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Product Approval
4 • MIAMI•DADE COPY A ��1� MIAMI-DARE 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 (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "�S Z ww.miamidade. ov/buildina CGI Windows and Doors,Inc. 3780 W 104'Street CODE COMPLIANCE Hialeah,FL 33018 ST. L CIE OO TY SCOPE: �Z�j� This NOA is being issued under the applicable rules and g tr�6ve ufg 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"Sentinel 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.SH110-LM-NOA,titled"Series 110 Alum.Single Hung Window (LM)", sheets I through 9 of 9, dated 07/02/20, with revision A dated 07/07/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 ofthis 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 and renews NOA# 17-1018.08 and consists.of this page I and evidence pages E-1,E-2, E-3,E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0722.09 MIAM11•DADE COUNTY Expiration Date: September 22,2025 Approval Date: September 10,2020 y9h/20 Page 1 CGI Windows and Doors,Inc. 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.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.17-1018.08) 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 a series 7500 PVC fixed window; to qualify DuPont"Butacite"PVB interlayer,Duraseal© and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0512.09) 2. 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 a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0512.09) 3. 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 a series 23 S aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0512.09) Manuel Perez,P.E Product Control Ex;*muver NOA No.20 0722.09 Expiration Date: September 2 Approval Date: September 10,2020 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)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 a series"Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory,LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6en Edition (2017), dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-1018.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White)Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol0 Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, 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. Manuel Perez, Product Control Ex "r NO No.20 0722.09'. Expiration Date: September. ;242 Approval Date: September 10,2020 E-2 CGI Windows and Doors,Inc. NOTICK OF ACCEPTANCE: EVIDENCE SUBMITTED _1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.17-1018.08) 2. Laboratory compliance letter for Test Report No. HTIr0080-0101-10, issued by Hurricane Test Laboratory,LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. (Submitted under NOA No.15-0512.10) G. OTHERS 1. Notice of Acceptance No. 15-0512.10,issued to CGI Windows&Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel Perei,P:E's:41- Product Control EC2, r'' NOA No.202.09 Expiration Date: September Approval Date: September 10,2020 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No SH110-LM-NOA,titled"Series 110 Alum Single Hung Window(LM)", sheets 1 through 9 of 9, dated 07/02/20, with revision A dated 07/07/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 6)Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. CGI Windows and Doors,Inc.,representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal 919-1155TP, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: PGT Industries,Inc.test specimens: FT1,7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega,P.E. CGI Windows and Doors Inc. test specimens: FTIr20-2108.1, CGI SH360 Aluminum Single Hung Window'(unit 1 in proposal), FTIr20-2108.2, CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal) FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window(unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window(unit 5 in proposal) all dated 08/24/20 and signed and sealed by Idalmis Ortega,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71n Edition (2020), dated 07/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. Manuel erez,P.E Product Control Ex er NOA No.2 0722.091.1. Expiration Date: September, 2 Approval Date: September I ,2020 E-4 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) 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. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. 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, complying with FBC 61 Edition (2017) and the FBC 711 Edition (2020), dated July 16, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated July 16,2020;issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated July 16, 2020, signed and sealed by Anthony Lynn Miller,P.E. 5. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 17-1018.08, issued to CGI Windows &Doors for their Series "Sentinel 110"Aluminum Single Hung Window-L.M.I., approved on 12/21/17 and expiring on 09/22/20. Manuel Perez,P:E:.. .. Product Control Ex ' r -` NOA No.20'.0722.09 Expiration Date: September. . .2 Approval Date: September 10,2020 E-5 53 7 B" 52 1 8" 52 1 8' FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16" 47 7/1V 47 7/16- D.LO. (FIX. I ME) FALSE MUNTINS D.L.O. (FIX.LITE) FALSE MUNTINS D.L.O. (FIX. LITE) 20 9/16' (SURFACE APPLIED) 20 9/16' (SURFACE APPLIED) 20 9/16- 6"MAX. MAX. ** PTIONAL 5 1/2'MAX. ", ** OPTIONAL 5 1/2-MAX. MAX, ** HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SIU. CORNERS A CORNERS Al CORNERS PRODUCT REVISED ^ II II as complying with the Florida II II II II S II 11 Buildin Code II /, II u� \ 2 II 11 NOA-No. 20-0722.09 =_Z Iratlon Date- 6 9122/2025 J II II J 11 11 J II ❑ o O Miam pade ProduwC,'trot o u u c u u c u u g n a B n n B n n � w � �x �x �x REVISED FOR 2020 FBI, n� n Y r y GADDED ANCHOR TYPE, n n u u u BACKBEDDING& at to / n D %� u R %/ 9 s~ a %� R a REFORMATTED-JR- m 07/07/20 11 •/ II n s ro Z 11 •/ IIjI M ; ----- -- — ----- iV _ O -----4-- —tf----- nt�i M G — ---Ff=— ----- .. " ..3 E1 II II ro 5 ro J 11 — — =11---- \ m o SS N X C ii ii �1C1 ri o C If 11 N m T. 1, n U q U '^aa m m X N Z o1D0 coz 4� mw FALSE MUNTINS m za Z 47 7/16' 0 47 7/16" N (SURFACE APPLIED) 47 7/16' iv 12 y^ o LU Z M D.L.O. (VENT) fO D.L.O. (VENT) OPTIONAL D.L.O. (VENT) d O FE 50 1/4" 50 1/4- to 501/4- p z"`io a O G VENT'WIDTH VENT WIDTH VENT WIDTH w o 2. � Z ^ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME � 0 DMG adz z rn = LL H Z O SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW co Ta°45 LARGE & SMALL MISSILE (LM & SM) to °o<L¢m =3 z 3 C1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. to E 3 o O N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER $ �' F' MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN �c*CENTER ANCHOR REQUIRED WHEN MULLION w ' PRESSURE FROM WINDOWS OR MUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. SPACING EXCEEDS 20 9/16" in_mngo OC U1 = THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)AND 2020 (7TH O"_ ,LU w .,s,G sL,S EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). LAMINATED GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED INSULATING LAM. GLASS `\,k1I1IilTT/,� PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT �. NY LYNN/,��'^., ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED LARGE MISSILE IMPACT �`��`�`.•''�,�cerJs '••�l�,'; EMBEDMENT TO BASED MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. No.58705 �; '•� ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. u /; ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 7/ATE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL •'•.FCGRIOP..•' \?` 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 ' i"Ij NAL PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE, ETC. E CONDITIONS NOT SHOWN.IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL A.LYNN MILLER,P.E P. MILL I EQUAL LITES eBiDOWS UNEQUAL L17B8 pIIiDOAS WIDTH DESIGN WAD CAPACITY-PSP DESIGN LOAD C&PACTIY-M ]MANGE BEAM. BUCK DBE. GUM 4YPE8'A'@'Al'GZA8.9 TYPE VA.-BI' PLANGE DIPS. BUCK DDIB. MALTOP LTTE MAW TYPES TWAL'GLW TYPES'V301' WIDTH HEIGHT WIDTH Hmw w.(+) INr.(-) EXr.(+) Mr.(-) WIGTH FMGHT WIDTH HEIGHT 'A'DIM. EYT.(+) NQ-) Qfr.(+) INT.(-) 19-1/8' 15-1/6' 75.0 75.0 80.0 85.0 53-1/8' 76' 52-1/e' 75' 36-1/4• 75.0 75.0 60.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85L 4V 79 48' 78• 39-1/$' 75.0 75.0 80.0 88.0 37' 26' 36' 25' 75.0 75.0 80.0 BS.D 26-1/2' 25-1/2' 70-5/e' 75.0 75.0 80.0 854 49' 48• 75.0 75.0 80.0 85.0 31' - 30' 63-5/8• 75.0 75.0 80.0 85.0 PRODUCT REVISED 53-1/8' 52-1/8' 75.0 75.0 80.0 8s.0 33' 85' 32' B4' 80' 75.0 7A0 80.0 a5.0 j z p Building code j as Complying with the Florida `s 19-1/B' 18-1/8• 75.0 75.0 B0.0 05.0 11.. 38' s3-1/2' 75.0 7" Bolo 85.0 w NOA-No. 20-0722.09 2s-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43 4Y 45-1/4' 78.0 75.0 INN, 85.0 Expiration Bate• 9/22/2028 37' 38-3/6• sw 37-3/1 75.0 75.0 80.0 65.0 'c.. 49' 48' 75.0 75.0 83.0 85.0 Bir 53-1/8' 52-1/8• 75.0 75A 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) Mlam 4ade Produrtit'C rol 18 19-1/8' -1/8' 7s.0 75.0 80.0 85.0 26-1/2' 25-1/2' 754 75.0 80.0 B54 V. S0-5/B' 36' 49-5/8' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 •a 53-1/0' 52-11V 75.0 75.0 80.0 85.0 O � 19-1/8' 18-1/6' 75.0 75.0 80.0 BSA 26-1/2' 25-1/2' 75.0 75.0 80.0 Bs.O 37' 63' 36' 62' 75.0 75.0 Bolo 6s.0 49' 48' 75.0 75.0 BO.o BSA N Y G B3-1/8' 52-1/8' 75.0 79.0 80.0 85.0 o y naa 19-1/B' 18 -1/8 ' 75.0 75.0 80.0 65.o ay C O 26-t/2' 25-1/2' 75.0 75.0 80.0 B5.0 N O a 37' 76' 36, 75' 76.0 75.0 B0.0 8.9.0 M> ata0 w Z 49' 48' 75.0 75.0 80.0 a5.o X•Typ' K"Tn'• ¢ z R z Z BUCK DIMS ZZ 53-1/8' 52-1/8' 75.0 75.0 80.0 B5.0 J n Or 19-1/8' - 18-t/6• 76.0 75.0 80.0 85.0 o d o g ?g 26-1/2 25-1/2' 75.0 75.0 80.0 Bs.o m Z LL$ u,xa0 co 37' �• 36' �• 75.0 75.0 80.0 85.0 W U V o Z 46-1/Y 45-1/2' 75.0 75.0 80.0 .00 FLANGE FRAME w z a (D 9Mo WIDTH FLANGE DIMS a z m 2 m BUCK DIMS d y i O O 0 0 in g o wtaa4S m tr3€oW 7 w EQUAL LEG FRAME �Lj o m S ¢ ¢ r a2 �o o O Z `U' BUCK DIMS ®�o ,� 05 W U M 5! co O fA aGll •asap sauag -Er EQUAL LITESL FIN FRAME "IIIIli1�i -I LYA1,v BUCK DIMS .� No.58705 - I FLANGE ADAPTOR FRAME <' .. �� TE F ;' Ij NOTE FLANGE DIMS :�s .,ORIDP,.•' \_� GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM S/ NG�� E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION UNEQUAL LITES (ORIEL TYPE) ''i// AL`E, 1���� DECLARATORY STATEMENT DCA05-DEC-219. A.L1l<ShwILLER,P.E, P.E.#58705 .075"Saflex CP With PET Core .075"Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090'Saflex Clear And Color Glass °� 090"Saflex Clear And Color Glass By'Eastman Chemical Co.' g BY'Eastman Chemical Co.' a: 090"SentryGlos® a 090"SentryGlcs® PRODUCT REVISED By'Kuroroy Americo, Inc.' " By'Kuroroy America, Inc.' as complying with the Florlda 1/B'ANNEALED GLASS 090"Trosifol PVB 1 B"HEAT STREN'D GLA .090"Trosifol PVB Building Code By'Kuroroy Ameico, Inc.' / By'Kuroroy Ameica,Inc.' NOA-No. 20.0722.09 1/8'ANNEALED GLASS _ 'ration Date: 9/22/2025 1/8"HEAT STREN'D GLASS GZ♦ JS By: G' SILICONE, R SILICONE, M e made Product'C trol z 00 GE 1200 z m GE 1200 to DOW CORNING 791, DOW CORNING 791, ADDED BACFCBEDDING 899,983&995 ° 899, 983&995 Mt \ Mt TYPES-JR-07/OT20 a` a 0 0 a ES /r N Y Q 1 t o � •nay GLASS TYPE 'A' GLASS TYPE V w o 0 5/16"OVERALL LAM.GLASS 5/16"OVERALL LAM.GLASS = Q (L.M.I & S.M.I.) (L.M.I & S.M.I. z ) w O m 03 zu . O uM°4 fA .075'Saflex CP With PET Core .075"Saflex CP With PEr Core w=ui w KV Um C z B 'Eastman Chemical Co.' °N y By'Eastman Chemical Co.' w o�� O 'Jm0 1/8'ANNEALED GLASS z .090".Saflex Clear And Color Glass 1/8"HEAT STREN'D GLASS ryNp�,; 090"Saflex Clear.And Color Gloss a 1 zm.. z g By 'Eastman Chemical Co.' S By'Eastman Chemical Co.' _ m LL LU 1/4"AIR SPACE o: .090"SentryGlast9 1/4'AIR SPACE 090"SentryGiasO i O " By 'Kuroroy America, Inc.' By'Kuraray America, Inc.' z Z e� 1/8"ANNEALED 090'Trosifol PVB 1/8'HEAT STREN'D 090'Trosifol PVB w c W¢ y laays OR TEMPERED-GLASS By 'Kuraray Ameica,Inc.' OR TEMPERED• GLASS By 'Kuroroy Ameica, Inc.' 'y°a m a W 1/8"ANNEALED GLASS 1/6' HEAT STRQJ'D GLASS y q �^ ¢ F- �r SILICONE, SILICONE- o S o D. z O r_n z m GE 1200 i m GE 1200 z W US N NN DOW CORNING 791, rn DOW CORNING 791, ®Q$ ��° w _ NS Mi 899, 983&995 M1 899, 983& 995 w V. N f.•J U n 2... \ \ a0q asap sauag XL EDGE SPACER XL EDGE SPACER STT..STEEL BY'CARDINAL' a STT..STEEL BY'CARDINAL' \`,`itl l'rrrrrty7/ O OR OR RASEAL BY'OUANIX' W RASEAL BY'OUANIX' `\ ,�QN�G NSF @\d1 SUPER SPACER BY'OUANDC' 1 SUPER SPACER BY'OUANEX' F� No.58705 GLASS TYPE 'Al' GLASS TYPE 'HS' _ 0.7V OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAM.GLASS _-9 - (L.M.I & S.M.I.) (L.M.I & S.M.I.) ;��'. 7�6 ? �.:��` "�''• `2 /0NAL ArL11NN MILSI��P.E FOR INSULATED GLASS INSTALLATIONS ABOVE 31Y IN THE HVHZ. OR FOR SAFELY GLAZING APPLICATIONS PER THE FBC,THE OUTBOARD LITE(CAP) MUST BE TEMPERED. P.Et158705 TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING FLANGE & FLANGE ADAPTOR FRAME WOOD BUCK v,;a. •::a + . .a n: :. ,..d.+K-A 4OIST., SSTRRUCTURE • .i a N EDGE TYPICAL ANCHORS SEE ELEV. F--- '--------� DIST• FOR SPACING m j I MIAMI-DADE COUNTY APPROVEDEDGE- 9 1 j j o DST, 11 ED SEE SEPARA EU NOOAN ANCHORS 1 i O 1 II—EDGE—A PRODUCT REVISED DIST. 1 as camplying with the Florida EB I 1 -- _--u J BulIding Code --'-- - NOA-No. 20-0722.09 M2 IragPn Date• 912212025 S5 .v N - By; WYV✓ TYPICAL ANCHORS TYPICAL ANCHORS Mlam made ProducVC, trol SEE ELEV. SEE ELEV. a M9 FOR SPACING FOR SPACING ADDEDANCHORTYPE 0 J 2 3/1 1 - -JR-07/07120 � TYPICAL ANCAORS: SEE ELEV. FOR SPACING d. 1/4' DIA. TAPCON BY 'ITW' (Fu-125 KSI, Fy-100 KSI) "\� -��� 14" DIA ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) SWE1 OPTIIONALOTO 2 3/� a'MIN. 1/4" DIA. ULTRACON+ BY 'DEWALT'(Fu=1 s4 KSI,Fy=14e KSI) N �c a FB AT SILL LL SS LOCK 1� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o '.8 1-3/8" MIN, PENETRATION INTO WOOD a: o \ --`-- o THRU 1 BY BUCKS INTO CONC. OR BLOCKS N� 1 ala° 0 z 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) is z co 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) >� -FO LU E4 d WHEN USED THE MIN. WOOD BUCK DIRECTLY INTO CONCRETE OR BLOCKS }0 9. DEPTH SHALL BE 2 ". THE USE OF 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o=LL C, `aO ! DEEPER OR BEVELED WOODBUCKS IS w ui� w z ! 1 PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) °"� W z ! o 414 SMS OR SELF DRILLING REW¢ (Fu-74 KSI,Fy-57 KSI) w j 4 (7 9ma ! INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO n o z o% ! METAL STRUCTURES (HEAD/SILL/JAMBS) = U. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE �+ z LU O WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. m o & z ALUMINUM • 1 8"THK. MIN. 6063-T5 MIN. o o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM / ( ) �1 O °I 1'a45 '- STEEL 1/B"7HK. MIN. (Fy = 36 KSI MIN. h ot1 n y t AND TRANSFER THEM TO THE BUILDING STRUCTURE. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z 3 a w ¢ z a TYPICAL EDGE DISTAN E J o z LU INTO CONCRETE AND MASONRY 2-1/2" MIN. °0� 4 COz W Sa ': t INTO WOOD STRUCTURE = 1" MIN. o i- W 23 INTO METAL STRUCTURE = 3/4" MIN. O m e m t1 ES 'aB!1 41 saua5 - WOOD AT HEAD, SILL OR JAMBS SG=0.55 MIN. ! CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. M9 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. y LYI © 14 '��O`VICENSe / el - NO-5870S YY r� _ ••.4 ,^ .a.. l GE DIST.— %�0• ST TE�F :••GJtu ED Q EDGE !�• 'v \ j >.9 TYPICAL ANCHORS (C`�'.F<ORIO.`.•'G�=� DIST. TYPICAL ANCHORS e. •" SEE ELEV. .v• 1BY 1 SEE ELEV. FOR SPACING } WOOD BUCK FOR SPACING A LYNN MILLER,P.E P.E.#58705 1/4' BACK�DTM SHIM '/ FLANGE & FLANGE ADAPTOR FRAME S.SHIMS O 1 1 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. S6 S5 SEE ELEV. FOR SPACING t =[F MB FOR SPACING o.> FLANGE ADAPTOR FRAME :. ' PRODUCT REVISED as comp)ying With the Florida METAL Y, Building Code STRUCTURE N N.A-No. 20-0722.09 EDGE DIST. IretIon Date• 9/22/2025 •i • 1 By. �vYLY.6L! py EDGE DIST. O Mlam made PraducYCo trot A EXTERIOR :WOOD 13 ' D.L.OPG. 'Av E7 9` O i a 0 M 1/4'MAX. BUCK WIDTH 1/4'MAX. ! Q SHIMS SH61S •naa TYPICAL ANCHORS I ;-z: O TYPICAL ANCHORS O SEE ELEV. W j N 0 Q FOR EE SPACING v FOR SPACING ��U slop Off, Z ! ZQ Z Z .♦ diu p� ~ U m Z WOOD BU DIISST. O R°z v 'oN ' > R w o> CI OMO EDGE L-ml WOOD STRUCTUR az°iDIST. w LL u=1 rn 1BY,:�l y ci J O WOOD BUCKS• 1 o ? C7to 7 M o r v Z 0 W Cc, fn Jaa4S J Z — a o UJ MWdI DADE COUNTY w APPROVED MULLION INTALLATION DETAILS SHOWN ON PAGES 4 E i w &MULLION ANCHORS 1/2'7YP. $ O o SEE SEPARATE NOA O AND 5 APPLY TO BOTH FLANGE FRAME z 3 w z BUCK WIDTH BUCK WIDTH AND FLANGE ADAPTOR FRAMES. O 3$ w S x UmS.R. y LL � apl •�saO saua5 _, J `VVVVV 11II11111, l i EDGEI l �`�����N4 YiS� I I 41 No.58705 �r 1 I Q SYr,TEG F L __j 1 E3 fi��'..FLOR101'.•''G1=� S ;orva�I a14 X 1'FH. SMS. A.LYNN MILLER,P.E.P.E458705 TYPICAL ANCHORS FEE ELF. EQUAL LEG FRAME 1BY FOR SPACING METAL WOOD BUCK STRUCTURE - SOGE';GIST. mo . ; a'd .Q a• .. .v EDGE TYPICAL ANCHORS e a • G a. �a d d i DISI: SEE ELEV. -------------------- _ r-------------------� ' FOR SPACING m� 1 1 Ir I MWt11-DADE COUNTY APPROVED I �I o pE I MUWON&MULLION ANCHORS I f EDGE go N I SEE SEPARATE NOA I I DIST. 1 I EDGE I a 1 GIST. 1 M3. z Et ..ti _____ 1 -_ ----- PRODUCT REVISED as complying with the Florida E8 Building Code i i NOA-No. 20.0722.09 Mz N Italian Date• 9/22/2025 I G TYPICAL ANCHORS TYPICAL ANCHORS j SS SEE ELEV. .SEE ELEV. By: . ,I TYPICAL ANCHORS FOR SPACING MIAMI-DARE COUNTY FOR SPACING 611am- ode ProducYCo trol SEE ELEV. FOR SPACING APPROVED MULLION ci M9 &MULLION ANCHORS o f I t/4-MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA J SHINS p--.- 13UCK WIDTH o c , D1 •'•° F�----I SWEEP LOCK •• I I I OPRDNAL TO j j N Y Q EGRESS LOCK I I cv To AT SILL '^a8 I I 0 1 I Z N a1v0 O O F5 !d3 w 1 1 ➢ z d z TA Z —IL—Al EDGE �' I I O c, 0 LU E4 o DIST. !r: L __J <p N Y 0 Z u .1 FT Z umw0 to Sx =4j I 7 I I E3 ® �J74 Xt•FH.sMS. Z S aN w o> S(7 �rnG i LL rn p_ h d .w.l 0 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY M o ui Z m a Ho cc 0 — y O o INTO WOOD, CONCRETE OR METAL STRUCTURES w 00 taays 0 o WffHOUT THE NEED OF A WOOD BUCK. w g o ¢ J t 2 3/8•MIN. E 3 p LL us CO O S4 ' t i uzal W 7 0 '�oJn w C7 2 t i 2 n� `��` w to EB .Y� -__� a � •' 8 all'1 rosep sagas j 2 3/8•MIN. t `�. ".•, •• �'I8 • TYPICAL 1 T FOR SPACING E2 �� ,�, _ No.58705Of WHEN USED THE MIN. WOOD BUCK b yuk ZDEPTH SHALL BE 2�¢ THE USE OF 0�' 'r ,•'��/: E6ce w DEEPER OR BEVELED WOODBUCKS IS ;, '•. LORIDP.• C'\`� tDIST. ^ , ' i SEEEE,�I ,AFOR N HORs � PERMITTED. �''SS�OPJAL�.1`�` W006 BUCK A.LYNN MILLER,P.E P.E.#58705 TYPICAL.ANCHORS ILLUSTRATIVE DTIS. ONLY SEE ELEV. FIN FRAME EXT.OR INi•. FINISHES FOR SPACING NOT BY CGI Z gg HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOT BY CGI #8 SMS (Fu-74 KS),Fy=57 KSI) O Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES PRODUCT REVISED as complying with the Florida E8 I ---- BACKSED 1-1/4` MIN. PENETRATION INTO.WOOD NBuilding UA-No code 20-0722.08 CAULKING M2 Exi'rat' Dote• 9/22/2025 SS By: Mlam pade Produc CM troll c5 MB a O C C SWEEP LOCK 1 OPTIONAL TO - N Q EGRESS LOCK ® AT SILL lo`` ?� •nay ui o y O WOOD STRUCTURE 1 4'MAX. = is alo0 O z _ NOT BY CGI / BUCK HEIGHT 1/� Z Z B GAP z o zo z n E4 1/2'MIN. 1/2'MIN. �>,N F: -UI a c I j mZ'. 0S ...a O 1 to � Z U� K Zz 1 O a� ^ S m W n�.- z aG i D2 m�zq rn i rs S LL BACKBED W • = 0 CAULKING z "� O r tea o r 2 t _ t y 47 fA la ay C) 5 o� j w 1 V4 N p.1Qom - Z LIN , Z 2 w o 0 LU o W HOUSE WRAP E8 NOT BY CGI v ails 'asa0 sava5 i E3 E8 EXTERIOR `�tlltulll,,� M9 D.L.OPO. �\ l;:Y LYNIV � ����10ENg•!r1/( �1 BACKBED CAULKING No.58705 E2 _ .n HOUSE WRAP �} (l��ar7 :'• NOT BY CGI z �g g �l7^ �AT OF IS,/ I lrva� EI TYPICAL ANCHORS 11 SEE ELEV. A.LYNN MILLER,P.E. FOR SPACING P.E.958705 rrEM PART 0 QUANT= DESCRIPTION MATERIAL MANP./SO"LWR/RM1&R1l3 E7 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 5063-T6 - E3 CGI-102 2 FRAME JAMB 6063-TB - E4 CGI-103 1'- MEETING RAIL 6063-T6 E5 CGI-104 1 LOCK RAIL - 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-TS - E7 CGI-106 2 SASH RAIL 6063-T6 - PRODUCT REVISED ES CGI-107 AS READ. 5/16`GLAZING BEAD as complying with the Florida 6063-T5 - Building code E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-TS - NOA-No. 20-0722.09 El0 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6O63-T6 - Iratlan Date• 9/22/2025 E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - By G� _. E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - Mlam made ProducXCo trai E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 COI-382V AS REQD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. rc M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM.3'LONG AT ANCHOR LOCATIONS PVC - M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. - M10 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. INY M11 W23201NG AS REQD. PILE WITH CENTER FINWOOL ULTRAFAB OR EQUN. C4 v] 'M12 CGI-129 1/WDW. EGRESS LACK ALUM. SULLIVAN _U M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M m m o O m slop O ¢ µV�I � � M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. O �2 MI5 CGI-133 4/WDW. SASH GVIOE(SPIRAL BALANCE) 2;NYLON M&M i 0 z € W N M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M '' ry 0 d M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. m Z A rn uti.o 0 N M18 CGI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. M19 - 2/LrTE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A <0 2 v w Z cN M20 OGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M w o 9 9M0 M21 - 2/WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. a i m j M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN = ILL M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. y z 0 S2 - 2 OR 3/CORNER 10 X 1 1/4'I.G. PHL PH.SMS, ST/ST.ASSEMBLY SCREW - - w o t N 9 1aa4S S4 - 4/WOW. 8 X 1/2'PH.SMS,ST/ST BALANCE BRACKET SCREW S5 - 2 WDW. #8 X 1'LG. FH.SMS. ST ST.SPIRAL B.ASSEMBLY Z S6 - 2/LOCK 6 X 1 2`I.C.FH, SMS.O CGI-133 &CAM LOCK - - �+0 ^ UJ ae: o Lu LL m 0 z o 0 0 W m = Um h (A Ly - aA1 'asap sauaS No.58705 I VAL111111 L�\G`: A.LYNN MILLER,P.E. P.E*58705 2505 2.505 .065 S2 52 O85T 1.550 1.745 .8t 1 .811 1.680 .745 0 7.245 T- TYP ,745 065 TYP. / t 1.015 1.015 PRODUCT REVISED E72 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER as com lldln Code 9lying with the Florida Du NOA-No. 20-0722.09 -1.583 7.583 y 1.007 ration Date• 9/22/2025 Dy 6G1 .745 I Mlam made ProducrCo trol O65 065 -rYp• TYR O65 2.113 TYP. 3.175 015 1.368 5 c 3.67 3.175 1. 1449 1429 VENT TOP CORNER r.o6s t.220 1.00D F t.500 o N YYn a soo 2.e0s--I E4 MEETING RAIL FRAME TOP CORNER 5 'AOa 0 2505 � N 1.220 �u °°p 0 O Et4 FLANGE FRAME SILL O FLUSH FRAME SILL z 1[ N z z Z z z .500 1.301 1.301 1.Eli d°o ~ III Lu 1.768 52 m Z LL 12 00 uww O65 ���`a ul z p F. 065 .065 065 TYR �u Z^ .aN TYP. 1yp• I 0•o C7 9Mp 2.440 �7 1.015 1� 2.440 i o.�z j = rn 1.015 8 LOCK RAIL I w 0 1.015 FRAME BOTTOM CORNER `c `o z C) Oi VENT BOTTOM CORNER y o rg; pz-1 laayg .745 .745 2.195 W.a2J= F�---2846 2.346 ¢$ zz--oo z � o � ¢ � E13 FLANGE FRAME JAMB O FLUSH FRAME JAMB E 3 O w 1�-ir�•�1�f 1.892 0$LL,�• 1p W y .490 .1201 r- 1.043 065 TYP. i 0 J N w tXFL i• UnSn fn N .705 .050 1Yp, .705 050 TYP. °lit 'ascp sauag L_ • 1.015 I s2 1111uu11,4 .864 .864 E6 HAND RAILEtlg����(//�� O 5/16" GLAZING BEAD O .700" GLAZING BEAD No 56105 :c- 1.449 - 1.395 •745� 1.450 •1 �` .b65 .180 (/ a_C _ r .875 .550 �ii�S '•.�OR{DF`,.•' \��' .050 .oso . G .D6s M3 FLUSH FRAME COVER (9 SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR A.CyRE 587L 05•RE NOV 2 9 Lid St.Lucie.C�1auTq MIAMI-DADE r."rMim Ile copy MMAMI-DARE COUNTY M ((--OJ�Z1805 ODUCT CONTROL SECTION SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINMSTRATION DIVISION R EVI EW8F(5A590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �,�rDE �,,�,� 4midade.�ov/building CGI Windows and Doors,Inc. 3780 W 104"'Street ST. LUIC B E COUNTY Hialeah,FL 33018 BOCC 121 a 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 "Sentinel 130"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No.PW130LMI-NOA,titled"`Sentinel' Series 130 Fixed Window- LM", sheets 1 through 7 of 7, dated 05/22/19, with revision A dated 05/07/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. NIISSILE 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 and renews NOA# 19-0603.02 and consists of this page 1 and evidence pages E-1,E-2, E-3,E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0519.09 QIAMI DADS COUNTY Expiration Date: September 22,2025 Approval Date: October 10,2020 T. 8/31J20 Page.1 CGI Windows and Doors,Inc. 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. 10-0510.13) 2. Drawing No. PW130LMI-NOA,titled"Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)", sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.19-0603.02) 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 a series 560 aluminum sliding glass door, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FT1-19-8916, dated 04/10/19, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.19-0603.02) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Water Resistance Test, per FBC, TAS 202-94 3) Small Missile Impact Test per FBC, TAS 201-94 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 a series 130 and 410 aluminum fixed windows, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-19-8917, dated 04/09/19, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.19-0603.02) 3. 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 a series 7500 PVC fixed window, to qualify DuPont `Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0413.03) Manuel Perez,P:0 . Product Control Ex . `"er,.. NOA No.20 0519.09., kxpiration Date: September. Approval Date: October 10,2020 E-I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBI[ITTTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. 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 a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer(M insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0413.03) 5. 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 a series 23 8 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, DurasealB and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No. 15-0413.03) 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 4) Small 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 a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, Test Report No. IITL 0080-0130-10, dated 03/30/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad,P.E. (Submitted under NOA No.17-0918.07) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,PE Product Control Ex r No No.20;0519.09 " Expiration Date: September 2 Approval Date: October 10,2020 E-2 CGI Windows and Doors,Inc. 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. 18-0301.06 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. 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,complying with FBC 61 Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under NOA No.19-0603.02 ) 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under NOA No.19-0603.02) 3. Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda,P.E. (Submitted under NOA No.19-0603.02) 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller,P.E. (Submitted under NOA No.19-0603.02) 5. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory,LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 6. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER,Product Control Section, signed by Jaime Gascon,P. -er -isor,Product, ' ntro ection. (Submitted under NOA No. 15-0413.03) Manuel erez,PE Product Control Ex r NOA No.20 0519:.9 Expiration Date: September ' ,2 Approval Date: October 10,2020 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 17-0918.07, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 130"Aluminum Fixed Window-L.M.I. approved on 11/22/17 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PW130LMI-NOA, titled "`Sentinel' Series 130 Fixed Window - LM", sheets 1 through 7 of 7, dated 05/22/19, with revision A dated 05/07/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. CGI Windows and Doors, Inc., representative units listed below and tested to qualify . Dowsil 791 and Dowsil 983 silicones,per Proposal#19-1155TP,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: PGT Industries,Inc.test specimens: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Aluin. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FT1,20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega,P.E. CGI Windows and Doors Inc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window(unit 1 in proposal) FT1,20-2108.2, CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal) FT1,20-2108.3, CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window(unit 4 in proposal)and FT1-20-2108.5, CGI SH360 Aluminum Single Hung Window(unit 5 in proposal) all dated 08/24/20 and signed and sealed by I ahnis Ortega,P.E Manuel Perez,PE .. : Product Control Ex r NOA No.20 0519.09 Expiration Date: September: 2 Approval Date: October 10,2020 E-4 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with.FBC 61h Edition (2017), dated 07/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., updated to comply with FBC 71 Edition (2020), on 05/11/20 by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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 ® Tm T » "KuraraySentr Glas Xtra SGX Clear Glass Interla er dated 05/23/19 Y ( '� Y 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. 18-0301.06 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. 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, of complying with FBC 61h Edition (2017), and FBC 71 Edition (2020), dated May 07, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.- 2. Statement letter of no financial interest, dated May 07, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 19-0603.02, issued to CGI Windows and Doors,Inc. for their Series "Sentinel 130"Aluminum Fixed Window-L.M.I. approved on 07/03/19 and expiring on 09/22/20. Manuel Perez,ff Product Control Ex ._. ,r NOA No.20 0519.09. `r Expiration Date: September ;20 Approval Date: October 10,2020 E-5 49' FLANGE WIDTH as" BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS LAM. GLASS D.L. OPG. '� rn D.L. OPG. ANCHOR SPACING SHOWN HERON APPLICABLE INSULATING LAM.GLASS co D.L. OPG. SMALL MISSILE IMPACT z TO FLANGE AND FLUSH FRAMES. 6'MAX' tB'MAX' a �m Ig• SEE SHEEP 2 FOR FIN FRAMES. LARGE MISSILE IMPACT HEAD/SILL A 3 SHORTER �$ Al MM' 8• CORNERS SIDES 98' o _ BUCK HEIGHT m a D.L OPG. = o . = o a,m � it II � � II II — �JN .�m o � ll _II' II � �i II II �J" II II ^oy II Il 6"MAX. 17"MAX. CORNERS STRAIGHT SIDES B 3 B1 WINDOW WINDOW WINDOW FALSE MUNRNS 18"MAX. B"MAX. TYP. FLANGE & FLANGE (SURFACE VP. EQUAL SHORTER HEAD/SILL SHORTER ADAPTOR FRAME APPUED) LEG FRAME SIDES CORNERS SIDES W H7DTH�DTM I 3 3 3 OPTIONAL WINDOW WIDTH WINDOW WIDTH 1 ' SERIES 130 SENTINEL ALUMINUM FIXED WINDOW — LMI � WINDOW WIDTH WINDOW WIDTH I WINDOW WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. �x APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DARE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED ' % z MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL 3 WILL APPLY TO ENTIRE SYSTEM. 3 3 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE W. WIDTH 2017 (BTH EDITION) & 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE.(HVHZ). THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED iBY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE t=„ WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. J j Ill 1,ti APECIFIED EMBEDMENT TO LOAD DURATION INCREASE WE USEDRNL SHALL BE BEYOND DESIGN OF ANCHORSWALL I 0 WDOD!ONLY. ALL SHIMS TO BE / "SENTINEL"SERIES 130 FIXED WINDOW-LM NG OR STUCCO. �AGK Impact Resistant ors :��\�t���c+vsF���!!��' HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. Z, ��• De dpuan: Data: MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT ueaw.,onc,t,.a,ma.uru,9u }; No.58705 / PRODUCT REVISED TYPICAL ELEVATIONS 05/22/19 S,It 933.iii3990,,..,iar.nn.99i, •: S:—_ WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 as eomplylng with the Florida FLORIDA BLDG. CODE & ADOPTED STANDARDS. Bulltling Cafe R D Revision: ev.W. Rw.Dote. PREPARED BY LYNN MILLER �} •, s,�/ d — NOA-Ho. 20-0519.09 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE E Iratlon Uate• 9/22/2025 ANCHOR TYPES, UPDATED TO FBC 2020 JR 05/07/20 N.VENICH FL TECHNOLOGY SOT STATE OF ;•�!L` SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING �t�s'••.�OR9DN,.•\G�\\� THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. By: Seri_1.W.M. Scam: Sheet IDPW130LMI-NOA vNo. R : (941)480-1600 / ,ALCONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BEANALYZED SEPARATELY, AND TO BE Mlam Uade Producr.0 trot PW-130 LM NTS 1 OF 7 A SION �'iI11111111`� REVIEWED BY BUILDING OFFICIAL REGISTRATION#29296 A LYNN MILLER,P.E. P.E.#58705 TYPICAL ELEVATIONS LAM, GLASS ANCHOR SPACING SHOWN HEREIN INSULATING LAM.GLASS APPLICABLE TO FIN FRAMES. 48' SMALL MISSILE IMPACT BUCK WIDTH BUCK WIDTH BUCK WIDTH LARGE MISSILE IMPACT D.L. OPG. D.L. OPG. D.L.OPG. 8'MAX. t6"MAX. m� HEAD/SILL 5TRAIGHio Cg"dtg1. - rS• CORNERS SIDES 'o o SORVfO OV S/O�O as'm 3 a za II II II II II II — r =1 — o = o io II it II 11 1 Il II 1!,i IL A II II II II II II 2 FALSE MUNTINS TYP, FIN FRAME (SURFACE ATONAL t 6M H�MAx ts"�M SIDES CORNERS SIDES gs. TYP. FIN FRAME TYP. FIN FRAME BUCK WIDTH D.L. OPG. Fs �� 11 ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES v 0 1� 11 f 11 6e• Omwn `, U 11 111 x R v m —11— ¶� "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK Impact Resistant ``.�`�pNY LYNN,r'� II II Owa°rsox oors „�a�. ��ccrasF •.1�� Desariptlon: Data: .'A PRODUCT REVISED TYPICAL ELEVATIONT CONT. �;�r•.......,••r•rr•ran.... -X No.sa7os A 05l22/19 *o oos.nn.rrr.�r.r.ro.an.caa: _ � as complying with the Florida 6"MAX. 16"MAX. Building Code - . CORNERS STRAIGHT NOA-No. 20-0519.09 Rens'on. Ray.W. Rev.Date: PREPARED BY LYNN MILLER •p •, S /!�O rll� TYP. FIN FRAME SIDES (ration Bate 9/22/2025 MINOR SHEET REFORMATTING. JR 05/07/20 N.7VENICE FOL 34275LOGY OR �C�'•,IVE STATE OF (rj. DAYLITE OPENINGS: ' CO •.�;<ORIDA.•''�\� D.L.O. HEIGHT = BUCK HEIGHT - 3.00" ey seda/nraden smto: sneer IDPmW130LMI-NOA x}gNa Rav te41)4ealeoo NAL���`� D.L.O. WIDTH = BUCK WIDTH - 3.00" Mlam ade Produc,- rol PW-130 LM NTS 2 OF 7 A �'/�I t u n I I'`` REGISTRATION#29296 A LYNN MILLER•P.E. P.E.#58705 DESIGN LOAD CAPACITY-PSF DESIGN WAD CAPACLTY-PSF DESIGN LOAD CAPACIYY-PSB FLANGE DMS. BUCK DIPS. Gl1&S TYPES'C'A'CI'GLASS TYPES' lelll' PLANGE DDIS. BUCK TGYPES'C'YCl'C1AES TYPES'D'8'DI' FLANOS DD1S. BUCK DDIS. CTASS TYPES'C•k'C1'CUSS TYPES'W&'Dl' WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(U EXL(+) INT.(-) EKT.(+) INT.(-) WIDTH(W)LENGTH(L)WIDTH(W) 1NT.(-) M.(+) 1NL(-) WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXQ+) 1NT.(-24" 23' 80.0 80.0 80.0 80.0 24" 23• 80.0 00.0 80.0 19-1/6- 18-1/8• 90.0 80.0 80.0 80.0 0• 29' 80.0 80.0 B0.0 80.0 30• 114" 29" 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 solo 80.0 3fi' 35' 80.0 80.0 60.0 80.0 36' 35' 73.0 80.0 80.0 1. 26• 36' 25• 80.0 80.0 80.0 8D.0 42' 36• 41" 35' 80.0 80.0 80.0 80.0 41• 40' 61.4 80.0 80.0 1. 1. 80.0 80.0 80.0 80.0 48• 47' 80.0 80.0 BO.0 80.0 24• 23' 80.0 80.0 $0.0 53-1/8' 52-1/8' .80.0 80.0 80.0 0D.0 54' 53, 80.0 90.0 BO.o 80.0 30• 120• 119, . 80.0 80.0 80.0 61• 60" 80.0 80.0 80.0 80.0 Bo" 59' 80.0 80.0 80.0 B0.0 36' 35• 72.4 _72-4 801.0 80.0 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 61' 60' 1 80.0 80.0 80.0 80.0 39• 1 3B" 65.9 65.9 S0.0 00.0 26-1/2' 25-1/2' 80.0 B0.0 80.0 80.0 24' 23' 80.0 80.0 00.0 80.0 24" 23' 80.0 80.0 80.0 80.0 37' 30-3/8• 1-3/1'36' 80.0 9D.0 B0.0 80.0 30• 29• 80.0 80.0 80.0 80.0 30' 121' 29• 120• 80.0 80.0 80.0 60.0 48' 1. 77.1 77.1 80.0 80.0 36, 35' 110.0 80.0 80.0 80.0 36• 35- 72.3 723 80.0 60.0 53-0• 52-1/8' 77.1 77.1 80.0 80.0 42' �. 41' 47. 702- 702 80.0 80.0 39• 3B' 65.8 65.8 813.0 80.0 61' 1 60" 77.1 77.1 80.0 80.0 48' 1. 613 61.3 80.0 80.0 19-1/8• 18-1/8• 80.0 80.0 BO.0 80.0 Se 53" 81.3 613 80.0 Do 26-1/2" 25-1/2' 80.0 BD.O 80.0 BD.O 60• 59• 61.3 Ti6 80.0 80.0 FLANGE DIMS 37' 50-5/8- 36' BD.0 80.0 80.0 80.0 61' 1 60' 61.3 613 BD.O 80.0 y,.7YP X•lYP 48• 47' 61.3 61.3 80.0 B0.0 1. 23' 80,D 80.0 80.0 80.0 1-BUCK DIMS 53_1/8• 52-1/8• 49-5/8• 58.0 58.0 77.4 77.4 0' 1. 80.0 80.0 80.0 80.0 FLANGE FRAME 61' 60• 58.0 5&O 77.4 77.4 36' 35" 80.D 80.0 80.0 80.0 75-1/4- 74-1/4- 59.0 58.0 77.4 77.4 42' 60. 41. S9. 70.2 702 80.0 60.0 93-3/4" 92-3/4' 1 58.0 58.0 78S 76.5 48' 47- 61.3 61.3 80.0 1 00.0 19-1/8- 18-1/8' 80.0 80.0 80.0 Box 54' 53' 54.3 54.3 72.5 72.5 26-1/2' 25-1/2• 80.0 80.0 80.0 80.0 Go* 59, 4&B 48.8 65.1 65.1 1. 63" 36' 82• 80.0 80.0 80.0 80.0 61' 60" 48.8 4B.B 65.1 65.1 BUCK DIMS 48' 1. 81.3 61.3 90.0 90.0 1. 23• 80.0 80.0 80.0 Bolo EQUAL LEG FRAME 53-1/8• 52-1/8• 55.3 55.3 73.7 73.7 0' 29' Bolo Bolo 00.0 80.0 4 61' 60' 48.0 48.0 64.064.0 38' 35' Bolo Bolo Bolo Bolo 75-1/4• 74-1/4' 465 465 61.9 61.9 4Y 72• 41' 71' 70.2 70.2 80.0 80.0 19-1/e 18-1/8- 80.0 90.0 80.0 80.0 48' 47 61.3 61.3 80.0 80.0 26-1/27 25-1/2- 80.0 80.0 80.0 80.0 54• 53" 54.3 54.3 72.5 72S 76 BUCK DIMS '37' 36• 78.9 7&9 B0.0 B0.0 80' 59" 4&8 48.8 65.1 65.1 -'•� �• 47' 75" 813 81.3 80.0 80.0 r" w 61' 60' 41L0 .0 8.0 64.0 FIN FRAME 8 52-1/8' S53 48.3 73.7 73.7 24' 23' 80.0 60 Bolo Bo0 61'lo 80.0 61' 60' 4& 48 0 .0 64.0 64.0 30" 1. 80.0 80.0 80.0 solo 36" 35' 78.2 782 80.0 60.0 L 42' .41' 83. 70.0 70.0 80.0 80.0 FLANGE DIMS 48• 1. 61.3 613 8D.0 80.0 54' 53' 54.3 54.3 72.5 72.5 r-BUCK DIMS NOTE, GLASS N THIS SHT ARE 56, 55" 52.4 52.4 69.E 69.8 FLANGE ADAPTOR FRAME BASED ON CAPACITIES BASEDEo 00-09 (3 SEC. GUSTS) B. 24" 23" 80.0 80,o 80.0 B0.0 AND FLORIDA BUILDING COMMISION 30• 29' 90.0 80.0 80.0 80.0 DECLARATORY STATMENT DCA05-DEC-219 36• 97• 35' 9B• 75.6 75A 80.0 80.0 42' 41' 652 6&2 80.0 90.0 WOg. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 48' 47' 60.6 60.6 Bolo Bolo VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 490 1. 59.6 1 59.6 Bo.O BO.o 24' 23' 80.0 80.0 BO.O 80.0 111 I11111!/ stant 30' a9 80.0 Bolo 80.0 80.0 nee ° W. .�� (L !V 1r 36' 102• 35' tot' 74.6 74.6 Bo.D Bo.o PRODUCT Ras ODcomplying REVISED he Florltla "SENTINEL"SERIES 130•FIXED WINDOW-LM AGK ®jNIHdDws Spact iD°ors 42' 41' 65.7 65.7 80.0 80.0 Building Code - � Q': .'•� De pSon: Gate: - No.58705 48• 45• 1 59.3 59.3 80.0 90.0 NOA-No. 20-0519.09 mor.loos o."o.eais,nmale _ ' DESIGN LOAD CHARTS 05/22/19 r''sas•s.�,eeso i sas.en.es+x _ za• z3' 60.0 Bolo 80.0 Bo.o Expiration Date: 9l22/2025 - 30• 29' 80.0 80.0 80.0 80.0 By RevIN= Rev,BY: Rov.Date: PREPARED BY LYNN MILLER '. /oC H/ .'44f 36• Ice 35• 107• 73A 73.8 Bolo Bolo MlamJpada ProductCo trot NO CHANGES THIS SHEET. JR 05/07/20 l Er ce F°L�DRIVE �0�'.• STATE F 1. 41• 62.4 62.4 80.0 Bolo i �` ,.ORlO' \ 44' 43" 59.1 59.1 80.0 Bolo ANCHOR SPACING TO BE AS PER SHEETS 1 &2 �i Sty' ....... sedee/Aroaer scam: sl Bee Dmwtn9 No. Tar. (941)460-1600 /O('ALE ++� tt t1111111111\ PW-130 LM NTS 3 OF 7 PW130LM1-NOA A REGISTRATIONll29286 A•LYNN MILLER,P.E. P.E.i158705 I .075"Saflex CP With PET Core Wastman Chemical Co.' Interlayer Saflex Clear And Color Glass 075'Saflex CP With PET Core By'Eastman Chemical Co.' Interlayer By 'Eastman Chemical Co.' Interlayer 090' Interlayer SentryGlas Interlayer 090 Saflex Clear And Color Glass By'Kuraroy America. Inc.' By Eastman Chemical Co.' Interlayer .090- Interfayer Trosifol PVB Interlayer 090°Interlayer SentryGlas Interlayer By'Kuraroy America, Inc.' 3/16-HEAT By l;uroroy America, Inc.' 3/16"ANN. STREN'D GLASS U90 Interlayer Trosifol PVB Interlayer Li GLASS 3/16-HEAT STREN'D GLASS By'Kuraroy America, Inc.' F w Ig z tm SILICONE, z m 3/16-HEAT STREN'D GLASS GE 1200, DOW 3 �,l • CORNING 791, s 51L1C.4f1E. cv E3 1 899, 983 OR 995 u 1 GE 1200,DOW CORNING 791, B99,983 OR 995 i 0 0 SILICONE., DOW f%IM5 AT 1/4 POINTS ON LITES M5 AT 1/4 POINTS ON LTTES 0 GE 1200, 91. O CORNING 791, WIDER THAN 36" WIDER THAN 36" y ' 899, 983 OR 995 GLASS TYPE 'C' GLASS TYPE 'D' a too 7/16'OVERALL.LAM.GLASS 7/16'OVERALL LAM.GLASS n .I.I (L.M.I. & S.M.I.) Ma (L.M.I. ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. SILICONE,, GE 1200, DOW CORNING 791, 899,983 OR 995 .075'Saflex CP With PET Core 075'Saflex CP With PET Core OPTIONAL GLAZING DETAII, 3/16-ANN.GLASS 'Eastmon Chemical Co.' Interlayer 3/16"HEAT By'Eastmon Chemical Go.' Interayer .090 Saflex Clear And Color Glass STREN'D GLASS A90°Saflex Clear And Color Glass GLASS TYPES 'Cl' & 'DI' 3/8-AIR SPACE Eastman Chemical Co.'Inter) er 3/8-AIR SPACE By'Eastman Chemical Co.' Interlayer 3/i6"HEAT .090 Interlayer SentryGias Interlayer 3/16'HEAT .090'Interayer SentryGlas Interlayer STREN'D OR By 'Kumroy America, Inc.' STREWD OR By'Kuraroy America, Inc.' TEMPERED-GLASS .090°Interlayer Trosifol PVB Interlayer TEMPERED- GLASS .090 Interlayer Trosifol PVB Interlayer By'Kuromy America, Inc: (t By'Kuraroy America, Inc.' _ ED 3/16-HEAT.STREN'D GLASS Z m 3/16-HEAT STREN'D GLASS b1 GEC tIC 2U0 DOW v M1 . SILICO CORNING 91, n •I'I GE 1YN00 DOW 899, OR CORNING 791. E4 E4 899, 983 OR 995 �ir�gS gggO ' b5 AT 1/4 POINTS ON LLTES M5 AT 1/4 POINTS ON LTfES WIDER THAN 36" WIDER THAN 36' ,trlultl/. GLASS TYPE TV GLASS TYPE 'DI' 179a a01^ai' ���p\�Y YA(,V 2 Impact Resistant 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ,. Windows&&Doors.•' �iGENSF•.1�� Descnp6on: Dale: '••� un s.roue a...,,......ti n i9me =7✓t f No.58705 1 PRODUCT REVISED GLAZING DETAILS 05/22/19 T.a]89S8i.8898 t r.[:i8]d918]e9 = / y{ as complying with the Florida Rrii R B Building Code e9on: ev. Y Rev.Dt aa: PREPARED BY LYNN MILLER •' rmi L7won w0. 20.0519.09 MINOR SHEET REFORMATTING. JR 05/07/20 1070TN. ICEFOLOO27 DRIVE . F E Irallon Date• 9/22/2025 '• ORLOP' Senn/Model: Scala Sh"t; Dmeiny 11, (941)480.166D ��s/O•.•.•••�`�'�� •FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVH2, OR FOR SAFETY By: PW-130 LM NTS 4 OF 7 PW130LMI-NOA A NALy}1��� CURING APPLICATIONS PER THE FBC,THE OUTBOARD LITE(GAP) MUST BE TEMPERED. Mlam pads Praduet'Ctrol REGISTRATION#29296 A LYNN MILLER,P.E. P.E.#58705 I TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW TYPICAL ANCHORS:SEE ELEV. FOR SPACING INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL (FLANGE & EQUAL LEG FRAMES) WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 1/4" DIA. KWIK—CON 11 BY 'HILTI'(Fu=163 K51,Fy=157 KSI) FLANGE FLANGE TYPICAL CICAS FLANGE i/4"MA:f. FLAN 1/4" DIA. ULTRACON BY 'ELCO/DEWALT'(Fu=177 KSI, Fy=155 KSI) EE 2BY WOOD BUCK FOR SPACING SHIMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR TYPICAL METAL 1-1/2" MIN. PENETRATION INTO WOOD p WOOD STRUCTUR ANCHORS ? STRUCTURE M2 SEE�V• M2 TYPICAL ANCHORS THRU 1BY BUCKS INTO CONCRETE OR BLOCKS FOR SPACINGa.v SEE SPAC © S2 = O y O .° FOR SPACING 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) \H 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Ei DIRECTLY INTO CONCRETE OR BLOCKS E7 1 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) S2 MIN_ r.• TYPICAL EDGE DISTANCE '. ° `• ° '•v•• ' JIL TYPICAL AtYCHORS p M2 INTO CONCRETE AND MASONRY = 2 1/2" MIN. SEE ELEV.` INTO WOOD STRUCTURE = 1" MIN, tBY FOR SPACING a WOOD BUCK -a a F71 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD 1/4-MAY. .' THRU 1BY BUCKS INTO CONCRETE OR BLOCKS SHIMS ,. 1-3/8" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) EQUAL LEG EQUAL LEG EQUAL LEG a e EQUAL LEG 1-1/4" MIN. EMBED INTO HOLLOW BLOCKS (JAMBS) 2BY WOOD BUCK ; M2 METAL 1-3/4" MIN. EMBED INTO FLIED BLOCKS (JAMBS) B1 Al wo STRUCTURE od 51RucruRE C1 p TYPICAL ANCHORS M2 SEE ELEV. DIRECTLY INTO CONCRETE OR BLOCKS FOR SPACING 1-3/8" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) 'v _ 1-1 4" MIN. EMBED INTO HOLLOW BLOCKS JAMBS M3 cEEO 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 01_ M3 TYPICAL EDGE DISTANC =61 I\ INTO CONCRETE AND MASONRY = 1 9/16" MIN. M3 TYPICAL ANCHORS; INTO WOOD STRUCTURE = 1" MIN. SEE SPACING r FOR SPACING 'v o•' #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) v TxPICAL �NcI1DRs p p PR DUCT REVISED SEE ELEV. TYPICAL ANCHORS as m Iy1n with the Florida INTO MIAMI—DADE APPROVED MULLIONS OR °' teY FOR SPACING SEE Ems• Building Bodge INTO METAL STRUCTURES (HEAD/SILL/JAMBS) W006 BUCK FOR SPACING NOA-No. 20-0519.09 (3) THREADS MIN, PENETRATION BEYOND SUBTRATE Exglration Date: 9/22/2025 ALUMINUM: 1/8" THK. MIN (6063—T5 MIN.) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSEDey 7 ' BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. STEEL- 1/8" THK. MIN. (Fy = 35 KSI MIN.) Miam- adeProduclECa tral (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED TYPICAL ANCHORS:SEE ELEV. FOR SPACING peer Drawn By `♦ OR PAINTED) "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK �ImpaclReslstam `P r. iicENsr FIN FRAME Windows&Doors TYPICAL EDGE DISTANC INTO METAL STRUCTURE = 3/4" MIN. 48 SMS (GRADE 2 CRS) Daac iptlon: Date: _ -: No.58705 ine�.ro.0 n,..i.xi,,,,anisote /• A }, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL INSTALLATION DETAILS 05/22/19 *•n ioi.i.i.siio I i•L,1Yi.ili.iifi =� /A 1-1/4" MIN. PENETRATION INTO WOOD %j0 ', WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN Revieion: Rev.RY Ray.Date: PREPARED BY LYNN MILLER 0 STATc Or (V CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. TYPICAL EDGE DISTANCE REFORMATED&ADDED ANCHOR TYPE JR 05/07/20 TECHNOLOGY DRIVE ',�s'''F�ORIDa,.• C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. INTO WOOD STRUCTURE 1" MIN. N.VF it S/ tyG♦♦ Swies/Model• Scale: Sheet: joPZW'1'30LMI-NOA J'A y,11 481y1600 /U NAL �♦ // L ) ((f f11110 PW-130 LM NTS 5 OF 7 REGISTRATION#29296 ALYNNMILLER,P.E. P.E.#68705 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS 1/4`MAX.SEE ELEV. FLANGE ADAPTOR SHIMS ffSUCKFOR SPACING METAL TYPICAL ANCHORS 'o STRUCTURE SEE ELEV. M2 A3 �S x FOR SPACING a,v ''- M2 TYPICAL ANCHORS 2'x SEE ELEV. FOR SPACING C3 � E6 E6 •v_ —� 1_1/4•-.•. D.. . j S2 MIN., • TYPICAL AMCHORS E3 M2 ^' SEE 0".' rn 1BY FOR SPACING \ WOOD BUCK -v ° E8 E2 E3 INSTALLATION DETAILS THRU FIN EQUAL LEG INTO WOOD STRUCTURES 22 3/� MIAMI-DADE COUNTY APPROVED MULLION EQUAL FRAME- 1/4—MAX.� 1/4'MAxMAX. FIN FRAME &MULLION ANCHORS SEE SEPARATE NOA GAP I BUCK HEIGHT I GA' BUCK WIDTH BUCK WIDTHWOOD I NOT 13Y CGI STRUCTURE 1/2-MIN. O 1/2'MIN. � C2 A 2 3/ CAUULKIN � M2 LKIN CG WHEN USED THE MIN. WOOD BUCK g14 X 1"SMS. E1 DEPTH SHALL BE Vil". THE USE OF DEEPER OR BEVELED WOODBUCKS IS _ HOUSE WRAP PERMITTED. �MIAMI-DADE COUNTY APPROVED I I INSTALLATION DETAILS INTO METAL NOT BY CGI ESE3 EXTERIOR MUWON&MULLION ANCHORS STRUCTURES OR INTO.APPROVED MULLIONS \l hill tlrlY SEE SEPARATE NOAImpactR `\ `•'. �4/��. ard "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ®W Windows &Door ���.• c�cENse'•�(� Windows$Doors Desorption Data: wm , ='�-;' No.58705 PRODUCT REVISED TYPICAL INSTALLATION DETAILS CONT. 05/22/19 Tit DD.Dli.6600 I lii:DlS.!lS.Rr! ' as complying with the Florida F7 At��t.L+ Building Code Revision: Ra SY Ra Dote: PREPARED BY LYNN MILLER Q Al TYPICAL ANCHORS NOA-No. 20-0519.09 REFORMATED&ADDED ANCHOR TYPE JR 05/07/20 1070 TECHNOLOGY OGY DRIVE �T•••F�ORl00.-,••G�C1�' SEE ELEV. iratlon Date• 9/22/2025 FOR SPACING G �— Serias/MadeF ISNTS oale: js`6 00t: Orating No. IRmA '/',CNtAL V\\♦` gy; (941)480-160O Mlam pade Produ*Co trot PW-130 LM OF 7 PW130LMI-NOA REGISTRATION D29298 A LYNN MILLER,P.E. P.E.058705 h-2.505 rm PART/ P4/WTDffW. DESCRIPTION NATRRGL MANF./SUPPLffii/RHNABHS E1 CGI-118 FLANGE FRAME 6063-T6 - E2 CGI-119 FLUSH FRAME/FIN FRAME 6063-T6 - 1.993 .812 1.395---{ E3 CGI-121 GLAZING BEAD(LAM.CLASS) 6063-T6 = .995 O65 180 E4 CGI-123 GLAZING BFAD(LAM.INSUL-GLASS) 6063-TB IYP. �"- E5 CGI-110 NAIL FIN ADAPTOR 6063-T6 - .050 065 E6 CGI-109 FRONT FLANGE ADAPTOR 6063-T6 1.335--1 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMEER 75-80 SHORE A Ei FLANGE FRAME 8 FLUSH FRAME COVER M2 CGI-124 AS REOD. SCREW COVER-OPTIONAL PVC - M3 CGI-112 AS READ. FLUSH FRAME COVER PVC - 2.505 M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8'1 6063-T5 - M5 - 2/LiTE SETTING BLOCKS EPDM DUROMEfER 85f5 SHORE A .812 S2 #10 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHIL PH SMS Si/ST 1.000 1.495 -995 665 I L �-•125 - TYP 1.335 M4 O FLUSH FRAM FRAME GLAZING ANGLE (LAM. INSUL GLASS) .675 I 1.450 .180 .995 O50 ,975 AT ENDS JOINT .550 t.184 O GLAZING BEAD (LAM. GLASS) E6 FLANGE ADAPTOR .120 1.119 T IR .995 •4 .050J I^-1.081 1.184 CIRCULAR WINDOWS E4 GLAZING BEAD (LAM. INSUL GLASS) O SCREW COVER RECT. OR SQUARE WINDOWS 1,13 .065 TY , CORNER DETAILS 1.550 1.680 L 1lulniu . Ti6e: Dew sr. .\` Y LYN ON... ...N "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ®Impact Resistant `� 1.395 Windows&Doors Q�: A-10Er��SF•'/��� 1ti1?YIEi18NIGE8� Q': •. (ES) NAILFIN ADAPTER Dcacnptroa DaU. M... No.58705 PRODUCT REVISED EXTRUSIONS,BOM 05/22/19 r"'06• • ws.•u.aen = �C as complying with the Florida -'O 0 Hding Code Raviaian: Rev.DY: Rev.Date: PREPARED BY LYNN MILLER ~ S NOA-No. 20.0519.09 NO CHANGES THIS SHEET. JR 05/07/20 1070 TEC,FL OGY DRNE 'O"� F nT�o mow' Ex Iratlon Date 9/2 212 0 2 5 'i F •.�ORIDH,.• Dy' SeK s/MadeL• _ Is`NTS jshft7:OF t Dmwfn9 No. 17� (941)480.1600 � OfVA1am= ade Produe o Ool PW-130 LM 7 PW130LMII-NOA rrl lr11111``` .P REGISTRATION 829296 A LYNN MILLER,P.E. P.E.D 58705