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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 h 'win' 1�1I 11 5q- az x IN y� 'rda D'_p43"mn'c{ BCIS Home ( Log In : User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links Search 1 BusineJ {( Product Approval IL � Professi 'na USER:Public User S�g�'�tion Product Approval Menu>Product or ADDIICatl0n Search>Application List>Application Detail FL# F 14608 R Application Type Code Version 1 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 Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road Ft. Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 5/18/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 07/31/2014 Date Validated 08/05/2014 Date Pending FBC Approval Date Approved 08/07/2014 Summary of Products FL# Model,Number or Name Description 14608.1 Series"1000"Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI.1.4606 R3 C CAC NI0061.22.01-R2-sianed.odf Approved for use outside HVHZ:Yes FL14608 R3 C CAC N1006122.02.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+130.0/-130.0 12/31/2015 Other:Configuration: O Max. Frame Size: W-60"H-48" Installation Instructions Max. DLO Size: W-56"H-47"Glazing: 3/16"Monolithic or FL14608 R3 II 08-02393.odf I.G.Tempered Glass Verified By: Luis R. Lomas,P.E. Florida P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R3 AE 513166.odf Created by Independent Third Party:Yes 14608.2 Series"1500"Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F-1.1.4608 R3 C CAC N10061.76.01-RI..odf Approved for use outside HVHZ:Yes FL14608 R3 C CAC NI006176.04.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+125.0/-125.0 04/30/2015 Other:Configuration: O Max. Frame Size: W-96"H-48" Installation Instructions Glazing: Monolithic or I.G.Tempered Glass FL14608 R3 II 08-02394.odf Verified By: Luis R. Lomas,P.E.Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R3 AE S13167.odf Created by Independent Third Party:Yes 14608.3 Series"FWI 2000"Aluminum Fixed Window Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R3 C CAC NI009023.01-R2-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2016 Design Pressure:+90/-90 Installation Instructions Other:Configuration: O Max. Frame Size: W-144"H-48" FL14608 R3 11 08-02395.odf Glazing: Laminate-3/16"Heat Strengthened Glass/0.100" Verified By: Luis R. Lomas,P.E.Florida P.E. 62514 Solutia/3/16"Heat Strengthened Glass,Interlayer approved Created by Independent Third Party:Yes under NOA 12-1231.09 Evaluation Reports FL14608 R3 AE S13168.odf FL14608 R3 AE NOA 12-1231.09.odf Created by Independent Third Party:Yes 14608.4 Series 1436 Vinyl Fixed Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 R3 C CAC NI010609-R1-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2019 Design Pressure: +80/-80 Installation Instructions Other:Configuration: 0 Max. Frame Size: W-71.5'H-71.5' FL14608 R3 II 08-00557B.odf Max. DLO Size: W-66.88"H-66.88"Glazing: I.G.5/16" Verified By: Luis R. Lomas,P.E. Florida P.E.62514 Annealed Glass Created by Independent Third Party:Yes Evaluation Reports FI-14608 R3 AE 510946.Ddf Created by Independent Third Party: Yes 14608.5 Series 1446 Vinyl Fixed Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14�08 R3 C CAC NI010609.01 R1 sned,oclf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2019 Design Pressure:+80/-80 Installation Instructions Other:Configuration: 0 Max. Frame Size: W-74.5'H-72" FL14608 R3 II 08-00559B.odf Max. DLO Size: W-69.5'H-66.88"Glazing: I.G.5/16" Verified By: Luis R.Lomas,P.E. Florida P.E.62514 Annealed Glass Created by Independent Third Party:Yes Evaluation Reports http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 5/18/2015 Florida Building Code Online Page 3 of 3 FL14608 R3 AE 510948A.pdf Created by Independent Third Party:Yes 14608.6 Series 2456 Vinyl Impact Rated Fixed Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No Ft-14608 R3 C CAC N1010610.PDF Approved for use outside HVHZ:Yes FLIALQ8 R3 C CAC NI010656-R1-signg.dpdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 06/30/2015 Other:Configuration: O Max. Frame Size: W-64"H-84" Installation Instructions Max. DLO Size: W-58.5"H-79"Glazing: 1-1/4"Overall FL14608 R3 II 08-00563B.Ddf Laminated I.G.-3/16"Annealed Glass/Laminate-3/16" Verified By: Luis R. Lomas,P.E. Florida P.E.62514 Annealed Glass/0.075"Solutia Sea Storm Interlayer/3/16" Created by Independent Third Party:Yes Annealed Glass Evaluation Reports FL14608 R3 AE 510952.1)df Created by Independent Third Party: Yes 14608.7 Series 2466 Vinyl Impact Rated Fixed Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14608 R3 C CAC N1010610.01.PDF Approved for use outs' a HVHZ:Yes FL14608 R3 C CAC N1010656.01-R1-siyned.odf Impact Resist :Y s Quality Assurance Contract Expiration Date Design Press re:+60/-60 06/30/2015 Other:Configu x. Frame Size: W-64"H-84" Installation Instructions Max. DLO Size: W-58.5"H-79"Glazing: 1-1/4"Overall FL14608 R3 II 08-00565B.ndf Laminated I.G.-3/16"Annealed Glass/Laminate-3/16" Verified By: Luis R. Lomas,P.E. Florida P.E.62514 Annealed Glass/0.075"Solutia Sea Storm Interlayer/3/16" Created by Independent Third Party:Yes Annealed Glass Evaluation Reports FL14608 R3 AE 510954A.Ddf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: W ROM 99 M sccurlt'Af l.S7itC http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 5/18/2015 REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. 6 UPDATED PER NEW CERTIFICATION 06/26/14 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. 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 INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD—ON FLANGE. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY 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 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. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 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:06/30/2014 FASTERNARCRITECTURAL SYSTEMS 1 ■~ Easton t00JD UAVgRN ERN ROnOSIONETAL SYPPLY `,�1p'I FORT MYERS.FLORIDA 39913 \ •S,\{{^�`C N8� BOW)3-tW \ V G � TABLE OF CONTENTS 2466 PICTURE WINDOW —*• Dy6�25t *= 64 x 84 _ ( SHEET NO. DESCRIPTION NOTES �� 'wz ��, tar of 1 NOTES DRAWN: DWG NO. REV 2 ELEVATION 3 — 4 INSTALLATION DETAILS AAM 08 NTS DATE 7/29/08 SHEET 1 OF 4 B REVISIONS REV DESCRIPTION DATE APPROVED 64" MAX FRAME WIDTH A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. 10 B UPDATED PER NEW CERTIFICATION 06/26/14 R.L. 6" MAX. MAX.1 D.C. 6" MAX. 6" MAX. 9" MAX. O.C. 1 \\ 3/16" ANN .075" SEASTORM BY SOLUTIA 3/16" ANN 3/16" ANN 84" SIKAFLEX 552 78 7/8 MAX ALUMINUM MAX FRAME BOX'SPACER D.L.O. HEIGHT SYSTEM 1/2" BITE SETTING BLOCK GLAZING DETAIL 1 s" MAX. 58 7/8" MAX. D.L.O. 2466 PICTURE WINDOW �czr=R+er�v DESIGN PRESSURE RATING IMPACT RATING 1 Eastern EASIERNTCRAL SYSJEMS \ tr IIL/p // LARGE AND SMALL �a~-// FASTADMSI ON ERNMETP1bYPPLY \\�,� I�/// +60.OPSF MISSILE IMPACT ■ l� M ioa MYERS.FWROAJ]91] 2466 PICTURE WINDOW =*• 0 64 x ELEVATION AND GLAZING DETAIL TATE OF DRAWN: DWG NO. REV AAM NTS DATE 7/29/08 08 5005250E 4 B _ 1/2•• MIN. REVISIONS ^� EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. OR 2X BUCK STRUCTURE B UPDATED PER NEW CERTIFICATION 06/26/14 R.L. BY OTHERS 1 1/4" MIN. BY OTHERS EMBEDMENT , 1/4" MAX. SHIM SPACE APPROVED 0 APPROVED INTERIOR SEALANT APPROVED SEALANT 1/4" MAX. SHIM SPACE � SHIM SPACE #10 WOOD SCREW #10 SMS OR #10 SMS OR SELF DRILLING SELF DRILLING SCREWS SCREW METAL STRUCTURE BY OTHERS APPROVED EXTERIOR EALANT JAMB IN ETAIL MET UR TALLATION EXTERIOR INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE EXTERIOR INTERIOR 1/2" MIN. EDGE,DISTANCE INTERIOR 0 0 #1D WOOD #10 WOOD #10 SMS OR SCREW SCREW SELF DRILLING SCREW C� APPROVED APPROVED WOOD FRAMING SEALANT 1/4" MAX. SEALANT OR 2X BUCK EXTERIOR SHIM SPACE 1/4" MAX. BY OTHERS \ O SHIM SPACE ` APPROVED WOOD FRAMING 1 1/4' MIN. METAL SEALANT OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION VERTIC CSVJ ECTION EASTERNMC-URALSYSTEMS 1 I I WOOD FRAMING OR 2X BUCK INSTALLATION MFM�A UC E INSTALLATION :p— ITERN MIEZ OF SVPRv \��\S�R• 'L/phi/�� Eastern ..�u.nu..0 1..,. IIIBAVARIAROAo FORT WEBS,FLORIDA]]BI] ` •��O E N 3F.d+�i _n`iwy,......�.w...............>•a..o... BOD-1]33Nt ��• 2466 PICTURE WINDOW =*• 0, NOTES: 61251 = x 7.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 64 84 may• $ NOT SHOWN FOR CLARITY. INSTALLATION DETAILS l�0, TAT OF2.PERIMETER AND JOINT SEALANT BY tum DESIGNED IN ACCORDANCE WITH ASTM E2E 2S TO BE DRAWN: owc N0. REV �i��'"Fs pRVDA. scAM NTS DATE 7/29/08 08 5005350E 4 B ///iS�11NAL10-��`� 2 1/2" MIN. -�I REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY I A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. BY OTHERS 8 UPDATED PER NEW CERTIFICATION 06/26/14 R.L. N ° ° ° 1 1/4" MIN. OPTIONAL 1X BUCK ° e ° G EMBEDMENT SEE NOTES 3-7 SHEET 1 1 MIN. EMBEDMENT CONCRETE/MASONRY / BY OTHERS APPROVED J1/4" MAX. SEALANT 1/4" MAX. OPTIONAL 1X BUCK e. v SHIM SPACE SEE NOTES 3-7 SHEET 1 SHIM SPACE 3/16" TAPCON 3/16" TAPCON INTERIOR o°v 2 1/2" EXTERIOR INTERIOR MIN. ° EDGE DISTANCE v O EXTERIOR \— APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION APPROVED O 3/16" TAPCON SEALANT NOTES: 7.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1X BUCK r S1 IM SPACE NOT SHOWN FOR CLARITY. SEE NOTES 3-7 SHEET 1 + 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE _ DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY ' BY OTHERS ° , °a < � 1 1/4" MIN. EAs*EAR RNcwTE EMBEDMENT cruRAL srsTErns ��►� ADMSIONOF ��lil l I1!!! n° " ° ° tEastern EASTERN LIETAL SYPPLY \\\\` R, id/li�� ` ° ■ !�A Irow RAVARMROAo �\\JCC: /.'C d 1 ,........�w,...............o...v... FORT WERS.FLORIDA-3 `�••��\j E 1 BObJ3ldt01 2466 PICTURE WINDOW *•{//�;(j�o,�Si2S1 *= 2 1/2" MIN. LA x 84 ±� S((A Wf�` EDGE DISTANCE '4 E VERTICAL CROSS SECTION INSTALLATION DETAILS i0• TAT OF CONCRETE/MASONRY INSTALLATION DRAWN: DWG N0. REV ��'PF�:h<ORtOP G.0, Alk $AILE DATE 08 500565 B NTS 7/29/08 4 OF 4