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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvKmQdloUtQt... Business & Professional Reciulation i 1 .' i 1 l i lila 1 ') • • / BCIS Home I Log In ( User Registration Hot Topics I Submit surcharge Stats&Facts Publications I Contact Us I BCIS site Map Links I search i a ":' Product Approval ® USER: Public User dbpr Fc�tm Product Approval Menu>Product or Application Search>Application List>Application Detail F.L—# FL15575=R8 Application Type Revision Code Version 2017 Application Status Applied For Comments RECEIVE® Archived FEB 15 2019 Product Manufacturer Viwinco Inc. ST. Lucie County, Wnllttlhg Address/Phone/Email P.O. Box 499 Morgantown, PA 19543 (610) 286-8884 skevgas@viwinco.com Authorized Signature Kevgas Scott skevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown, PA 19543 (610) 286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt 1 of 5 2/15/2019, 10:55 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... Address/Phone/Email 851 hemlock road morgantown, PA 19543 (610) 286-8884 khammerschmidt@viwinco.com Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/29/2018 Date Validated 2 of 5 2/15/2019, 10:55 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... Summary of Products FL # Model, Number or Name Description 15575.1 Oceanview Impact Double Hung Oceanview Impact Double Hung 36" x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15575 R8 C CAC 464-225.pdf Approved for use outside HVHZ: Yes FL15575 R8 C CAC 464-406.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-70 07/19/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15575 R8 II FL15575 R5 II 08-01480B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL15575 R8 AE FL15575 R5 AE 512104B.pdf Created by Independent Third Party: Yes 15575.2 Oceanview Impact Double Hung Oceanview Impact Double Hung Window - 48" x 80" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15575 R8 C CAC 464-241.pdf Approved for use outside HVHZ: Yes FL15575 R8 C CAC 464-498.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50.0/-50.0 05/12/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15575 R8 II 08-03031.1df Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL15575 R8 AE 513902 .pdf Created by Independent Third Party: Yes 15575.3 Oceanview Impact Double Hung Oceanview Impact Double Hung Window - 36" x 66" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15575 R8 C CAC 464-144.pdf Approved for use outside HVHZ: Yes FL15575 R8 C CAC 464-207.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/10/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15575 R8 II 08-01477B.pdf 3 of 5 2/15/2019, 10:55 AM L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 512096A 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Viwinco, Inc. Morgantown Business Park P.O. Box 499 Morgantown,PA 19543 Product Liner 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 A, prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI-76362.01-10947 signed by Michael D.Stremmel, P.E. 3. Architectural Testing Inc.,York, PA. AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: ±50.Opsf Water penetration resistance 9.2psf 4. Report No.:ATI-75251.01-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing Inc.,York, PA ASTM E1886-02 and ASTM E1996-02 ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test,±50.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: ±50.Opsf • Maximum unit size: 72"x 72" • Units must be glazed per ASTM El 300-04,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 bome debris regions, up to wind zone 3. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-01472 Revision A. 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). `oII� J�• • ' sal (P ' ' • :�q % .0. ; � TATE OF tri 0'�••,'cIORIOP.• 1 of 1 Luis R.Lomas, P.E. FL No.:62514 12/09/2014 REVISIONS REV DESCRIPTION DATE 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 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 1/4" 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. 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. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17• FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE-MATERIAL. 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. 19• INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY R MANUFACTUUR BE 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: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO 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 Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, 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:03/08/2017 PI o I NCO BOX 499 \`\\JAS\011111 II0.1/1/1'v MORGANTOWN, PA 19543 `�,,•�\GEN3FgcP% OCEANVIEW IMPACT DOUBLE HUNG WINDOW _*• p, bt *= NOTES �-o TAT OF TABLE OF CONTENTS Daawrv: Dwc N0. REV %'PFS �OR10P•G\�� SHEET N0. DESCRIPTION R.S. DATE 08-03031 — */�S/ONA 11E?O\\ 1 NOTES NTS 03/07/2017 1 OF 6 2 ELEVATIONS AND GLAZING DETAIL L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 3 — 6 INSTALLATION DETAILS 434-688-0609 rllomas@lilomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 48" MAX FRAME WIDTH 48" MAX FRAME WIDTH 12 6,. MAX. 12" 6., M MAX. O.C. MAX O.C. 6" MAX. 5" MAX T- 7/8" 1/8" ANN. X .090" SG BY KURARAY / X 12" 12 O � 1/8" TEMP. 1/8" ANN. / MAX 0. MAX O.C. / nDESSICANT FILLED VSTAINLESS STEEL SPACER(SU—D) 80" 80„ MAX. MAX EXTERIOR INTERIOR FRAME FRAME HEIGHT HEIGHT 1/2" BITE Q 4 SETTING BLOCK STRUCTURAL SEALANT DOW INSTAGLAZE GLAZING DETAIL NOTES: 1. MAXIMUM SASH SIZE:43 314"X39 5/8" OCEANVIEW IMPACT DOUBLE HUNG WINDOW OCEANVIEW IMPACT DOUBLE HUNG WINDOW 2. MAXIMUM D.L.O.:40 1/4"X36" EXTERIOR VIEW EXTERIOR VIEW FRAME FLUSH INSTALLATION FIN INSTALLATION SIGNED:03/08/2017 DESIGN PRESSURE RATING IMPACT RATING +50PSF ARGEASSILENDSMALL PI . BOOX 499 � ENo�l,9�i�� MPACT MORGANTOWN, PA 19543 `v, \G SF,,P MISSILE LEVEL D,WIND ZONE 3 OCEANVIEW IMPACT DOUBLE HUNG WINDOW =*• 0S125/lr ELEVATIONS AND GLAZING DETAIL ��0, TATEE OF 0NALO A (2)METAL SWEEP LOCK WITH ADJACENT KEEPERS SCHEDULE NOR MEETING RAIL,12"FROM EACH END R.S.EN. DATE DWG No. 08-03031sREV �C•SS�O ��aG\Z'\�- B. (4)VINYL TILT LATCH AT EACH END OF EXTERIOR SASH TOP RAIL AND INTERIOR MEETING RAIL NTS 0307/201 7 32 OF 6 I II I 1 C. (4)METAL PIVOT BARS AT EACH END OF INTERIOR SASH BOTTOM RAIL AND EXTERIOR MEETING RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. D. (2)NIGHT LATCH AT EXTERIOR SASH STILES,3"ABOVE MEETING RAIL 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.• 62514 E. (2)CONSTANT FORCE BALANCE AT EACH JAMB 434-688-0609 dlomas@ldomaspe.com ' REVISIONS _ 1/2° MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT D O APPROVED SEALANT SHIM SPACE 1 1/4° MIN. 1/4" MAX. O EMBEDMENT f SHIM SPACE #10 WOOD i INTERIOR SCREW O1/2" MIN. ED ��f I GE DISTANCE �nnnJ m o - ao #10 WOOD u(�o SCREW o D r9MKo WOOD FRAMING p EXTERIOR a INTERIOR OR 2X BUCK BY OTHERS 0 APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED NOTES: SEALANT a ❑ 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. EZI 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:03/08/2017 OR 2X BUCK BY OTHERS PIO. CO INC.BOX 499 `��`J�5 R'1.1�/o MORGANTOWN, PA 19543 `�r,•��+EMSF,cf1'r� OCEANVIEW IMPACT DOUBLE HUNG WINDOW =*4"TAYrOF 0, 261//x1'' 48" X 80"D �:-INSTALLATION DETAILS ��6 �O. VERTICAL CROSS SECTION DRAWN: Dwc No. REV /FS. 0RIVt WOOD FRAMING OR 2X BUCK INSTALLA TION R.S. DArE 08 503031 - A1��?�\\� NTS 03/07/2017 3 OF 6 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 rl/omas@lrlomaspe.com REVISIONS 3/4" MIN REV DESCRIPTION DATE APPROVED METAL EDGE DISTANCE STRUCTURE BY OTHERS y00 APPROVED 1/4" MAX. SEALANT SHIM SPACE a� 1/4" MAX. #10 SMS OR SHIM SPACE SELF DRILLING INTERIOR SCREW ^ 3/4" MIN. C,D�u>nl EDGE DISTANCE o 0 � o EXTERIOR a INTERIOR #10 SMS OR O�� SELF DRILLING SCREWS n METAL D lug STRUCTURE p BY OTHERS O APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTURE INSTALLATION IN A BED OF APPROVED SEALANT APPROVED SEALANT �o 1 MAX. NOTES: SHIMIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:03/08/2017 PI oINBOoX 499 �� \5 1R II'l10� i� VERTICAL CROSS SECTION MORGANTOWN, PA 19543 v,•v�6ENS�;9cP METAL STRUCTURE INSTALLATIONOCEANVIEW IMPACT DOUBLE HUNG WINDOW *• 0, 48" X 80" C� INSTALLATION DETAILS 710• STAT OF tv� O DRAWN: Owl; No. REV %'c�s.'cCQ,R10Q:G\•�� R.S SCALE NTS DATE 03/07/2017 8 s0 ET04 1 AL OF 6 �74sjIlN1E\\\ L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-688-0609 rllomas@lAomaspe.com Alk 2 1/2" MIN. -+{ REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS G a ° 1 1/4" MIN. OPTIONAL 1X BUCK ° 4 ° EMBEDMENT 1 1/4" MIN. TO BE PROPERLYEMBEDMENT SECURED �_ SEE NOTE 3 SHEET 1 CONCRETE/MASONRY O C3 /4" OTHERS ° ° APPROVED SEALANT 1/4" MAX. OPTIONAL 1X BUCK e 1/4' MAX. SHIM SPACE TO BE PROPERLY SHIM SPACE C3 SECURED SEE NOTE 3 SHEET 1 , 1/4" TAPCON ° 1/4" TAPCON INTERIOR : v 0 ° oho 2 1 EXTERIOR INTERIOR MIN. lug a EDGE DISTANCE ° D APPROVED EXTERIOR SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION APPROVED SEALANT APPROVED SEALANT NOTES: a 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE TO BE PROPERLY ❑ DESIGNED IN ACCORDANCE WITH ASTM E2112 SECURED SIGNED:03/08/2017 SEE NOTE 3 SHEET 1 T OtllII'll// CONCRETE/MASONRY e ° PI OINBOX 499 \\\\\CO INC. �S R',LO "ill �i BY OTHERS ° ° e °a MORGANTOWN, PA 19543 v•�\CE�'S�.9cS�� OCEANVIEW IMPACT DOUBLE HUNG WINDOW 8 ° 48" X 80" ° INSTALLATION DETAILS TAT OF Oma. DRAWN: DWG N0. REV //i�s��Q R�QP VERTICAL CROSS SECTION SRCALE DATE 08-03031 15 - ��i7//ONp410a\\\\ NTS 03/07/2017 5 OF 6 CONCRETE/MASONRY INSTALLATION L.ROBEATO LOMAS P.E. LUIS R. Lomas P.E. _ 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.com 1 1/4" MIN. REVISIONS EMBEDMENT REV DESCRIPTION DATE APPROVED #8 WOOD WOOD SCREW FRAMING BY OTHERS r 1/4" MAX. —1 SHIM SPAC 7/16° MIN E GE DISTANCE 0� WOOD FRAMING -'1 SHIM SPACE aBY OTHERS #8 WOOD SCREW INTERIOR 1 1/4" ❑O� o MIN. INTERIOR EMBEDMENT 0 EXTERIOR T 0 —Me L� O 7/16° MIN EDGE DISTANCE 0 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION a o 0a 1/4" MAX NOTES: 0 SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. —I 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE ipI! I DESIGNED IN ACCORDANCE WITH ASTM E2112 7/16" MIN j SIGNED:03/08/2017 E GE DISTANCE #8 WOOD WOOD JVIWINCO INC. \MING P.O. BOX 499 \N�5 tl�lllip��/i SCREW 1 1/4" MIN. BYAO HERS MORGANTOWN, PA 19543 \w••�6ENS'�98i�� EMBEDMENT F• OCEANVIEW IMPACT DOUBLE HUNG WINDOW *• 0„ 51 VERTICAL CROSS SECTION 48" X 80" -•o+ �_ WOOD FRAMING OR 2X BUCK INSTALLATION FIN INSTALLATION DETAILS ��ao•• TAT OF, DRAWN: DWG N0. REV '�/��s �QR\.. RSCALE DATE 08-03031 — S'�0IVA`1�\��\\ NTS 03/07/2017 6 OF 6 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-688-0609 dtomas@IAomaspe.aom