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HomeMy WebLinkAbout Product Approval (3) Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications Cont ctVv' � CIS Site Map Links Sea r 04-i Product Approval REVIEWED USER:Public User REVIEWED Q! 1.J Product Approval Meru>Product or Aoulicatior:Search>Aoolicatior.List>Application Detail CODE COMPLIANCE FL FL17547-R5 ST. LU IE C®U Y ' �. SOCC,( �zf Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Viwinco Inc. Address/Phone/Email P.O. Box 499 Morgantown, PA 19543 (610)286-8884 Sbarnes@Viwinco.com Authorized Signature Nathan Krebs nkrebs@viwinco.com Technical Representative Skyler Barnes Address/Phone/Email P.O. Box 499 Morgantown,PA 19543 (610)286-8140 sbarnes@viwinco.com Quality Assurance Representative Nathan Krebs Address/Phone/Email 851 Hemlock Road Morgantown, PA 19543 (610)286-8145 nkrebs@viwinco.com Category Windows Subcategory Awning 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 ASTM E1886 2013 ASTM E1996 2017 Equivalence of Product Standard's Certified By Product Approval Method Method 1 Option A https://w-ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2... 12/20/2021 Florida Building Code Online •Page 2 of 2 Date Submitted 10/06/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/14/2020 .Date Approved 10/22/2020 Summary of Products FL# Model,Number or Name Description 17547.1 S-Series/Oceanview Awning S-Series Awning Non-Impact 60"x 36" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1754-z R5 C CAC_<164=434 C2R2,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:.No 05/23/2022 Design Pressure:+75/-75 Installation Instructions Other:' FL17547 R5 II 60 x 36 Awning dwo 08-02571.pdf Verified By: Luis Roberto Lomas P:E.62514 Created by Independent Third Party:Yes Evaluation Reports FL17547 R5 AE 513350.pdf Created by Independent Third Party:Yes 17547.2 S-Series/Oceanview Awning Oceanview Awning-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17547 R5 C CAC 464-235 C2R2.pdf Approved for use outside HVHZ:Yes FL17547 R5 C CAC 464-457 C2RO.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 05/23/2022 Other: Installation Instructions FL17547 R5 II 08-02Q4j pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL17547 R5 AE 513644.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WA Ed M GreditCard Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2... 12/20/2021 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Nfain St Danville,VA 24541 Report NO.: 513644 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Viwinco, Inc. RECEIVED Morgantown Business Park DEC 10 2021 P.O. Box 499 Morgantown,PA 19543 St.Lucie County Permitting Product Line: Oceanview Awing-Impact 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 08-02845, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:ATI-89909.01-109-47 signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc.,York, PA ASTM El886-05 and ASTM El996-05 ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test, ±50.Opsf design pressure 3. Report No.: B7859.01-10947 signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc.,York, PA AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±70.18psf Water penetration resistance 12.11 psf 4. Anchor calculations, report number 513644-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±50.Opsf • Maximum unit size: 60"x 36" • Units must be glazed per ASTM E1300-04,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 rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02845. 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). O�j . . . 9 *' ' 4541 yk �jo TATE OF y % F . RI'D . ♦ � . �//jAONAI-1E`��� 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 12/09/2015 � I Document Title: Doc No: FIRM B1-43 Impact Performance Rev No: 4 Page: 1 Of: 1 Y `r0, Certification Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 464 - 235 Issue Date: 11/6/2012 Revision Date: 9/30/2020 Expiration Date: 5/23/2022 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 Awning 851 Hemlock Rd, Morgantown Business Par Operator Type: AP Morgantown, PA 19543-0499 Config: H/J/S/AII/Snub, GS-1/4"Ann Lami IG USA Max Width: 60 Max Height: 36 Corresponding Structural CARS: 464-434.0 Referenced Standard: Product Rating: . ASTM E1886-13a/E1996-17 Missile Level D, Wind Zone 3, DP +/-50, 60x36 Qualifying Test Information: Test Report No: ATI-139909.01-109-47/ATI-K0178.01-109-47 Test Report Expiration: 5/23/2022 Authorized Signature: Keystone Certifications, Inc. 2020.09.30 145 Limekiln Rd., Suite 100B New Cumberland, Pennsylvania 17070 10:21 :41 -04'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTON ECERTS.COM my oesceivrww are irvaovm NOTES: 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#8 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. WCOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 76.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16'TAPCONS WITH 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 #8 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. S. 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 PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 5. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,TYPE 1 (OR GREATER). THE ARCHITECT OR ENGINEER OF RECORD. O. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8'THICK MINIMUM 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED.B. 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, SEE SHEET 2 FOR GLASS DETAILS. 13.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 46 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:1111612015 VIINC MORGANTOWN BUSINESSO�PARK, P.O. BOX 499 "�\tL'R!��106j!!�i MORGANTOWN, PA 19543 •�\GEMy�9di S—SERIES AWNING _`*• t' r TABLE OF CONTENTS _bE ;tL1 SHEET N0. DESCRIPTION 60" X 36" — IMPACT �^ NOTES �p• TAT OF 1 NOTES 'o,p••p ow�ma mrs uo, xtv 2 ELEVATION & GLASSiFiP CORIOP•G��� 7 6 INSTALLATION OETAIISDETAILS s''•°NTS °A� 11/73/15 0B 51EET150F fi /!/ljS���1A'IE�\\\` REYmCt6 �v oFs�nox are irrrm•tn 60'MAX. FRAME WIDTH 60' MAX. FRAME WIDTH 3'MAX. 12"MAX. IL MAX. 6'MAX. 16O.MAX 6'MAX. —L 3'MAX. 12'MAX 36, / \ 36' / \ O.C. MAX. / / 12'MAX MAX. HFEIGHT // �� O.C. HFRAM M E.A. MAX. S-SERIES AWNING CAMBRIDGE AWNING EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FRAME INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF LARGE MLSS11EIMPACT MISSILE LEVEL 0,WIND ZONE 3 7/8' NOTES: 3/32'ANN 1/8-TEMP I. MAXIMUM D.LO.: 53 1/2'X 29 1/4" .090"PVB BY DUPONT 2. (2) 1/4-DIAMETER WEEP HOLE LCCATED 3"FROM 3/32'ANN EACH END AT BOTTOM RAIL SIGNED:1111612015 EXTERIOR HARDWARESCHEDULE A. 1 ROTOCRANKOPERAR T ATMID PA OF SILL 1MERIOR MORGANTOWN BUSINESS PARK,•P.O. BOX 499 MORGANTOWN, PA 19543 �G ENS':9in B.(251NG HI EA LE BAR NGE ATTOP OF CH VENT STILE ^ �c- 7/2' BITE L—..i C.(2)LATCH AT...UP FROM SILL OF STILES S—SERIES AWNING _=*• a 5�1�C.cm - 60' X 3fi' — IMPACT !��E D. 2)SNUBBER EIN FROM EACH END OF VENT RAIL =-fl ALUMINUM REINFORCEMENT 1Q'000091)ATTOP RAIL OF VENT ELEVATIONS E. A. TAT OF SETTING BLOCK GLAZING DETAIL N.G.F. ALUMINUM REINFORCEMENT(4220)AT ALL MEMBERS OF VENTo.c 90,Pz p,2� H.ALUMINUM REINFORCEMENT(4 03)A�THEAD,SILLAND IAMBS NTS d`>E 11/13/15 08� 250F 6 ///ASS/�NAt11�?G�\\\ Rfl IONS flEV t16CPoPRON MTE MPROVE➢ 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS •1 3/8"MIN. EMBEDMENT BACKER ROD I 1 3/8"MIN. 1/4' MAX. &APPROVED B 1/4_ MAX. J EMBEDMENT SHIM SPACE SEALANT SHIM SPACE INTERIOR I o 7/16" MIN, #B WOOD SCREW EDGE DISTANCE I #8 WOOD SCREW EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BACKER ROD Q B7 OTHERS &APPROVED EXTERIOR SEALANT µ6 WOOD JAMB INSTALLATION DETAIL BACKER ROD SCREW WOOD FRAMING OR 2X BUCK INSTALLATION &APPROVED fl 1/4"MAX. SEALANT ��SHIM SPACE WOOD FRAMING I 1 3/8^ MIN. OR 2% BUCK BY OTHERS EMBEDMENT I 7/16"MIN EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:1111612015 WOOD FRAMING OR 2X BUCK INSTALLATION VIWINCO, INC. \1111111JjJ7 MORGANTOWN BUSINESS PARK, P.O. BOX 499 �S R• Lp f/ij� MORGANTOWN, PA 19543 r•�\G E+VS�."9tp��_ NOTES: S—SERIES AWNING =*• 0 1 *= 1. fi0CT N INTER/OR AND FINISHES,BYOTHERS, FRAME` X 36" —INSTALLATION IMPA DETAILS NOT SHOWN FORRCLA CLiRlil'. 2 PERIMETER AND JOINT SEALANT BYOTHERS TORE oRAwN; owc ��.P'.F<OR10P' DESIGNED IN ACCORDANCE WITH ASTM E2112 scuE NTS °"� 11/13/15 OB_sIEET3SOF 6 /l7YS��NA 11Ea\\\\ 5/9' MIN. I I EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4'MAX. SHIM SPACE r 1/4" MAX. —� SHIM SPACE APPROVED INTERIOR SEALANT D I ❑ 5/8"MIN. #8 SMS OR EDGE DISTANCE SELF DRILLING SCREW #8 SMS OR SELF ORIWNG SCREWS EXTERIOR INTERIOR METAL BACKER ROD EXTERIOR STRUCTURE &APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION #8 SMS OR BACKER ROD SELF DRILLING &APPROVED 8 SCREW SEALANT 1/4' MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 5/8' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:1111612015 MORGANTOWN ISINr BUSINESS PARK. P.O. BOX 499 MORGANTOWN, PA 19543 `��•�\C ENSF: NOTES: S—SERIES AWNING =*• o i1�t'[o+*= 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 60' X 36" — IMPACT ='a TA'GE aC NOTSHOWNFOR CLARITY. FRAME INSTALLATION DETAILS �p• T OF 2.PERIMETER AND JOINT SEALANT BY DESIGNED IN ACCORDANCE WITH STM E2112 i0 BE N.G. �, wEV ���"tcS F<�RI�p�V\�• scuE NTS °ATE 11/13/15 08 soEET450F fi PEY 06CflIPfION MIE MPflC/m 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS "a' 1 1/4" MIN. ••a 1 1/4"MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET BY OTHERS 1 I CONCRETE/MASONRY OPTIONAL 1X BUCK w. SHIM SPACE BACKER ROD J SEE NOTES 3 — 7 &APPROVED B 1/4"MAX. SHEET 1 SEALANT SHIM SPACE 3/16"TAPCON 3/16"TAPCON INTERIOR 2 1/2 MIN. EXTERIOR INTERIOR EDGE DISTANCE \ `BACKER ROD 2,APPROVED EXTERIOR SEALANT BACKER ROD &APPROVED 16"TAPCON JAMB INSTALLATION DETAIL 3 SEALANT / CONCRETEIMASONRY INSTALLATION B OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 — 7 ❑_[SHIM SPACE SHEET 1 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOTSHOWN FOR CLARITY. BY OTHERS 2.PERIMETER AND JOINTSEALINTBY OTHERS TO BE 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED:11/16/2015 VIWINCO, INC. 2.1/2" MIN. MORGANTOWN BUSINESS PARK, P.O. BOX 499 R 06j7j7� EDGE DISTANCE Q MORGANTOWN, PA 19543 •��GENSF'9�p�%_ VERTICAL CROSS SECTION 5-SERIES AWNING _=ir• o t CONCRETE/MASONRY INSTALL77ON 60" X 36" - IMPACT — •.�iy(rn /T +�_ FRAME INSTALLATION DETAILS $iAT OF DRAWN: owc w. Pf %0-�Ps'cCORfOP•G\�� `NTS w1c I1/13/15 OB'N 550F 6 i�7js7�NA11�a\�`\ PflmONS APPROVED PEV oescwrnau o�1[ uraav© SEALANT BEHIND FIN 1 1/2'MIN. EMBEDMENT WOOD Y6 WOOD FRAMING SCREW BY OTHERS 1/4 MAX. SHIM SPACE 3/8' MIN J EDGE DISTANCE I WOOD FRAMING 1/4' MAX a BY OTHERS I SHIM SPACE ys WOOD CREW INTERIOR SCREW 1 1/2- MIN. EMBEiMENT EXTERIOR INTERIOR o APPROVED SEALANT BEHIND FIN 3 8' MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION a ❑ 1/4 MAX r SHIM SPACE NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 3/8-MIN NOTSHOWNFOR CLARITY, EDGE DISTANCE 2.PERIMETER AND JOINTSEALANT BYOTHERS TO BE #6 W000 W000 DESIGNED 1NACCORDANCE WITH ASTM E2112 SCREW I FRAMING 4 1 1/2' MIN. BY OTHERS APPROVED EMBEDMENT SIGNED:1111612015 SEALANT BEHIND FIN VERTICAL CROSSSECTION VIWINCO, INC. \\\\71AlIIII///� WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499 ���\S R•.Lp Ojl MORGANTOWN, PA 19543 .J•��GENSF'9,p�� S-SERIES AWNING : p I *= fi0' X 36' — IMPACT — C_ FIN INSTALLATION DETAILS ow,xrt owc uo. R! N.G. NTS wre 11/13/15 0B02B45 s" F 6 /i�Fssj�NA11�av\��