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Home My WebLink AboutPerformance Certification; Geometric PW ImpactDocument Title: Impact Performance Doc No: FRM B1,43 Rev No: 4 Page: 1 Of: 'rWI�ATON Certification '`I Authorization Report Required By: PRO B1-03 FG 17SV-5 CAR & Product ID Number: 464 - 239 Issue Date: 6/25/2014 Revision Date: 3/6/2018 Expiration Date: 11/8/2021 Company Code: 464 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicats the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: Viwinco, Inc. Model: Oceanview / Signature Geometric PW Impact 851 Hemlock Rd Morgantown B Operator Type: FW Morgantown PA 19543-0499 Config: No, GS-5/16" Ann Lami IG Max Width: 72 Max Height: 72 Corresponding Structural CARs: 464-428.0 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 3, DP +/-50, 72x72 Qualifying Test Information: Test Report No: ATI-D2383.01-109-47 Test Report Expiration: 11/8/2021 Authorized Signature: f Keystone Certifications, Inc. 201 8.03.06 145 Limekiln Rd., Suite 100E New Cumberland, Pennsylvania 17070 15:17:13-05'00' Ph o 7 7-932-8500 AdO� 't-932-8501 W W W.KEYS'rONECER'rS.COM L. Rohel-to Lornas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rl to maSCg)Irlomaspe, coin Manufacturer: Viwiucu, Inc. Morgantown Business Pai•k P.O. Box 499 Morgantown, PA 19543 Product Line: Oceanview Geometric Impact Fixed Window Engineering Evaluation Report Report No.: 513713 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code, Supporting Technical Documentation: 1. Approval document: drawing number 0&02895, prepared, signed and seated by Luis Roberto Lomas P,E. 2. Report No.: ATI-B4045.02-109-47signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc., York, PA AAMAJWDMA/CSA 10111.S.2/A440-08 Design pressure: ±60.15psf Water penetration resistance 9.Opsf 3. Report No.: ATI D2383.01-109-47signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc., York, PA ASTM E1886-05 and ASTM E1996-05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 3 ASTM E18861 E1996 Cyclic Load Test, ±50.Opsf design pressure 4. Anchor calculations, report number 513713-1, prepared, signed and sealed by Luis Roberto Lomas R.E. Limitations and Conditions of use: • Maximum design pressure: ±50.Opsf • Maximum unit "size: 72" x 72" • Unitsmust be glazed per ASTM El300-04, see installation instructions for glass details. • This product is not rated to be used in. the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC. Installation: Units must be installed in accordance With manufacturer's installation instructions and approval. document 08-02895. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company Manufacturing or distributing the pr9duct(6) for which, this report is being Issued. Also, I don't have nor will acquire a financial interest -in. any other entity involved. in the approval process of the listed product(s). 1 of 1 \\`` \ R1'I l.L it,��i • • • \� 0 J •. . q �Ilr • 0. •• ytr 1 • �O, TATE OFIP Luis R. Lomas, P.E. FL No,: 625.14 04/13/2016 `_ ' Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 a.. 1 Certification kK. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 464 - 428.0 Issue Date: 1 /9/2012 Revision Date'. 3/6/2018 Expiration Date: 12/7/2021 Company Code: 464 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keyslDnecerts.com. I Licensee information: I Product Information: Viwinco, Inc. Model: Oceanview / Signature Geometric FW Impact 851 Hemlock Rd Morgantown B I Operator Type: FW Morgantown PA 19543-0499 1 Config: No Max Width: 72 Max Height: 84 Referenced Standard: Product Rating: AAMAIWDMA/CSA 101/I.S.2/A440-08 Class CW-PG75 1816x2121 (72x84)-Type FW Qualifying Test Information: Test Report No: ATI-B4045.01-109-47 Test Report Expiration: 12/7/2021 Authorized. Signature: IYI 2018.03.06 15:14:34-05'00' Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 WW W.KEYSTONECERTS.COM NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCREIE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRA14E IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 114SIALLA.TION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL 8E SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED D15SIlAILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILTI'Y OF THE ARCHITECT OR ENGINEER OF RECORD 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED, 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLA71ON SHIM AS REOUIRED AT EACH ANCHOR LOC47ION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK 10 BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER AS7M E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RFOUIRFn FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 96 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. OF CONTENTS DESCRIPTION 1 N01E5 2 ELEVATIONS I REY I DESOPIP71ON I K4TC I PPPRON.D 1 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE N10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18, ALL FASTENERS TO BE CORROSION RESISTANT, 19. 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: A, WOOD: MINIMUM SPECIFIC GRAVITY OF Gm0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI G. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH V-2.000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSI/FU-52XSI OR ALUMINUM 6063-75 FU-30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. SIGNED: 11114/2016 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN. PA 19543 o%j0l(((, `�\\�\5 R. C( = V,'�\0E((5 OCEANVIEW GEOMETRIC PICTURE WINDOW IMPACT - 72" x 72" *' 0,5/1 NOTES 9a1•, TAT C E' I OB-02895 .E O4/1R/iF VIETI 72" MAX, FRAME WIDTH d" MAY. � � 10 --{ d' MAX MAX. O.C. 4" MAX, T \ \ \ \ 10" MAX O.C. 72' MAX. FRAME HEIGHT OCEANVfEW GEOMETRIC IMPACT PICTURE �:XIcH1041HcW FRAME INSTALLATION NOTES: 1. MAXIMUM D.L.O.: 67 3/4" X 67 3/4' 2. (2) 1' X 1/8" WEEPSLO7 W/COVER AT 3 1/2" FROM EACH END OF SILL FACE. 4" MAX. I I FI HI MAY, 72' MAX. FRAME WIDTH 12' MAY. =-rr . A' K 0.1 ,2. Ay, AVE IGHT 4' M OCEANVIEW GEOMETRIC IMPACT PICTURE EXTERIOR VIEW FIN INSTALLATION DESl`iN AR'ESSURE RATIi\'O IAPACT RATI,VG fSOPSa: I ANG' AN+) 3+A41 1 MLSSILE IM-ACT El 5 3/16' ANN.090 SG BV KURARAY1/8" ANN.3/16" TEMP CXTCRIJR' SUPERSPACER INTERIOR BY EDGETECH DOW IN57AGLAZE BACK BEDDING 1/2' BITE SILICONE Ln r SETTING BLOCK GLAZING DETAIL MAY. k%. IAX .X, SIGNED: 11/14.101 C, 1 /2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK By OTHERS 1 1/4" MIN. EMBEDMENT BACKER R00 & APPROVED SEALANT — t/e'• MAY. SHIM SPACE EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT — #10 WOOD SCREW I 1/2" MIN. INTERIOR EDGE DISTANCE /OOD SCREW TO BE SET BED OF ROVED SEALANT 1 /4" MAX. SHIM SPACE EDGE DISTANCE VERTICAL CROSS SECTION WWD �RAMINLi UR 2X RUCK 7AUTA LLARON R[NSIDNS PLV DLSCPIMIOR I DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR jj10 WOOD---' u SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT JAMS INSTALLATION DETAIL WJJD F4A,Lfl,VG OR 2X BUCK INSTAILATIJI4 NOTES. 1. INTER0R,AND EXTERIJR 9h'ISHES, 8YJTHERS, A'ONYOWN FOR GLARIIY. 2 RERNAEiEfi .11dD JJlN7 SEALAh7 BYJT4ER5 TJBE DESIy,VED W ACOORDAMCE WITH ASTIR Elf 12 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW GEOMETRIC PICTURE WINDOW IMPACT — 72" x 72" INSTALLATION DETAILS DPAMM: - DWO NO. N.C. 08-02895 SIGNED: 11/14!101G f I. 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD O & APPROVED �J SEALANT 1/A" MAY. SHIM SPACE f10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR f10 SMS OR SELF DRILLING SCREW SILL TO BE SET IN ABED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. O SHIM SPACE METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL 5T9UCTURE W TALL1TIJN RM50N5 DESD IMM ,,E pppppyro 1/4' MAY. � I-SHIM{ISPACE 3I , ND , elf Yll EDGEE DDMIT ISTANCE INTERIOR 1111 SMS OR j SELFLF DRILLING SCREWS [� METAL �� EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT JAMS INSTALLATION DETAIL METAL STRU--TUBE INSTALLATI. N NOTES: t. I,VTEINJfl AND EXTERIil r `7N'15HCS BY:I7HER4 NOT34Uu'N FOR CLARITY. 2. PERIIAETER AIlDd lll7SEALAIIT 6Y. T4ERG T I SE CEW3.VED IN A WORDAAy^,E WITH ASTIA 92112 SIGNED: 11114r2016 I INC 1� 31 U MORGANTOWN BUSINESS SSPARK P.O. BOX 499 MO RGANTOWN, PA. 19543 i1 ��\5 O��i y E rf p*-,- 5 ..*•_� OCEANVIEW GEOMETRIC PICTURE WINDOW=*:.o IMPACT — 72" x 72" INS7ALIATION S DETAIL '��rr ; ,qT OF - O'na�•F(D 1O:' N�� DRAWL or�c xo. REv OB 'r'u NTS E1ClE 04/13/16 SONg4SOF 6 CONCRETE/MASONRY 2 1/2" MIN. _ I{� BY OTHERS �I EDGE DISTANCE OPTIONAL 1X BUCK n SEE NOTES 3 — 7 e• , e • 1 MIN SHEET 1 • e; • EMBEDMENT CONCRETE/MASONRY BY OTHERS I O OPTIONAL 1X BUCK BACKER ROD & APPROVED 1/4" MAX. SEE NOTES 3 — 7 SHEET 1 SEALANT SHIM SPACE 3/16" WCON 3/16" IAPCON INTERIOR EXTERIOR 3/16" IAPCON SILL TO BE SET IN A BED 01 APPROVED SEALANT BACKER ROD & APPROVED SEALAM (� `--1 1IM MAY, SHIM SPACE OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 < —� CONCRETE/MASONRY ' ^, •• ` 1 1/4' MIN BY OTHERS e' \\\ e EMBEDMENT • 2 1/2" MIN EDGE DISTANCE VERTICAL GROSS SECTION CONCRETE A14aJMRYI,\'STALL.ATIJN 2 1/2" MIN EDGE DISTANCE 1 1/4" MIN EMBEDMENT R-- RN DES09MION I Da1E I APPROWD .a 1 /4` MAX. I SHIM SPACE ID INTERIOR I EXTERIOR �JA US INSTALLAVON DET.AIL WJJD FB.ASlI,NG JR 2X 8UCK. )N5T41LATlJt4 NOTES. 1. lNTER7JR ,1ND EA7ERlJR �7\'S11E$ 8Y.)THERS, N'OTSVJU'N FJ4 OLARlTY 2. PERILAETEFAN'DJJlN'76EALAA76YJT4ERSTJ6E DES13VED IN ACCORDANCE WITH ASTIA E2112 VIWINCO, INC )RGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW GEOMETRIC PICTURE WINDOW IMPACT — 72" x 72" INSTALLATION DETAILS SIGNED: 1 i/I4%P01G t0H7��i 1 , I APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8' MIN EDGE DISTANCE EXTEF 7/16" MIN. EDGE DISTANCE IS WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION W60D FRAMIA'G OR 7X 91101 A\'STALLATION R"AS.I. DESDR?TloN WOOD FRAMING BY OTHERS _ 1/4' MAX. SHIM SPACE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE fa wooD SCREW INTERIOR 1 1 /4' �� MIN. f-4 EMBEDMENT InU� APPROVED SEALANT BEHIND FIN O 7/16" MIN EDGE DISTANCE EXTERIOR JAMBlNSTALLATION DETAIL WOOD f-RAMIN6 OH 2X 1IQN NOTES. 1/4" MAX 1. INTER Off AND EXTERIilR 4h45HE5, 8Y.TMERS, SHIM SPACE A'OTSHORAIFORGLARRY. 2. PERIMETERAh'0JJIA'TGEALANTBY.T49RSTIBE L'F,V 3NED IN AXORDANE IUITM ASTIR E2112 WOOD MING BYAOTHERS VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW GEOMETRIC PICTURE WINDOW IMPACT — 72" x 72" INSTALLATION DETAILS DRAWN: DNC NO. ' N.C. 08-02895 SCALE NTS -' 04/13/16 1 S"EE76 OF 6 AIL DALE I APPROVED SIGNED: 11/14.42016 J105y