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Home My WebLink Aboutproduct approval (2) Document Title: Doc No: FIRM B1-43 3 =-f Rev No: 4 Page: 1 of: 1 Impact Performance YSTONP- Certification CERTIFICATIQNS.INC. Authorization Report Required By: PRO 61-03 REVIEWED FOR CAR & Product ID Number: 464 - 251 CODE COMPLIANCE Issue Date: 6/15/2018 T. LUCIE COUNTY Revision Date: 10/29/2020 B®CdC Expiration Date: 6/15/2022 File Co Py 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: Signature/Viwinco Impact Fixed 851 Hemlock Rd, Morgantown Business Par Operator Type: FW Morgantown, PA 19543-0499 Config: No, GS-7/32" Ann Lami IG USA Max Width: 72 Max Height: 72 Corresponding Structural CARs: 464-117 Referenced Standard: Product Rating: ASTM E1886-13a, ASTM E1996-14a Missile Level D,Wind Zone 3 DP+-60, 72x72 Qualifying Test Information: Test Report No: ATI-12478.01-109-47 Test Report Expiration: 6/15/2022 Authorized Signature: Keystone Certifications, Inc. 2020.10.29 145 Limekiln Rd., Suite 100B /fZJ� �KEYS1^TQNE New Cumberland, Pennsylvania 17070 11 :48:1 1 '04'00' Phone: 71-9 85000 W W W.KEYSTO NECERTS.COM it L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Wbodford Rd. Lewisville,NC 27023 Report No.: 512096C 434-688-0609 rllomas@lrlomaspe.com lrlomaspe.com Manufacturer: Viwinco, Inc. Morgantown Business Park P.O. Box 499 Morgantown, PA 19543 Product Line: Signature/Viwinco Impact Fixed 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 Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01472 Revision B, prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI-73934.01-109-47 signed and sealed by Michael D.Stremmel, P.E. 3. Architectural Testing Inc.,York, PA. AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: ±55.Opsf Water penetration resistance 12.Opsf 4. Report No.:ATI-12478.01-109-47 signed by Timothy J. McGill. Intertek,York, PA ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 3 Cyclic Load Test, ±60.Opsf design pressure 5. Anchor calculations, report number 512096-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.Opsf • Maximum unit size: 72"x 72" • Units must be glazed per ASTM El300,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, up to wind zone 3. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-01472 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)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). NN $ R L 0 EN r *• 02S1 • * r �= TATE OF •c�, � 0R10P•'�k'� ss�ONAL �\G\e�� 1 of 1 �I/1111111 FL No.:62514 12/23/2020 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. 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 1/4" 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 RESPONSIBILITY 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. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED DETAILS. THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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. UNITS MAY BE 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X 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 2.000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR IS PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 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, SEE SHEET 3 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 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 1212312020 WINCO INC. HEMLOCK RD ��\\�S,RIILp�j/��ii 851 MORGANTOWN, PA 19543 •��CENS�9cp SIGNATURE/VIWINCO IMPACT FIXED _*• 0y�5 dF= WINDOW i a OXF NOTES ��, TATE OF TABLE OF CONTENTS DRAWN: DWG NO. REV i��•F�QRID1'. SHEET NO. DESCRIPTION A.S. 08-01472 8 ��iiss/ANAL 1 — 2 ELEVATION, ANCHORING AND NOTES SCALE NTS DATE 03/05/12 SHEET 1 OF 6 //�/11II I10\ 3 CROSS SECTIONS AND B.O.M. LROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 4 — 6 INSTALLATION DETAILS 434-688-0609 d/omas@ldomaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. 72" MAX FRAME WIDTH 72" MAX. FRAME WIDTH �I MAX O.C. �I 1" MAX 6" MAX. MAX OD.C. 6" MAX. 1" MAX I 6"MAX. 1 o.. MAX MAX O.C. / / O.C. 72" � 72" 6 MAX / MAX.FRAME FRAME / HEIGHT / HEIGHT SIGNATURE/VIWINCO IMPACT FIXED SIGNATURENIWINCO IMPACT FIXED EXTERIOR VIEW EXTERIOR VIEW FRAME FIN INSTALLATION FLUSH INSTALLATION DESIGN PRESSURE RATING IMPACT RATING LARGE AND SMALL SIGNED: 1212312020 ±55.OPSF MISSILE IMPACT VIWINCO INC. MISSILE LEVEL D,WIND N 72"X72'UIT SHOWN,OTHER SIZSAPPROVED AS MORGANTOWNO R PA 19543 \vJ\S�GENS giS1�'� LONG AS FRAME AREA DOES NOT EXCEED 36 FTz \' F SIGNATURE/VIWINCO IMPACT FIXED _*•41, D 6 yt= WINDOW _9` EELEVATIONS q] AT NOTES: 1. D.L.O.:661/2'X661/2" DRAWN: DWG NO. REV �i3O'��s'c<pRM GO�� A.S. . GATE 08 s01472 B NTS 03/05/12 2 OF 6 L ROBERTO LOMAS P.E. L01S R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688-0609 rllomas@1rfomasp9.wm PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 1 REV DESCRIPTION DATE APPROVED 1 8915 FRAME Deceuninck PVC A REVISED PER NEW CODE 12/04/14 R.L. 2 5846 GLAZING BEAD Deceuninck PVC ❑ INTERIOR ❑ B REVISED PER NEW TESTING 11/24/2020 R.L. 3 7940 WEEP HOLE COVER Ashland PVC 4 7240T SETTING BLOCKS TB Philly VINYL 5 3462 SILICONE DOW (TB PHILLY) SILICONE D EXTERIOR -10 HORIZONTAL SECTION EXTERIOR INTERIOR 15/16" 1/8" ANN. 5 2 .100" SG BY KURARAY 1/8" ANN. 1/8" TEMP. EXTERIOR REINFORCED BUTYL 'i SPACER SYSTEM 4 1/2" BITE INTERIOR STRUCTURAL SEALANT DOW INSTAGLAZE SETTING BLOCK 3 � � 1 GLAZING DETAIL VERTICAL SECTION 4 t/1 s" SIGNED: 12/23/2020 OPTIONAL FIN FRAME W 851 HEMLOCK RD \��\\\S R I'L07/�� 4 1/t6" a MORGANTOWN, PA 19543 `��•��GEN,q SIGN ATURE/VIWINCO IMPACT FIXED _*• 0 5 ••* / WINDOW -fl "`^E pj � L c 4 1 t6" CROSS SECTIONS / / %70, TAT 0 F 2 13 16' D,p••,o El 7 $' DRAWN: DWG NO. REV /�i�s �--� �- 11/16.. �a SCALE NTS DATE 03/O5/12 08 sOEET32 OF 6 B //�Y�/j0NAL1,N\\\\�\ Glazing Bead Frame Frame(Nailing Fin) L R06ERTO LOMAS P.E. VINYL PVC.061 THICK VINYL PVC.078 THICK VINYL PVC.078 THICK 1432 WOODFORD R0 LEWISVILLE,NC 27023 Luis R. Lomas P.E. 434-688-0609 dlomasgIrlamaspe.com FL No.: 62514 1/2" MIN. REVISIONS EDGE DISTANCE 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE WOOD FRAMING METAL A REVISED PER NEW CODE 12/04/14 R.L. OR 2X BUCK STRUCTURE B REVISED PER NEW TESTING 11/24/2020 R.L. BY OTHERS 1 1/4" MIN. BY OTHERS EMBEDMENT APPROVED a ❑ 1 4" MAX. APPROVED ❑ SEALANT / SEALANT 14' MAX. SHIM SPACE � SHIM SPACE #10 WOOD NOTES: SCREW INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN FOR CLARITY. #10 SMS OR SELF DRILLING EXTERIOR INTERIOR SCREW EXTERIOR INTERIOR #10 WOOD SCREW #10 SMS OR SELF DRILLING SCREW APPROVED APPROVED SEALANT 1/4" MAX. SEALANT SHIM SPACE 1/4" MAX. 0 I SHIM SPACE WOOD FRAMING — 1/ METAL OR 2X BUCK 1 1/4" MIN. STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 1 f^� 1/2" MIN EDGE DISTANCE 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 1/4" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT SHIM SPACE SHIM SPACE I 1/2" MIN. ❑ 1/2" MIN. ❑ EDGE EDGE DISTANCE SIGNED: 1212312020 DISTANCE INTERIOR INTERIOR VIW I N C O INC. ��t 1 r i r rlllii 851 HEMLOCK RD \\`�\S R �D�11///// #10 SMS OR Q #10 WOODSCREW MORGANTOWN, PA 19543 `�v• GENq 9p JDF- Sl SELF DRILLING O� SIGNATURE/VIWINCO IMPACT FIXED =*• 0 g eil •• k SCREWS u r WINDOW _p WOOD FRAMING C— METAL OR 2X BUCK INSTALLATION DETAILS - , TAT OF [r✓` STRUCTURE ` BY OTHERS EXTERIOR DRAWN: DWG NO. REV i�'O••'cC �� BY OTHERS EXTERIOR APPROVED APPROVED A.S. 08 01 72 B // NAL,��\\`\ SEALANT SEALANT SCANTS DATE 03/05/12 S 4 OF 6 1111 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROBERTOEOMVILLE,NC Luis R. Lomas P.E. 1434 WOO-0609 ROLEWISVImasp9.27G23 FL No.: 62514 METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 434-888-0609 A/omas�vlAomaspe.com Ar 2° MIN. —�{ REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY _ I A REVISED PER NEW CODE 12/04/14 R.L. BY OTHERS ° 4.• a B REVISED PER NEW TESTING 11/24/2020 R.L. 1 1/4" MIN. OPTIONAL IX BUCK ° °a. °'a' •' EMBEDMENT TO BE PROPERLY 1 1/4" MIN. SECURED EMBEDMENT SEE NOTE 3 SHEET 1 = CONCRETE/MASONRY O O BY OTHERS a> APPROVED SEALANT 1/4" MAX. OPTIONAL 1X BUCK v 1/4" MAX. SHIM SPACE TO BE PROPERLY e° SHIM SPACE SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16° TAPCON o o4�NTERIORJ EXTERIOR INTERIOR 3/16 TAPCON MIN.EDGEAPPROVEDDISTANCE SEALANTOR OPTIONAL 1X BUCK 1/4" MAX. TO BE PROPERLY a SHIM SPACE SEALANT SECURED JAMB INSTALLATION DETAIL SEE NOTE 3 SHEET 1 CONCRETEMASONRYINSTALLATION CONCRETE/MASONRY BY OTHERS ° a ° 1 1/4" MIN. a EMBEDMENT NOTE., INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT 2" MIN. SHOWN FOR CLARITY.EDGE DISTANCE SIGNED: 1212312020 VIINCO INC. VERTICAL S SECTION 851 HEMLCK CONCCRETE/M SOORYINSTALLATION MORGANTOWN OPA 1R9543 �` S�GENS''�.gSi�i� SIGNATURE/VIWINCO IMPACT FIXED _*• g ic= WINDOW INSTALLATION DETAILS ��o, OF • DRAWN: DWG N0. REV ��F•'.CQRIDv, SCALE NTS DATE 03 ET /OS/12 08 sOE52 OF 6 B ///;ssj0NAL1S�G`�\ L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllamas@klnmaspe.wm 41 REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" MIN. A REVISED PER NEW CODE 12/04/14 R.L. EMBEDMENT B REVISED PER NEW TESTING 11/24/2020 R.L. #a wooD wooD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE 1/4" MAX WOOD FRAMING � SHIM SPACE BY OTHERS Q� #8 WOOD SCREW Q El 1 1/4" INTERIOR MIN. EXTERIOR INTERIOR EMBEDMENT T-- UlDr- Q O� 7/16"M I N EDGE DISTANCE EXTERIOR 0 1/4" MAX JAMB INSTALLATION DETAIL 0 SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION 7/16" MIN EDGE DISTANCE #8 WOOD WOOD NOTE. SCREW FRAMING INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT EMBEDMENT MENT 1 MIN. BY OTHERS SHOWN FOR CLARITY. SIGNED: 1212312020 VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK/NSTALLATION WINCO INC. HEM HEMLOCK RD J S�RIILp 851 Zi MORGANTOWN, PA 19543 `�•.��trElVS�9� SIGNATURE/VIWINCO IMPACT FIXED =*• 0�g951 WINDOW _•o � r INSTALLATION DETAILS �gl, TAT OF • DRAWN: OWC N0. REV ��'�F•';C0R1DV- sca E NTS DATE 03/OS/12 09 SHEET 62 OF 6 B '//7s6/0NAI`E\G�\\ • L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 Alomas@Irlomaspe.rom