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Home My WebLink AboutProduct Information Document Title: Doc No: FRM B1-43 Impact Performance Rev No: 4 Page: 1 Ot 1 IkEYSTONE 4'ERTFICATIONs,INC. Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 464 - 240 Issue Date: 6/25/2014 Revision Date: 6/19/2018 Expiration Date: 10/30/2021 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 at www.keystonecerts.com. Licensee Information: Product Information: Viwinco, Inc. Model: Oceanview Imp Casement Picture 851 Hemlock Rd Morgantown B Operator Type: FW Morgantown PA 19543-0499 Config: No, GS-7/16"Ann Lami IG Max Width: 72 Max Height: 72 Corresponding Structural CARs: 464-417.0 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 3, DP +/-40, 72x72 Qualifying Test Information: Test Report No: ATI-D1610.01/.02-109-47 Test Report Expiration: 10/30/2021 Authorized Signature: Keystone Certifications, Inc. 20 8.06. 9 145 Limekiln Rd., Suite 100B 4' New Cumberland, Pennsylvania 17070 3:44:2- -04�00� Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM 1 Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 1 eysToN Certification CCITTR'RCATION6.INC- 1— Authorization Report Required.By: PRO B1-03 CAR& Product ID Number: 464 - 417.0 Issue Date: 9/20/2011 Revision Date: 7/6/2018 Expiration Date: 1/10/2021 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 at www.keystonecerts.com. 1 Licensee Information: Product Information: i Viwinco, Inc. Model: Oceanview Imp Casement Picture 851 Hemlock Rd Morgantown B Operator Type: FW 1 Morgantown PA 19543-0499 Config: ALL/H/J/S Max Width: 72 Max Height: 72 Referenced Standard: Product Rating: 9 AAMANVDMA/CSA 101/IS2/A440-05 FW-050 1829x1829 (72x72) Qualifying Test Information: Test Report No: ATI-78079.02-109-47-R1 Test Report Expiration: 1/10/2021 Authorized Signature: • Keystone Certifications, Inc. Digitally signed by Jon Hill 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 ,Date:2018.07.06 09:43:42 Y Y-= Phone: 717-932-8500 --0 4 00 Fax: 717-932-8501 i W W W.KEYSTONECERTS.COM 1 1 • REASONS REV I OSORPRON I 011E I APPROVED NOTES: 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2'WINDOW UNITS MUST BE INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DRIWNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND INSTALLATION INSTRUCTIONS.ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER, BUCK SHALL BE SECURELY 18.ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE.WINDOW UNITS MAY 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLSHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 15 BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B.CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,TYPE 1 (OR GREATER). 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE:STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8"THICK MINIMUM PROVIDED. 20.GEOMETRIC SHAPES ARE ALSO APPROVED.APPROVED GEOMETRIC SHAPES DIMENSIONS 8. FOR FIN INSTALLATION SHIM AS NEEDED.FOR FRAME INSTALLATION SHIM AS REQUIRED AT SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16"OR IN SHEET 2. li GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 4- 9. SHIMS SHALL BE LOCATED,APPUED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPUCABLE LOADS. I 10.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11.FRAME MATERIAL EXTRUDED RIGID PVC. 12.UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2% BUCK USE 86 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:10/122015 VIWINCO, INC. MORGANTOWN BUSINESS !I PARK. P.O. BOX 499 `S�,\S,R ��?�7jZi� MORGANTOWN, PA 19543 • •••�A��¢EN �9d+y OC_EANVIEW CASEMENT PICTURE 0,.8125 *' • TABLE OF CONTENTS 72" %72" - IMPACT +Lllt31 filcosw/r SHEET NO. DESCRIPTION NOTES .p• TAT OF t4� t NOTES _ DRAM: O.NO. _ NEVDRAM: i•O•�4@s FCORM.G\� 3 2 6 INSTALLATION DETAILS ELEVATION AND ING DETAIL N.G.NTS I°"N 01/06 15 08I SH�17OF 6 ','S/O�a11��\` is i REMSONS REV I O6URIPRON I MIT I APPROVED 72"MAX. FRAME WIDTH 72" MAX. FRAME WIDTH 4'MAX. MAXOO.C. 6'MAX' I I MAX.40 C 'MAX. • s • • • t 1 1 1 1 1 1 • • •, 4"MAX. \ / - - - - 6"MAX. / • 1 / // 10'MAX _ / O.C. -____T.'-7- / 14"MAX O.C. 72" . 72 MAX. MAX. FRAME FRAME HEIGHT • HEIGHT 7/8" / / T_3/32"AS . .090' SG ERIOR BY DUPONT-- 1/8"TEMP— --3/32"ANN. 4 // • / INTERIOR 1 U-SHAPED S' , ILLL 4- � - 6"MAX. 'i_ SPACER /. . . ! . . • .� 4'MAX. I 1 1 1 1 1/2BITE :1 vI I, �:•� +�-.JI1 n OCEANVIEW CASEMENT PICTURE OCEANVIEW CASEMENT PICTURE „`\ . I I EXTERIOR VIEW EXTERIOR VIEW DOW. FIN INSTALLATIONFRAMEPRESSURE RATING IMPACT RATING FRAMEINSTALLANON SETTING BLOCK 1 SILICONE GLAZING DETAIL A ±50.OPSF LARGE i MISSILE IMPACT 15/16" MISSILE LEVEL D,WIND ZONE3 —�-3/16'ANN. .090"SG ' EXTERIOR BY DUPONT I 1/8"TEMP—---—3/16"ANN. SIGNED:10/12/2015 INTERIOR U-SVI INCO, INC. NOTES: 1 STEEL PFS MORGANTOWN BUSINESSS PARK, P.O. BOX 499 ��`\S...L 0417 � 1. (2) 1/4"DIAMETER WEEP HOLE LOCATED 3' FROM J— SPACER MORGANTOWN, PA 19543 '. .,P..\.•‘.6 ENs�.9f�i� EACH END AT BOTTOM RAIL _' 2. (2) 1/4"DIAMETER WEEP HOLE LOCATED 3'FROM 1/2'BRE ol._ i t.. OCEANVIEW CASEMENT PICTURE ET*• 0 *= �� EACH END OF GLAZING POCKET. 'I`'IN (1 72" X 72" -ELEVATIONS IMPACT � IY� 3. MAXIMUM D.LO.: 66"X 66" • I I �Ap• �` SETTING BLOCK DOW. DRAWN. MD NO. REV %lCs:�ORI�?G\� GLAZING DETAIL B SILICONE NTS DEL 01/06/15 1.08-02827T2OF 6 ��i/S/�NA 1IVI\' T 1