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HomeMy WebLinkAboutES HR 200 20-1208.07MIAMI-DADE 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.miamidade.gov/buildin2 E.S. Windows, LLC 3550 NW 49t' 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 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 "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, 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, Barranquilla, 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0221.03 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. 20-1208.07 MIAM Fjwj)E COWExpiration Date: January 19, 2022 Approval Date: February 18, 2021 T2110121 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. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets I through I I of 11, dated 12/ 19/ 16, with revision C dated 01 / 12/ 18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0221.03) B. TESTS 1. 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 an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, and addendum letter dated 12/15/16, both signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 18-0221.03) 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, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Perez, P.E. Product Control Ex r NOA No. 20- 08.0 Expiration Date: January 19, 2 Approval Date: February 18, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 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 Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/ 17, expiring on 12/ 11 / 18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6tn Edition (2017), and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Distributor Agreement signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 3. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 4. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) G. OTHERS 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01 / 11 / 18 and expiring on 01 / 19/22. Manuel Perez, P Product Control ExpTh NOA No. 20-19208 Expiration Date: January 19,-M2 Approval Date: February 18, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/10/15, and updated on 11/09/20 to comply with FBC 7tn Edition (2020), prepared by Al-Farooq Corporation, 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) Manuel Perez, P.E. Product Control Ex n r NOA No. 20-1 08.0 Expiration Date: January 19, 2 Approval Date: February 18, 2021 E - 3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) 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. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21/21. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7tn Edition (2020), and of no financial interest, dated November 9, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Proposal No. 18-0784 issued by the Product Control Section, dated 06/29/18, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0221.03, issued to E.S. Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 05/10/18 and expiring on 01 / 19/22. Manuel Perez, P.E. Product Control Ex 7�2 r NOA No. 20-1ration Date: January 19, Approval Date: February 18, 2021 E-4 72 15/16" 72 15/16" 72 15/16" FRAME WIDTH FRAME WIDTH FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS 19" AT 5" O.C. (3) ANCHORS AT MTG. STILE ENDS 7" MAX. AT 5" O.C. 19" MAX. HEAD (3) ANCHORS AT MTG. STILE ENDS 6" MAX. AT 5" O.C. 12" MAX. HEAD J �`a) I HEAD/SILL CORNERS HEAD/SILL 9 CORNERS ''-�' '-�`` d I I I I �w \p \ <p map II. I� �_ w w J II II_ w J �199 0 z N II �� p¢� ig in Z ,a am ` Nil— — -�1 I't1 "'1jr��6 � I �' 11r�` SILL I \XmW FALSE MUNTINS 4 4 MAX N g z 7 MAX. ¢ z (SURFACE APPLIED) SILL �� MAY BE USED c� tO cpi 32 11/16" 32 11/16" D.L. OPG, VA'T L. OPG. 36 9/16" (3) ANCHORS VENT WIDTH MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I.) 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 NOA WILL APPLY TO ENTIRE SYSTEM. 32 11/16 32 11/16" D.L. OPG. D.L. OPG. 36 9/16" (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH 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 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. tl -11--- I � I u l II II II II II I� I I 11 II II 4 A n_1� B _ A 12 m � 8 MAX. h1 SILL 6 p U 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. 36 9/16" (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF I MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. FT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1208.07 Ex Irstion Date• 1/19/2022 By: GLl By: pade Produe;t'C trot DEC U 1 2L o i 7 o No. 3 drawing no. i '•.,F[ORIDP,. \��� W11 6-86 110" 110"U] FRAME WIDTH FRAME WIDTH (3) ANCHORS (3) ANCHORS AT MTG. STILE ENDS AT MTG. STILE ENDS AT 5" AT 5" 7" MAX. 19" MAX. 7" MAX. 19" MAX. O.C. HEAD/SILL A C HEAD HEAD/SILL A HEAD Z y °n1 z CORNERS 4 /�' �� 4 �� CORNERS 7 �' �� I� �� O I- q a z , of Z CL �d S 06 p 00.�� o W N N xx 7 0 ? N S2 0 = c� C� o > M a 'w • c� p0 'w �" w °° a a 0 - n1 0 sx �i n �x �x n O a.a o Q 60p el �Q z to m� �L~ p N O N1�/1� LL m LL m it z O n O rG Jawa� azm I 1 FALSE MUNTINS B � D MAX. � m � �11/11 �m(SURFACE APPLIED) q 4 z SILXLg moMAY BE USED SILL U 32 11/16" 32 11/16` 32 11/1632 32 11/16" 32 11/16" (3) ANCHORS (3) ANCHORS Q N D.L. OPG. D.L. OF D.L. OPG. AT MTG. STILE ENDS AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. n AT 5" O.C. AT 5" O.C. z 36 9/16" 36 9/16" 36 9/16• 36 9/16" VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH J w TYPICAL ELEVATION TYPICAL ELEVATION _ FLANGE FRAMES 110" FLANGE FRAMES WITH FLUSH ADAPTER Z � FRAME WIDTH N 00), n (3) ANCHORS O M n AT MTG. STILE ENDS 12" = Z m 6" MAX. AT 5" O.C. MAX. HEAD/SILL HEAP o 3 Z w o CORNERS B W N p MAXIMUM DESIGN LOAD RATING = + :5.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF MTG. STILES WITHOUT REINFORCING Iz r In In E N y N -71111- MAXIMUM DESIGN LOAD RATING = + 80.0 PSF c w x _ o (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF W W Xm MTG. STILES WITH REINFORCING j N a 21 OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW o o NOT TO EXCEED TESTED FRAME AREA OF 47.36 SO. FT. PRODUCT REVISED > S S as complying with the Florida 1111111IiT� d < m Building Code �``7� F B - - 12" ¢ NOA-No. 20-1208.07 `��� �•®'••• �i o 4 8 MAX. ;p az Ez Iratlon Bate• 1/19/2022 �@ •°'•� �i I ; 0 0 SILL s �o n By: _ No 3 32 11/16` 32 11/16" 32 11/16" Miam ade Produo It (3) ANCHORS p Cy q AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. UEC O 1 ic__ `�••• ��` v Y o `u AT 5" O.C.- 38 9/16" 36 9/16" ®'•• 3T OF 6p drawing no. vENr w1DTH TYPICAL ELEVATION VENT WIDTH �� `. FLANGE FRAMES WITH FIN ADAPTER '®��`�`` sheet 2 of II dF I I E O • II II II�II II I� II II II II II II -ter--- I, I- 11 II I� II II II II II I� I, II I // II Imo it I _ LL_ W mq�m ra Z n 3 z W ISO p`p N d W W for 1/8- TEMP. GLASS 1/8" TEMP. GLASS O 3/8" AIR SPACE 5/16" AIR SPACE O O j j Cy m 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS O d O G .090" Interloyer .090" Interlayer 090" Interloyer .090" Interlayer O N N Trosifol PVB By 'Kuraray America, Inc.' Trosifol PVB By Americo, Inc.' Trosifol PVB 8R'Kuraray America, Trosifol PVB Inc.' BY 'Kuraray America, Inc.' x z R R 0'Kuraray OR ZN' .090" Interlayer 090" Interloyer .090" Interlayer .090" Interlayer a m Q SentryGlas SentryGlas SentryGlas SentryGlos a By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By •Kuraray America, Inc: By 'Kuroroy America, Inc.' OR OR OR OR .090" Interlayer 090" Interloyer 090" Interlayer 090" Interloyer Saflex Clear And Color Gloss Saflex Clear And Color Glass Soflex Clear And Color Glass Saflex Clear And Color Glass J By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' n OR OR OR OR a,' - .075" Interlayer .075" Interloyer .075" Interlayer .075" Interloyer 3 Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' � `O 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS a � n SILICONE SILICONE SILICONE SILICONE W DOWSIL 795 W 1= DOWSIL 795 Z W DOWSIL 795 DOWSIL 795 o J u- C DOWSIL 983 i m DOWSIL 2400 z F. DOWSIL 983 DOWSIL 2400 -DOWSIL 983 z DOWSIL 2400 DOWSIL 983 i m DOWSIL 2400 ¢ I^ (HOT MELT) 107 II N g (HOT MELT) vmi (HOT MELT) g M7 u�y� (HOT MELT) 3 Ml N O t7 h N] it V N V II N V I II \� N / 1 II \ V I M yp II II II II II = Z vim 0O W10 E9 1 � O 11 w 10 s: w w M2 M2 M3 w M3 GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE `1i' GLASS TYPE '2i' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL LAM. GLASS u 4 0 mgo� GLAZING OPTIONS - `uu�5� N C N � CI n PRODUCT REVISED > S g d a m a o as complying with the Florida 11\I 1 1 1 lift Building Code f7i7 ��t1 NOA-No. 20-1208.07 ��� \101%........ ••• 5/16" & 3/B" AIR SPACE CONSISTING OF: Ex iratlon Date • 1/19/2022 ��' VCENSF SPACER: By: �' 1223 N NOTE: 'HELI LOW PROFILE ALUMINUM SPACER 'LINGERMANN �_ miam pade Produo,trol YC GLASS CAPACITIES ARE BY GMBH' AROUND THE PERIMETER OF THE GLASS. - DEC O 1 2O?� ��® '•.• BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION PERIMETER SEALANT: SILICONE ST 6y '.•.oR1oP..®�� drawing no. W1 6-86 DECLARATORY STATEMENT DCA05-DEC-219 DOWSIL91 �������NAL0 �`` GE sheet 3 of 11 "STREN'D. GLASS "STREN'D. GLASS 1jBy Interlayer Interlayer Glas Glas raray America, Inc.'uraray America, Inc.' 4" HEAT STREN'0. GLASS/4" HEAT STREN'D. GLASS SILICONE SILICONE DOWSIL 795 ?DOWSIL 795 JWIDER O�1/4 POINTS ON LITES W 1/4 POINTS ON LITES ER THAN 36" ONLYIDER THAN 36" ONLY GLASS TYPE '2A' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas SILICONE By 'Kuraray America, Inc.' SILICONE DOWSIL 791 DOWSIL 791 (1/8" X 1/4") 1/4" HS. GLASS (1/8" X 1/16") w SILICONE�,� m DOWSIL 795 m M1B �I iv MIB iv I (9 I I II U AT 1POINTS SIZES M4 ALL SIZES GLASS TYPE '2Ai' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' o: 3/16" HEAT STREN'D. GLASS a m SILICONE M1 DOWSIL 795 I I o: &I / II j M3 ) AT 1/4 POINTS ON LITES E70 WIDER THAN 36" ONLY GLASS TYPE 7/16" OVERALL LAM. GLASS /4" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB BY ,Kuraroy America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .-1/8" HS. GLASS 795 w 11I�/ �-O W AT 1/4 POINTS M4 ALL SIZES GLASS TYPE '4i' 7/8" OVERALL INSUL. LAM. GLASS MAXIMUM DESIGN LOADS FOR GLASS TYPE '4i NOT TO EXCEED ±80.0 PSF 6" HEAT STREN'D. GLASS 090" Interlayer Z m —SentryGlos By 'Kuraray America, Inc.' F W oZd 3/16" HEAT STREN'D. GLASS IL 1 SILICONE O IL N a d DOWSIL 795 C LL OGH� G1It, W,A aIrWM �a.aoap 0 a3w� OC-L,10 _ Q AT 1/4 POINTS ON LITES M3 W N Z Q WIDER THAN 36" ONLY J Z M J Q W in 3 0 3 a iO M ca .. x = Lu C/N a N M x Z w Cio w W Ito r 5/16" AIR SPACE CONSISTING OF, 0 SPACER: o13 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' g AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: o SILICONE DOWSIL 791 GE 2000 s 0 0 PRODUCT REVISED > 8 as complying with the Florida tt1111111 /o � c Building Code NOA-No. 20-1208.07 ��� ®,��'•••• �7i� _ Ex hatlon Date - By: No.81223 _ n Miam DEC ado vrodyueYC trol -�7 ; ; t} f - S ULb 0 202J ��®•., 7• � o 9 . ST E drawingno. TYPICAL ANCHORS 16Y m W SEE ELEV. WOOD BUCK I FOR SPACING EDGE a . c a .a e _ a \ • EDGFP DeST. z TYPICAL ANCHORS SEE ELEV. N < n • n- = FOR SPACING I g = m Z F q n J a � Qi.00` O o U M14 M16 OE74 M16 E1 O w �Nu M4 O t7 H m M5 M16 r O m � M74 a0.1 a a o9 E1 E7 I I I MS II �I � d3 N ' m O it N Q LLZyOPTLL M70 li II L TO I� II M6 SWEEP I�LATCH pO Q W m in II II 3 � II I m II II � II II a � = O J w W Z 3 jaij (/I N a n 00) 3 O n W WI 1� I' �� F- x Z��m M78I I 0 Z L` o OPTIONL TO w ' /.! M8 SPRINGA LATCH I W M ! -j -� WEEPHOLES: U W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END Mi6 c m Mg D O E2 I M5 I M72 E3 M76 2 2 ` M16 s N I PRODUCT REVISED as complying with the Florida 1111111/1/ > f m < m M9 Building Code NOA-No. 20-1208.07 ��� ®'•••-�� ��i m 14� t Ex hotlon Date• ` 40 C -j .. N \ f 'I 'EDGE DI s > Miam pado Produgt`C trol ! a < y W7 ° - & -° FOR WINDOWS WITHOUT RISER MAX. t1 �EL y n VV 1 �` 0 8 o 8 e n WI TYPICAL ANCHORS FOR WINDOWS WITHOUT -• TYPICAL ANCHOR6 i ° SEE ELEV. E15 SILL LIMIT - EXT.(+) LOADS TO 65.0 1BY PSF �Q •••. Sf/iiE t) !yam` i� ORIOA.•' ®�� drawing no. SEE ELEV. E15 SILL RISER LIMIT MAX. EXT.(+) LOADS TO 65.0 PSF FOR SPACING WOOD BUCK s'•.f° W16-86 n FOR SPACING EDGE DIST. W �� aa Fr__________ _______ll METAL II MIAMI-DADE COUNTY APPROVED II 'o STRUCTURE jl MULUON & MULUON ANCHORS Ij 3 EDGE DIST. I SEE SEPARATE NOA I Z F n Z m I I EDGE I DIST. 1 a Z N a 1N % O�id'1� TYPICAL ANCHORS TYPICAL ANCHORS O IL O p SEE ELEV. SEE ELEV. O el FOR SPACING FOR SPACING W Z O W6 2_ Q W a f F J m N � N 3 � Q N M Z v U1- WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' o J ,I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. v u~i it p�M m x Z3� o TYPICAL ANCHORS: SEE ELEV. FOR SPACING o 3 Z o 1 /4' DIA. ULTRACON+ BY 'DEWALT' (F-164 KSI, Fy=148 KSI) w Yn 0 v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w 1i20 f i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONIC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) U e 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) dg g INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 'm S S ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED o < m o as complying with the Florida `1111111111/j � � o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Building Code / (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PPJM'ED) NOA-No. 20-1208.07 ����®. //��i •o = Erz Imtlon Date• 1/19/2022 ��' V •'•. TYPICAL EDGE DISTANCE w iv By: - a 3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. Miam J1ade vroduet'C trol = e x INTO METAL STRUCTURE = 3/4" MIN. DEC O 1202 �� u ®'•,. drawing no. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. ��� •, �OR1OP : • �� CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. �� • ••••••®�%� W16-86 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. '�//�, IYAL OO REINFORCING © �tj ao Ml4Ml-DARE COUNTY E16 AS REOD. 1/ H MAX, SEE SAPPROVED ARATELUON NOA �o t/q^ MAX, VENT WIDTH SEE ELEVS. SHIMS SHIM a 3 M78 E4 M5, E6 E5 M16 MS E18 E4.1 TYPICAL ANCHORS __ S=Zzt' SEE ELEV. I- I Z h I FOR SPACING j l I I Q EW a. TYPICAL ANCHORS •, .Y� 1 I a 'S �^p p SEE ELEV. a FOR SPACING 14 On - - - - JL G II II - - - - V Dujd I---___ - = 5 M78 EXTERIOR E77 MS M17 TYPICAL ANCHORSSEE ELEV.METd ° a FOR SPACING STRUCTURE D.L. OPG. WOOD BUCKS WINDOW MOTH WINDOW WIDTH WINDOW WIDTH 3 I XO LAYOUT OX OPPOSITE � a z O O O O JJ� Off. J � 1/4 VENT WIDTH TYPICAL ANCHORS SHIM M7 M6 1 q. MAX SEE ELEV. N O m m REINFORCING M76 E4 MS E6 E5 M1fi M76 MB E16 AS REOD. SHIMS FOR SPACING 0 M SEE ELEVS. O 32 ` 1 /2" _ _ _ ,R 9/4" I� on Q � --_ =------_ 1 -- - ---- w W "" MW 1. m � v• � � ~ r o m� 0www M16 M5 Mts MS 6 EXTERIOR (E8 E17 1BY D.L. OPG. WOOD BUCKS WINDOW WIDTH 0 o = � TYPICAL ANCHORS as complying REVISEDh thFlorida / 0 c S c v o< m o 0 SEE ELEV. XOX LAYOUT Building Code 11t11 NOA-No. 20-1208.07 ��.. ......... •• FOR SPACING J sF •. Ex iralion Dale• 1/19/2022 By: No.81223 Mlam pade ProducrC trot = Tf DEC 0 12023 ®:, 9' drawin no. z 0 F�1 w E" k W O ALT. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA LTYPICAL ANCHORS I TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING m om 3 � a o � M Z v 3 Jw Q? J W of �V) a I /a MAX. SHIMS d- r\ m M TYPICAL ANCHORS I ALT.T' O = SEE ELEV. 8 FOR SPACING 21 Q yNj WM� TYPICAL ANCHORS SEE ELEV. FOR SPACINGL: WINDOW WIDTH - is r N O p ry PRODUCT REVISED •� o rn as complying with the Florida \\1111I I O < m FA 1 f Building Code \\\\\ llll'' c o I v v=i IN A -No. 20-1208.07 ��\ ®'.•• �� �o ' INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER I` ��'� a,�'� Ez iratlon Date• 1/19/2022 � SEE SHEETS 4 & 6 FOR WINDOW DETAILS w F BY: No�3 p a Mliam pade vroduet'C trol _ iT ' {� . i7 _ a E• Y DEC B 0 1 ZEiY) 01 / �? P �ll. •ik, drawing9 no. ° �i; FLORIDP.•' se W16-86 EDGE DIST. ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. . _ O O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 410 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" MAX. GAP 1/2" MIN, Q ALT. TYPICAL ANCHORS SEE ELEV.— FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. EXTERIOR WIDTH y�U Z qn OZ " IL N v `' �&a"M o gtny�� 1 -1Vit 9 8 m y-11 Q W 9f F a PRODUCT REVISED > as complying with the Florida �11111111I��� < m Building Code `��� NOA-No. 20-1208.07 �� ®y�. •••• INSTALLATION DETAILS WITH FIN FRAME ADAPTER ex Iratlon Date 1/19/2022 SEE SHEETS 4 & 6 FOR WINDOW DETAILS 1�= n i a BY: Na. 3 Miam pade Produe,YC trol DEC 0 1202) ��®'• 7 Q/ drawing no. W16-86 11 ITEM f PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL104 I FRAME HEAD 6063-T6 - E2 ES-EL201 1 FRAME SILL 6063-T6 - E3 ES-EL202 i SILL TRACK 6063-T6 - E4 ES-EL102 2 FRAME JAMB (OPERATING) 6063-TG - E4.1 ES-EL101A 2 FRAME JAMB (FIXED) 6063-T6 - E5 ES-EL105 1 INTERLOCK STILE 6063-T6 - E6 ES-EL106 1 JAMB STILE 6063-T6 - E7 ES-EL107 2 VENT TOP & BOTTOM RAIL 6063-T6 - E8 ES-EL108A i FIXED MTG. STILE 6063-T6 - E9 ES-EL109 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - EtO ES-EL110 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - E10A ES-EL123 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - Ett ES-ELl 11 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - E11A ES-ELl16 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - E12 ES-EL112 AS READ. FLUSH FRAME ADAPTER 6063-T6 E13 ES-ELI IS AS READ. FLUSH FRAME ADAPTER WITH FIN 6063-T5 - E14 ES-ELl 14 AS READ. HEAD SCREW COVER 6063-T6 - E15 ES-2011 AS REDD. SILL RISER 6063-76 E16 ES-EL220 AS READ. INTERLOCK STILE STIFFENER 6005-T5 - E17 ES-EL221 AS REDD. FIX. MTG. STILE STIFFENER 6005-75 - E18 ES-ELl 13A AS READ. JAMB SCREW COVER 6063-T6 - M1 ES-5008A AS REDD. GLAZING BEAD BULB SILICONE DUROMETER 60±5 SHORE A MIA EL100-G02 AS REDD. EXTERIOR LEAF GASKET SILICONE DUROMETER 60±5 SHORE A MIS ES-H-340-005 AS READ. EXTERIOR WEDGE GASKET SILICONE DUROMETER 6535 SHORE A M2 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A M3 EL1OO-BOI 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A M4 EL100-301 AS READ, VENT STOP RIGID PVC - M5 W2321I NG AS READ. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE - M6 SK08-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES-1012 2/ LATCH LATCH SPRING ST. STEEL - M8 SL302-XX 2/ VENT SWEEP LATCH DIE CAST ALUM - M9 WA21. 2 WEEP HOLE COVER RIGID PVC M10 ES-1000-P11, - LEFT NOTCH CAP NYLON - M11 ES-1000-PlR - RIGHT NOTCH CAP NYLON - M12 WPSA-N1 2 3/4" X 3/4" RETIC FOAM PAD FOAM - M13 TAR-16019P-A 2 ROLLER POLYAMIDE & ACETAL - M14 TAR-16019P 2 ROLLER HOUSING POLYAMIDE - M15 #8 X 1" - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS M16 /8 X 1" - FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M17 #8 X 3" - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS MIS #8 X 3/4" - SWEEP LATCH FASTENERS ST. STEEL FH SMS M20 #14 X 3/4" - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1208.07 Epp iratlon Daee• 1/19/2022 By: Miam pade Produe,t'C trol DEC 0 1101J ��:'VGEN3�c'••, � No. 81223 O q p• h yHW1 O G' m 0gaW O°¢r,M8 paape OyNrc$ O aWz IL z c f pop Szma QwaNif 3 0 gll � r7 a o c� U J ryj Q J W K I- NNaN N 0 M ;; x Z 3 e I in N Q J w La pNrp r drawing no. W16-86 �2.917-7 .082 .633r .579�--^j 519 .135 .057 �V 1 050 1.373 T,P .625 .625 .625 .625 ,625 .050 .974 y .974 �_ .062 .974 y_ •062 ,974 Z 2.187 062 1,295 2.347 2.812 iYP. 1.187 .202 .202 .202.202 a 0 E9 E70 E10A Ei1 E11A O W N � GLAZING BEADS CF 2.148 O(7Nn 1.187 1.187 1.163b 1.122 O O '1 E6 JAMB STILE Q a SO E7 FRAME HEAD .68�3 1.308 '1887.025 ca y N Q 1.491 Z 1.938 .062 � 1.078 078 � 2 N �• 1.1671 050 �i .706 - O i TYP. J z M a 0 1.260-�1 Q w m E •i62 E76 INTERLOCK STILE STIFFENER (M6 SPRING LOADED LATCH r, .062 1'187 1.474 VENT TOP/BOTTOM RAIL g 1YP - m .513 3 'n o 3.3102.685 2.000 3 313 m 1 ,740 A40 1.233 ,125 E5 INTERLOCK STILE I fl U 71 .826 J W F�-2.917 2.049� �I .277 H (E1i FIX. MTG. STILE STIFFENER rn E2 FRAME SILL :E18; JAMB SCREW COVER N M .165 _ 0 M n 1.407 1.187 7 .040 �Z 3 m .068 0 3 Z w o T ° 1.387308 w (n .. L M7 312 P' 2.500 � ��I 7.374 .625 2.000 .250 -----��-111 .046 E14 HEAD SCREW COVER - rj O G G E3 SILL TRACK E8 FIXED MTG. STILE ��2.857 �{ L `E' '�" 045 E15 SILL RISER o € w a; - c 2.814 .500 RA 25 2.313 .719 2,780 .062 Et2 FLUSH FRAME ADAPTER ° N r 0 0- TYP. PRODUCT REVISED o _ $ 1.428 as complying with the Florida 11t111111t� d °c < m o 2.917 3.141 2.917 .062 2.987 NOA Building 20-1208.07 �����..iie m _ .063 Ex Iratlon oats• 1/19/2022 050 1.500 w 'P. 1.187 I BY _ No. 81223 I - I JI_ miam pads Produet'C trol -�I '500 .875�25 DEC•1 q 639 I .045 UGC 0 1 Yf '' %�®O� : •�/� drawings no. 7.562 I�z.7ao� '.�Se'•.!°[orao�;.•� �®�� W16-86 Ea FRAME JAMB (OPERATING) E4. FRAME JAMB (FIXED) E13 i®�j�L1�`` sheet lUof 11 FLUSH FRAME ADAPTER WITH FIN p a 0. 0fO`� U {V nXI I ' / CIO>M 0 0 yyyC �o Q�u�LLry LL Z U) �m , Q wOmif � FLUSH FRAME ADAPTER CORNER J O N FRAME TOP CORNER 3 a0 VENT TOP & BOTTOM CORNER D 3 a co 0 J Cj JUj NN d u p O an M 0 `tM m O � 3 Z 11 oo ' W � v 1 / Q / � W�'1f r 0 ��33 A / / e o 0 0 it FIN FRAME ADAPTER CORNER „ = N o a PRODUCT REVISED > S / as complying with the Florida �ll 111/0 < m o 0 Building Code `�"Nxtt1 j1" NOA-No. 204208.07 �� ��, ..•. 4� Ex irallon Dale• 1/19/2022 �� ��^' tSC�BR••• % m •1 _o BY No. BM23 H 1 miam pade Produet'C trot — i Si 6P a U S DEC 0 120', _ �Q•'•.• TE ' af, drawing no. 11 FRAME BOTTOM CORNER "� ,'�' •.!�tornol •'��.�� W16-86 FIX" MTG. RAIL CORNER