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Home My WebLink AboutPRODUCT APPROVAL WINDOW SINGLE HUNGn Florida Building Code Online Page 1 of 2 BCIS Home I Log In I User Registration Hot Product Approval Vor a USER: Public User Product Approval Menu > Product or Application St ��- "",L��y e� FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By SCANNEDBY ��`7 aLaLpp��pp11 aGaG QQQQQQpppppp �� ,��,((,,''rr 0 � .. Submit Surcf rge_j��tats �'Pribl!cations i FBC Staff. I BCIS Slte.Map �Links ��r `Search I> Application List > Application Detail FL11412-R7 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By rk Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570)339-3374 joek@window-pros.info Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros. info Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/N W W DA 101/I.5.2-97 TAS 201 TAS 202 TAS 203 Year 1997 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL11412 R7 Equiv EERNo2521 RevO FL11412 2000-5000 SH ss.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9 Wu... 4/25/2018 Florida Building Code Online-, 1 Product Approval Method Method 1 Option A 1. f Date Submitted 02/05/2018 Date Validated + 02/05/2018 Date Pending FBC Approval Date Approved 02/09/2018 1 Rummary of Prndurts Page 2 of 2 FL # Model, Number or Name Description 11412.1 Series'2000 Series 2000 Vinyl Tilt Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL11412 R7 C CAC NI006135-R8.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 12/31/2021 Design Pressure: +40/-40 1 Installation Instructions Other: FL11412 R7 II RPLS0047 RevC 2000 SH ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 I Created by Independent Third Party: Yes Evaluation Reports FL11412 R7 AE PERNo2521 RevO FL11412 2000-5000 SH ss.Ddf Created by Independent Third Party: Yes 11412.2 Series 5000 Series 5000 Impact Vinyl Tilt Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:, Yes FL11412 R7 C CAC NI006712-R4.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2021 Design Pressure: +55/-55 Installation Instructions Other: FL11412 R7 II RPLS0048 RevC 5000 SH ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11412 R7 AE PERNo2521 RevO FL11412 2000-5000 SH ss.Ddf Created by Independent Third Party: Yes 1 , I Back Neut I , Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Insteaa, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided] may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: OR = Credit Card Safe I I i I I 1 1 I I i 1 https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv8JyggZ9 Wu... 4/25/2018 a 6" MAX. 76" MAX. FRAME HEIGHT REGENCY PLUS, INC. SERIES 5000 IMPACT VINYL TILT SINGLE HUNG WINDOW 52" MAX. FRAME WIDTH 13.5 " MAX O.C. 6" MAX 6" MAX / / O / X / / ELEVATION NOTES: EXTERIOR VIEW 1. MAXIMUM TOP FIXED LITE D.L.O.: 46-518" X 32-7/8". 2. MAXIMUM BOTTOM SASH SIZE: 50' X 38" WITH D.L.O.46-114" X 33-5/8". 1 1 " MAX O.C. 6" MAX HARDWARE SCHEDULE A. (1) METAL CAM -TYPE SWEEP LOCK 11-112" FROM EACH END OF INTERIOR MEETING STILE B. (1) METAL KEEPER AT EXTERIOR FIXED MEETING STILE C. (1) METAL TILT LATCH WITH THUMB ACTUATOR AT EACH END OF SASH TOP RAIL D. (1) DIE-CAST METAL PIVOT BAR IN A NYLON SHOE E. (1) STEEL REINFORCEMENT AT INTERIOR MEETING RAIL INSTALLATION ANCHORAGE DETAILS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-210-2966-1,2,3 DATED 215/04 (REVISED 3/29/05) BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 6.1. FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - MEETING RAIL MEMBER. 6. GLAZING: _ 6.1. GLAZING DETAILAS TESTED: 7/8"-NOMINAL OA IGU COMPRISED OF FROM EXTERIOR TO INTERIOR- LAMI LITE OF 1/8" ANNEALED GLASS x 0.090' KURARAY AMERICA SENTRYGLAS (SG) INTERLAYER x 118" ANNEALED GLASS, DESICCANT STEEL SPACER, 118' TEMPERED SACRIFICIAL LITE. BOTTOM SASH INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT), TWO (2) LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER GLAZING BEAD WITH 7/16" GLASS BITE. TOP FIXED LITE INTERIOR GLAZED WITH A SNAP -IN TWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND SIKA SIKAFLEX552 BACK -BEDDING (OR EQUIVALENT) WITH 7/16" GLASS BITE. 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWOMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300. 6.4. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS REQUIRED. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8' MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/. 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY (G) OF 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428'), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IMPACT RATING LARGE AND SMALL +55.01-55.0 MISSILE IMPACT r1V P1L HNU VVINU LUNt 4, MISJILt LtVLL U O m OI N 0 O a tU m 3) I— r �z Q = W O Ur Za < n 24 U)Z 'K Z U D 1 FIt � F= W U), >Z U¢-¢ U U > Z H o� QO EL N � W �w pB 1 n w /n W y Robert J. Amoroso, P.E. Flodda P.E. No. 49752 ,P1'AMENES � 4•. �Gy q�i� N 49752 •O n Z •0 E OF • a ',�'SS�ONA��E��.• Digitally signed. by Robert J Amoruso Date:'2018.02.02 13:31:27-05'00' PTC Pmduol Design Gmup, LLC PO Box 520775 Longwood, FL 3211 2-0175 321-690-1788 Inlo@ptcmrp.mm FBPE Certificate of Authorization No. 25935 INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 a a THIS SHEET FOR ANCHOR MIN. EMBEDMENT, O TYPE REQUIRED. SEE NOTE 5 THIS o SHEET. MIN. EDGE DISTANCE. SEE 1/4" MAX. o w NOTE 5 THIS SHEET. MIN. SHIM SPACE as m m INSTALLATION ANCHOR. WOOD EMBEDMENT, SEE NOTE 5 THIS SHEET. INTERIOR SCREW SHOWN. SEE NOTE 5 w U o THIS SHEET FOR ANCHOR TYPE 'p o z INSTALLATION SUBSTRATE REQUIRED. a w o BY OTHERS. SEE NOTES n w 1 TO 3 THIS SHEET. O MIN. EDGE DISTANCE. SEE � O 1/4" MAX. NOTE 5 THIS SHIM SPACE SHEET. PERIMETER SEAL Q° °� o BY OTHERS /In�J z-- Ej w 3 INSTALLATION SUBSTRATE z a o EXTERIOR PERIMETER SEAL BY OTHERS. SEE NOTES 1 >- _ - — — --BY-OTHERS - -- — -- TO 3-THIS -SHEET.--wm _ WINDOW WIDTH - i a ,= a u5w a � in HORIZONTAL (JAMB) CROSS SECTION J Q IL cD —] =Z g WOOD FRAMING, 2X WOOD BUCK, Y _ w F CONCRETE/MASONRY OR METAL FRAME tZ z g ° APPROVED � O u r WINDOW ° jj INSTALLATION NOTES: Jo <Z HEIGHT EXTERIOR ❑ II D INTERIOR 1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: N 11 1.1. WOOD FRAMING o g 1 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY w 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO (� n STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT fn If JI �JC� OR ENGINEER OF RECORD. v 1 4 ❑ 3. 1X BUCK OVER CONCRETEMASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR Robert J. Amoroso. P.E. n �J MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR Florida P.E. No. 49752 lul a MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ••••�p��p�� •• SPIAES 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF "I" Al ��GEN 1� 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". '`C; Nu 49752 Q° 1/4" MAX. 5. SUBSTRATE ANCHORING METHODS: v PERIMETER SEAL SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE W16" HEX HEAD TAPCONS WITH SUFFICIENT BY OTHERS GE DISTANCE AND V MI MUM EMBEDMENTIEMBEDMENTMUM OCONCRETE D INTO MASONRY A WITH 2MINIMUM EDGE DISTANCE. .......... ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1• ,��gS,�ONAm"•` MIN. TOLERANCE. > INSTALLATION SUBSTRATE DI Itd�� 51 ❑ECI BY OTHERS. SEE NOTES EMBEDMENT, SEE 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH g y g 1 TO 3 THIS SHEET. NOTE 5 THIS SHEET. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4• MINIMUM by Robert J EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. AmorU$O MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING Date: 2018.02.02 NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 13:31:40-05'00' THIS SHEET FOR ANCHOR TYPE INTERIOR WALL WITH 3/4• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS VERTICAL CROSS SECTION REQUIRED. AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1•TOLERANCE. PTC Product Design Group, LLC 75 WOOD FRAMING, 2X WOOD BUCK, 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. Long —PO Box 32752 75 CONCRETE/MASONRY OR METAL FRAME 321i90. e6�FL fo pIc2c rp. @ptocorp•com APPROVED 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH FBPE Certificate of Authorization ASTM E2112. No.25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2521 1 Project No. 417-0906 1 1/11/18 1 Page 1 of 2 Product Manufacturer Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 Florida Product Approval No.: FL11412 Code: Current Edition of the Florida Building Code: Product Name, Model and/or Description 2000 Vinyl Tilt Single Hung Window 5000 Impact Vinyl Tilt Single Hung Window Compliance Method: Product Approval Rule 61G20-3.005(1)(a) — Certification Mark or Listing Product Name, Model and/or Designation, Test Report No. and Installation Drawing No.: • 2000 Vinyl Tilt Single Hung Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, Orlando, FL. ■ NCTL-210-2728-1, dated 1/11/02 to AAMA/NWWDA 101/I.S.2-97 o PTC Product Design Group Drawing No. RPLS0047, Rev. C, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • 5000 Impact Vinyl Tilt Single Hung Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed and sealed by Gerard J. Ferrara, P.E. ■ NCTL-210-2968-1,2,3, dated 2/5/04 (revised 3/29/05) to TAS 201-94, TAS 202-94 and TAS 203-94 o PTC Product Design Group Drawing No. RPL50048, Rev. C, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 1 Engineering Analysis Et Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for 2000 & 5000 Vinyl Tilt Single Hung Window signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752. Component Approvals: Impact interlayer code conformance based on the following. • Kuraray America SentryGlas (SG) interlayer code conformance per the currently issued Miami -Dade NOA to the Current Edition of the Florida Building Code. See Miami -Dade NOA listing here. Performance Testing: • AAMA/NWWDA 101/I.S.2-97 • TAS 201-94, TAS 202-94 and TAS 203-94 Limitations Ek Conditions of Use: 2000 Vinyl Tilt Single Hung Window o This product has not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). o This product will require an approved impact protective system when used in wind borne debris regions. 5000 Impact Vinyl Tilt Single Hung Window o This product has been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). o This product will not require an approved impact protective system when used in wind borne debris regions. Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. ��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 THEW 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report! No. 2521 1 Project No. 417-0906 1 1/11/18 1 Page 2 of 2 I o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to' the foundation .is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61 G20-3.009 i PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. I PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. i �111111:Alllllf rAVL AMES .�CENS4S to 49752 •' �cc Z �UA : STAEOF ::j4I S C9 �� Z,,�1,2NA�� i I PTC Product Design Group, LLC 321-690-1788 1 I Digitally signed by Robert J Amoruso Date: .4, 2018.01 3�1 12:45:24-05'00' Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 I PO Box 520775 1 Longwood, FL 32752-0775 FBPE Certification of Authorization No. 25935 NOTICE�X)')F PRODUCT CERTIFk, -LTION CERTIFICATION NO: NI006712-R4 DATE: 09/18/2006 CERTIFICATION PROGRAM: Structural COMPANY: Regency CODE: 750-1 REVISION DATE: 05/26/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus, Inc. I Series "Tech 5000" 2000 Locust Gap Highway Vinyl Single Hung Window Mount Carmel, PA 17851 Configuration: O/X Glazing: IG-Laminate-1/8" Annealed Glass/ 0.090" SentryGlas®Plus PVB/l/8" Annealed Glass/ 1/8" Tempered Glass Frame: W-1321mm(52") H-1930mm(76") Sash: W-1270mm(50") H-965mm(38") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +55/-55 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-2968-1,2,3 Expiration Date: March 31, 2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122