 75.0 cc
O y p LL
49" 70.0 75.0 DOWSIL 795 I =1 49" 70.0 _75.0
53-I/8' 70.0 75.0 = 53-1/8' 70.0 75.0 Q' n
19-t/8' 70:0 75.0 11A URETHANE TAPE 19-1/8" 70.0 75.0 O a G p g
26-1/2- 70.0 75.0 -"1 8 X 1 2 ¢- O d rii G I / / 26-1/2' Sg^ 70.0 75.0 N N
37' 38-3/8" 70.0 75.0 W--._ 'n 8A 37' C Z 0 N
W (5) 70.0 75.0 4 w 7 u y1
42" (4) 70.0 75.0 42" 70.0 75.0 LL 2 N-
49• 70.0 75.0 49• 70.0 75.0 Q Z M F
53-1/8" 70.0 75.0 � 19-1/8` 70.0 75.0 41 e�
19-1/5" 70.0 75.0 026-1/2" 63• _ 70.0 75.0
21 AT WIDER --
25-1/2" 70.0 75.0 1R POINTS ON LRES
w WIR THAN 36' 3T (6) _ 70.0 75.0
37" 50-5/8• 70.0 75.0 w 42" 1 70.0 75.0 n
42" (5) 70.0 75.0 GLASS TYPE 'F' 19-1/e' 70.0 75.0 ao
49" 70.0 75.0 26-1/2" 68" 70.0 75.0 'a
53-1/8" 70.0 75.0 37' (6) 70.0 75.0 R
19-1/8" 70.0 75.0 19-1/8" 74-1/4" 70.0 75.0 =
26-1/2' 70.0 75.0 26-1/2' (7 70.0 75.0
37" 58" 70.0 75.0 19-1 8" 55511I
/ 80" J0.0 75.0 �
42" (5) 70.0 75.0 26-1/2- 7 70.0 75.0
49" 70.0 75.0 • NO. IN PARENTHESIS INDICATE NO. OF 0 a,n
53-1/8- 70.0 75.0 ANCHORS PER JAMB. c 0 '�m'
el
26-1/2- 70.0 75.o i _-
37" 63' 70.0 75.0 '^ Vl N
42" (6) 70.0 75.0 W M �"
49" 70.0 75.0 5
53-1/8' 70.0 75.0
19-1/8" 70.0 75.0 q
26-1/2• 70.0 75.0
37" 68• 70.0 75.0
42" (6) 70.0 75.0 i
49" 70.0 75.0 o
53-1/8• 70.0 75.0
19-i/8• 70.0 75.0 d
25-1/2" 70.0 75.0 STD TOP RAIL NOTE:
37' 74-1/4- 70.0 75.0 s-1DOD GLASS CAPACITIES ON THIS SHEET ARE
az" (7) 7o.D 75.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) c v i R
AND FLORIDA BUILDING COMMISSION o
49" 70.0 75.0 4A 58 DECLARATORY STATEMENT DCA05-DEC-219 c
55-1/8• 70.0 75.0
19-1/8" 70.0 75.0
26-1/2' 70.0 75.0 PRODUCT REVISED ��®,,•.FA7rijh
80' as complying with the Florida 'V
37" 70.0 75A Building Code �'� '�1C'8N8F''•• ��� I r qQ
42" (7) 70.0 75.0 NOA-No. 20-0915.01 1 F
49" 70.0 75.0 Exlpirationn Date• 1/OBI2023
5?• I = v '�
• N0. IN PARENTHESIS INDICATE NO. OF my:
ANCHORS PER JAMB. MI pade ProdugCC trol :• � d 9 no.
OP RAtL � \�i ��,�LOR10P.•��`��` W03-56 'i
ST%O SCF 14 Z620
TYPICAL ANCHORS-.._, —\
SEE ELEV. FOR SPACING '� TYPICAL ANCHORS
SEE ELEV. FOR SPACING \
WO N
WOOD BUCK --------------------
c. EDGE DIST. • METAL IMWAI-OAOE COUNTY APPROVED I i EDGE ��. = Z °�m
_-� STRUCTURE I IMULLION & MULLION ANCHORS III \ £q 0 q 14!Z
a` EDGE = I�SEE SEPARATE NOA _f)IST. QX F
•
DIST. 11 EDGE I i o�F\ \ Q n a
- 1 -
DIST. '" ii Oo`olo
o
y, TYPICAL ANCHORS y
TYPICAL ANCHORS -SEE ELEVS. K
0' In M o l
! I •-I SEE ELEVS. FOR SPACING FOR SPACING O 6 O p `�
TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 Nyrc !
I,y 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI•Fy=14B KSI u zs g
WOOD BUCKS AND METAL STRUCTURE NOT 8Y 'E.S. WINDOWS' a w
1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES LL z o ml
AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Q a a F
8 THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) V n
DIRECTLY INTO CONCRETE OR BLOCKS �
! '1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) m
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z
i
D 5 6 D I g 14 SMS OR SELF DRILLING IN CREWS (GRADE 2 CRS)
1 U
B IILJ(�JII i III R11 III INTO MIAMI-DADE COUNTY APPROVED MULLIONS ' t
OR v
nB
B B INTO METAL STRUCTURES (HEAD/SILL/JAMBS) vi N N-
4 ALT IIJ(� (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 a•�-
_ I I I D ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a n m
Y 4 rI STEEL: 1/11" THK. MIN. (Fy = 36 KSI MIN.)
O14 'I ! j 14 ; I I 4 i 14 I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 25 3 Z
TYPICAL EDGE DISTANCE I �j,0 "
1 I t a_
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
ui S INTO WOOD STRUCTURE = 1" MIN. O
1 0l INTO METAL STRUCTURE = 3/4" MIN.
c
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
o p I Q CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN,
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ^-
2 0 o
o o M G
n 6 s SEALANT: I 3
g r D ALL JOINTS AND FRAME CONNECTIONS SEALED WITH d 3
SCHNEE MOREHEAD SEAM SEALER SM5504. `=W
C I
14 10 WEEPHOLES: �,��•.
Wl I 9 1 H o I,•V ^IC
W°D W 1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END rn a S°B 5
WY- 15 r�rr�c C� 2A = ° W2 1-5/16" NOTCH AT EACH END o_ Y �!a
9~ PRODUCT REVISED J���7141� 1111i n
• ._ _ 1 as comp)ying with the Florida
Building Cade ` '�q:•'�10E.t43F••. �� p
NOA-No. 20-0915.01 6 ? g
e I c• • n Iz •° -''' ' s E lration Date• 1/Og12023 No. S
n I \h \ By:_
• ° >! P _ 11 pads ProdugfC trot ! --
1 \ • o -.� •• � drowinq no.
• ' I • TYPICAL ANCHORS EDGE DIST.' L P SERIES-1000 �%•••• FtORIOs;.•' �
-SEE ELEV. �---" I p �A . �7\�� W03-56
VENT WITH SPRING LOADED LATCHES SEF •I 1. 9'�'�p t'( ��Fvr``V
EDGE DIST. FOR SPACING f E •7 G Y
f)tt1tt11 iii t 3 Of g
• e
• s• WINDOW HEIGHT
EXTERIOR
A 00 C O
P • _�
D.L.DPC. IISSxii ��'
g
�0
e
'-i/4•�.7 -P-----m SCREEN OPTIONAL -----------A
e
0
m0 ♦ $�
• o D.L.OPG. m =1� o
00
1/4-MAX. c
VENT HEIGHT _..� � SHIM � x
{p� x
z 0 1/4'MAX. STD S?LL
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> 0 IT m
m v
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-_
ip
a
m
D
mo 0
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m
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s a e.T.: D7_y1_oy revisions:n0 3CnD �ERIES-1D00/f050 ALUM SINGLE HUNG WDW.(L-Wl AL-FAROOQ CORPORATION a
o O _pG y l Ion _ _ -------� ENGINEERS-PRODUCT DEVELOPMENT
1/T> r o.xie. PM E0 To zo.rfic E.S. WINDOWS. LLC
07.t♦.IS_ RIV.PEM RER COMMENIs 1 9360 SUNSET DRIVE.SUrTE 220 _ f
-- -- I 3550 N.W. 49 STREEf MIAMI.FLORIDA 33173 (C.A.N. 3536)
p {N.6Y T�ARIO K 10.11.16 EINfOMV1 r1MN0E5 c
^ CT1 > - - '-- MIAMI, FL. 33142 TEL(305I 2648100 FAX.f305)2626978
O - - -' L 09.t7.1) NO CH4NGC TN$SNCEI _
° ) u 01.n.70 cENCR.4 aENS*S CE TEL. (305) 638-5151 FAX(305)838-SISB -._-_...._..--_—_._.. ...___.__
COMP-ANL\W03-S6ESW
ITEM 0 PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 ES-1001 1 FRAME HEAD 6063-T6 - n
2 ES-1002 1 FRAME SILL(STD.) 6063-T6 -
2A ES-1101 1 FRAME SILL(16-RISE) 6063-T6 - 0 y^ J
3 ES-1003A 2 FRAME JAMB --- - --_...._- 6005-T5 - q
4 ES-1005 1 FIXED MTG. RAIL(FOR SPRING LATCH) 6063-T6 - ' 5 7
4A ES-1051 1 FIXED MTG. RAIL(FOR SWEEP LATCH) 6w3-T6 - 0 0 N o vI
5 ES-1004 1 STD.VENT TOP RAIL(FOR SPRING LATCH) 6063-T6
5A ES-2004 1 HEAVY DUN VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 - O W r f
5A.1 _ ES-2004A I HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 8083-T6 ALTERNATE TO SA 0? N
58 ES-1052 1 STD.VENT TOP RAIL(FOR SWEEP LATCH) 6063-TB - a l g
MIAMI-DADE COUNTY 5C ES-1053 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T6 - 0 M1 Cap
APPROVED MULLION-., 0°5 G'j K
SEE SEPARATE NOA \ TYPICAL ANCHORS 5C.1 ES-IOS3A I HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 8063-T6 ALTERNATE TO 5C w.NN O N I
SEE ELEV, FOR SPACING AIL tt Z\•\ 6 ES-1006 I VENT BOTTOM RAIL 8083-TB - a W N I o
7 ES-1007 2 VENT SIDE RAIL 6063_Tg
_- JZmi
6 ES-1008 AS ROD. GLAZING BEAD 8083-78
II I; BA ES-1103 AS ROD. SOUARE GLAZING BEAD 6063-TS -
9 ES-1009 2/VENT SPRING LOADED VENT LATCH 6063-TS AT 6"FROM ENDS
9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11•FROM ENDS
o II 11 0 98 ®6 X r 2/LATCH LATCH INSTALLATION SCREWS - FH SMS m
II II 10 ES-1012 1/LATCH LATCH SPRING ST. STEEL _ n
m
�I I�(9 11 ES-1010 AS REOD. GLAZING WEDGE SOFT PVC DUROMETER 7025 SHORE'A'
j t---�j o - 11A ES-S008A AS REQD. GLAZING CASKET
EPDM DUROMETER 6525 SHORE 'A' •.+
____
12 /8 X 1- 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SMS
13 ES-1011 2/VENT SASH CAM CELL CELCON - 0_"
—..
WINDOW_INDTH_. � WINDOW WID?H 14 43620-187 AS REQD. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EOUN. V)V)
15 030OX190 AS REQD. FRAME SILL WSTRIPPING - 0-LON2 .$ OO C pMj m
16 - 2/VENT BLOCK &TACKLE BALANCE SERIES 120 BY BSI Q\ _Z 3_m
17 - 2/VENT SPIRAL BALANCE - _ 2_5 Z
10 ES-1013 2 SASH STOP _ I o ."I..
TYPICAL ANCHORS 19 ES-1505 - FLUSH FRAME ADAPTER 8063-TS OPTIONAL w In
SEE ELEV.FOR SPACING 20 - 1 5/16'BOX SCREEN - OPTIONAL O
21 27-}72 2/LITE SETTING BLOCK. 7/16"X 3/18"X 3-1/2-LONG EPDM OUROMETER 75t5 SHORE A
5'\ 1/4"MAX. �. VENT WIDTH 1/4-MAX. I 1S 'IG
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3 8 EXTERIOR • ae eomplging with the Florida
Biid(ng Code
D.L.OPC. ° NuOA-No. 20-0915.01 No.8122
4 Rl'
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_ STRUCTURE I I MULLION h MULLION ANCHORS I I ly
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INSTAI.I.ATION DETAILS WITH FLUSH FRAME ADAPTER ^%F oR1oP•: ` � W03-56
1 2.330 •�1.130 1.130 r` ;
7__- r.082 •809 r.-2.190 F"} 1 T U
__ -32ar 4 V W
.969 __T �_ ,052 1.3 .062 1.3M14 .062 1 .543 D I I Z
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.7.7f}7-9-I .813 1 .77j0 (�1( .500 2.063 2.06J �I it.
250 h z i H
2.392 2.268 A I ( Q d GLA ZING WEDGE 0 !6 -0
.930 �- J .930 'J SCALE :x
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O STD.SVENT TOP ERIES-000 RAIL SB STD SERIES-1 50 VENT TOP RAIL BASE POLYMER . EPDM RUBBER
�2.186--{ .813 DENSITY . 10.26 Lbs/Gal V C yf•1
1'630� 1'630 HARDNESS -TENSILE STRENGTH 70905 PSI 0 OD.ZO< 8
1 9,0 1.122 930 r - 1 130 ELONGATION AT BREAK . 273R C)d G ao
TEAR STRENGTH 1.343 Kip/fl a d
�IT BRITTLENESS TEMPERATURE -40' F Z O h
2.330 I i COMPRESSION SET. 27x(22h0158'F) a w am1 o I
1,230 1.421 /.250 III I 1.250 .080 LL?8 2 a I
1.2� .062 1.400 I .078 .147 h=_ I 2,063 .153 2.063 J 2 M Q
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-•) h--329 `� SERIES-1000 O SERIES-1050
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.80� -.062 .803 .-.050 W 81 95
t.250 .125 i t.250 125 Uj
d .837 .147 I v v�
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2.063 o v r7 4
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.489 �•--1.434
! U VENT SIDE RAIL I -°P
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G VENT BOTTOM RAIL -2.457-{ 994 I +u
-2.457
1.212 1.212 w
0 0`n
.062 (� MEETING RAIL MEETING RAIL -'S°S o
1;J SERIES-/05 4A� SERIES-1050 �
.062 .r---� - 3.127
11
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1.335 I as compiling with the Florida.710 1 Building Code ` � •�,l 3 n
NOA-No. 20-0915.01
_ s
E iration Date-ys
1/06/2023 NFo, 9 y
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79--- -1.679 MI■ made ProdugCC ntrol drowinq no.
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o e-tr. 07-31_03 revisions: $FRIES-1000/1050 ALUM SINGLE HUNG WDW.(LMl) AL-FAROOQ CORPORATION a
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Q f - ENGINEERS&PRODUCT DEVELOPMENT
Esc—aW.E/2 1• �0.241a___ �+E[KR ]MS 9Q] `E.S. WINDOWS. �Ci 9360 SUNSET DRIVE.SUITE 220
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EW &NERCOYIM:NIS3550 N.W. 49 STREET MIAMI.FLORIDA 33173 (CA.N. 3538)N EOnORIK CMYNiS MIAMI� FL. 33142 TEL(305)264-8100 FA%(305)262-6978C ___..L NO Ow16E THIS SHEET 01 ' �' r GENO l NEy ___ TEL (305)638-5151 FAX. (305)630-5156 J C _ COMP-ANL\w03-56ESW