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HomeMy WebLinkAboutProduct Evaluation Report; Vinyl Fixed WindowProductt tin Report Rule 61G20-3 F.A.C. ( Report No. 2518, Rev. 2 1 Project No. 420-0809 1 10/26/20 1 Page 1 of 3 Product Manufacturer Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 Florida Product Approval No.: FL11409 Product Name, Model and/or Description 3000/4000 Vinyl Fixed Window 5105 Impact Vinyl Fixed Window 5108 Impact Vinyl Fixed Window 5110 Impact Vinyl Fixed Window 6613 Impact Vinyl Fixed Window 7113 Vinyl Fixed Window Code: Current Edition of the Florida Building Code including the 7th Edition (2020) Florida Building Code 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.: 0 3000/4000 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, Orlando, FL. NCTL-210-2747-1 dated 1/7/02 to AAMA/NWWDA 101/I.S.2-97 o PTC Product Design Group Drawing No. RPLS0053, Rev. A, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • 5105 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. NCTL-110-9699-1 dated 10/5/05, signed and sealed by Howard E. Rupp, P.E. to TAS 201-94, TAS 202- 94 and TAS 203-94. o PTC Product Design Group Drawing No. RPLS0054, Rev. A, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 0 5108 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. NCTL-110-11363-1 dated 5/15/08 (revised 9/3/08), signed and sealed by Howard E. Rupp, P.E. to TAS 201-94, TAS 202-94 and TAS 203-94. o PTC Product Design Group Drawing No. RPLS0059, Rev. A, dated 1/22/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 0 5110 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. • NCTL-110-14747-1 dated 4/12/12, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS 202-94 and TAS 203-94. • NCTL-110-14747-2 dated 4/12/12 to ASTM E1886-05 and ASTM E1996-02/06/09. o PTC Product Design Group Drawing No. RPLS0073, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 0 6613 Impact Vinyl Fixed Window Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. NCTL-110-16563-1 dated 10/15/13, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS 202-94 and TAS 203-94. ■ NCTL-110-16563-2 dated 10/15/13 to ASTM E1886-04/05 AND ASTM E1996-02/04/06/09/012a. NCTL-110-16563-3 dated 10/15/13 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08/11. PTC Product Design Group Drawing No. RPLS0074, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 ®®® PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 O®aff 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report a 7113 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA. ® NCTL-110-15928-1 dated 4/12/03 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08 o PTC Product Design Group Drawing No. RPLS0075, Original Issue, dated 1/11/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Engineering Analysis ft Evaluation: Anchorage engineering in accordance with the current edition of the Florida Building Code for 3000/4000, 5105, 5108, 5110, 6613 and 7713 Vinyl Horizontal Sliding Window signed and sealed by Roberti. Amoruso, P.E., FL License Number 49752. Frame Profile Substitution per PTC Product Design Group Comparative Analysis Report No. 2594-1, Rev. 0, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752. o Evaluation formed basis for NAMI Waiver of Retest for frame profile substitution. Component Approvals: Extrusion and Impact interlayer code conformance based on the following. • Extruded rigid PVC by Energi Fenestration Solutions USA, Inc. per current Miami -Dade NOA to the current edition of the Florida Building Code. See Miami -Dade NOA listing here. o Kuraray America Trosifol PVB interlayer code conformance per current Miami -Dade NOA to the current edition of the Florida Building Code. See Miami -Dade NOA listing here. o Kuraray America SentryGlas (SG) interlayer code conformance per current Miami -Dade NOA to the current edition of the Florida Building Code. See Miami -Dade NOA listing here. o Eastman Chemical Company (MA) Saflex PVB interlayer code conformance per current Miami -Dade NOA to the current edition of the Florida Building Code. See Miami -Dade NOA listing here. Performance 'testing: O As listed in test report summary above. Limitations Et Conditions of Use: a 5105, 5108, 5110 and 6613 Impact Vinyl Fixed Window o These products have been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). o These products will not require an approved impact protective system when used in wind borne debris regions. m 3000/4000 and 7113 Vinyl Fixed Window o These products have not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). o These products will 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. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. o 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 as referenced in the current edition of the Florida Building Code) 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. A3=X=Al2W PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 AP"NAw . f • 1 FBPE# of # # • 25935 ProductEvaluation Report ® 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 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. 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. Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 reAMMAOM PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 321-690-1788 1 FBPE Certification of Authorization No. 25935 6" MAX MA: REGENCY s INC, SElUES 5105 IMPACT VINYL FIXED WINDOW INSTALLATION ANCHORAGE DETAILS 72" MAX FRAME WIDTH " MAX 10" M O.C. 6" MAk 0" O.G. C MAX. ELEVATION EXTERIOR VIEW NOTES: 1. MAXIMUM D.L.O.: 66" X 66". TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 . INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE AND SMALL MISSILE IMPACT HVHZ AND WIND ZONE 4, MISSILE LEVEL D 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 IX BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEWASONRY 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 TAB 203. SEE TEST REPORT NO. NCTL-110-9699-1 DATED 1015105, SIGNED AND SEALED BY HOWARD E. RUPP, P.E. BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA FOR DETAILS. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC. ( 6. GLAZING: (E 6.1. GLAZING DETAIL AS TESTED: 15/16" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR- LAMI LITE OF 3/16" �T ANNEALED GLASS x 0.100" EASTMAN CHEMICAL SAFLEX PVB INTERLAYER x 3/16" ANNEALED GLASS, DESICCANT STEEL SPACER, 13/16" TEMPERED SACRIFICIAL LITE. INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT) AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16" 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 AAMAANDMA/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. 8. 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 V8" 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 3/4" 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 N I o gZ F a 6 ai F Q Z Robert J. Amoroso, P.E. Florida P.E. No. 49752, PTC Product Design Group, LLC PO Box 52D775 Longwood, FL 32752-0775 321 fi90A788 Info@ptccorp.com FBPE Certificate of Authorintlon No.25935 INSTALLATION ANCHOR. WOOD INSTALLATION NOTES: m SCREW SHOWN. SEE NOTE 5 N o THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED. 1.1. WOOD FRAMING R z MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND �m 1.3. CONCRETE AND/OR MASONRY NOTE 5 THIS SHEET. MIN. � o F EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO w NOTE 5 THIS SHEET. STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT p Pp w INSTALLATION m w 0 OR ENGINEER OF RECORD. .EL F P o SUBSTRATE BY go OTHERS. SEE 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR j NOTES 1 TO 3 MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR THIS SHEET. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. < c 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF q 1/4" MAX. 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". PERIMETER SEAL QQO SHIM SPACE 5. SUBSTRATE ANCHORING METHODS: Z z J O BY OTHERS 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT o. w 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 p o w n ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" Z o ILJf TOLERANCE. Q §i 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH = X SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM = S la— < F S EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. a ¢a } LU £ z ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. = a- Z Z a0w>0_ o 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING U U ~ SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE Z af Q g INTERIOR WALL WITH 3/4' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS 0 UO U F AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. C Jo toIoZ_ HEIGHT E GHT EXTERIOR INTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. N 88 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH uJ g ASTM E2112. w fi MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. 1/4" MAX. m INSTALLATION ANCHOR. WOOD SHIM SPACE G SCREW SHOWN. SEE NOTE 5 RobertJ.Amomso, P.E. THIS SHEET FOR ANCHOR TYPE q Florida P.E. No. 49752 REQUIRED. 1/4" MAX. MIN. EDGE �D SHIM SPACE DISTANCE. SEE INTERIOR PERIMETER SEAL BY OTHERS �� NOTE 5 THIS SHEET. INSTALLATION I MIN, J� D SUBSTRATE BY EMBEDMENT, SEE �a OTHERS. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE NOTES 1 TO 3 BY OTHERS. SEE NOTES 1 PERIMETER SEAL THIS SHEET. EXTERIOR TO 3 THIS SHEET. BY OTHERS MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD WINDOW WIDTH NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION PTC Product Design Group, LLC WOOD FRAMING, 2X WOOD BUCK, PO Box 520775 WOOD FRAMING, 2X WOOD BUCK, MASONRY OR METAL FRAME Longwood, FL 32752-0775 CONCRETE CONCRETE/MASONRY OR METAL FRAME / 321-690-1788 info@ptoccrp.pm APPROVED APPROVED FBPE Certificate of Aut11.n. ion No.25935