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Home My WebLink AboutProduct Approval • a acbv i V+ J � 1 FLOR19ADOPARTMENT 9F Requiat ort r " Florida Deparimentq sas Moura ' too In User Replstration FotToplcs.1 Submit surcharge Stats&Facts Publications i FaC Staff BOS Site Mal ` Unks Search Busines //, Profess&��!'I � aero"a' Regulation •,��?+�� Product Aoorovat Menu>Product or Appllwtion Search>Application Us t>Application Detalt FL# FL14604-R3 Application Type Revision Code Version 2014 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 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@eastemmetaI.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J.Hoard Address/Phone/Emall 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetai.com Quality Assurance Representative Address/Phone/Email. Category Windows Subcategory Single Hung 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 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/8/2015 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summa ry of Products Fl.# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use In HVHZ;No FL14604 R3 C CAC NI006177.01-R4-si0ned.pd Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-R2-signed.pd Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 Other: Installation Instructions FL14604 R3 11 08-02477.0 Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513233.pdf Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin I Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1010607-112-sianed.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure.,+50/-50 Installation Instructions Other:Configuration:O/X Max,Frame Size:W-48"H-72' EL14604 R3 ii o8 00556B.pdf Max.Vent Size:W-44.38"H-350 Glazing:3/4'Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.52514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510945.pd Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ.-No FL14604 R3 C CAC N1010813-R2-sioned.pd Approved for use outside HVHZt Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 A Design Pressure:+50/-50 Installation Instructions Othert Configuration: O/X Max.Frame Size:W-54'H-72* FL14604 R3 11 08-005586.pd Max.Vent Size:W-50.38'H-35.13'Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E.Florida P.E.61514 I•G• Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510947A.odf Created by Independent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Series 245I Impact Vinyl SH Nailing Fin I Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1012533-R1-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure.+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R3 H 08-005628.i)d Max.Vent Size;W-44.25'H-35"Glazing, 3/4'Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510951 )df FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes http://Www.floridabuilding.org/pr/pr—alDD—dtl.aspx.?Param--WGEVXQV,ftDqsw8ZVNfe8A7b... 7/7/2015 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI012533.01-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date �( Impact Resistant:Yes 02/28/2017 IYn Design Pressure:+50/-50 Installation Instructions others Configuration: O/X Max.Frame Size:W-541 H-72" FL14604 R3 II 08-00564B.odf d('0 Max.Vent Size:W-50.5"H-35.5'Glazing:3/4"Overall Verified By:Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510953A.Ddf Ft 146004 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes 14604.6 Series FW 11000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R3 C CAC NI009020.01-R2-sioned.odF Approved for use outside HVHZ:Yes FL14604 R3 C CAC NI009020.02-Ri-sianed.pdf Impact Resistants Yes FL14604 R3 C CAC NI009020.03-R2-sianed.pdf Design Pressure:N/A FL14604 R3 C CAC NI010670.01.Odf Other:See drawing 08-02476 for design pressures. FL14604 R3 C CAC NI010670-R1-signed.odf Quality Assurance Contract Expiration Date 04/30/2016 Installation Instructions FL14604 R3 II 08-02476.odf Verified By: Will R.Lomas,P.E,Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513232.p_df FL14604 R3 AE NOA 14-0423.16.PDF FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes Back Next Contact U :;1940 North Monroe,4tnaet.Tallahassee FL 32399 Phone:85D-48M824 The State of Florida Is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::A=slbllftv St3temen ::Refund Statement Under Florida taw,email addresses are public records.It you do not want your e-mail address reused in response to a public-records request,do not send electronic mall to this entity.Instead,ooMact the office by phone or by traditional mall.If-you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(2),Florida Statutes,eRecdve October 1,2012,tib licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communlation 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 an be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick G>:m. Product Approval Axepts: ®®---� M sm-ur'itV.,t:nilrc http://Www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/7/2015 r REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. B REVISED PER NEW CERTIFICATIONS 08/20/14 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. 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2 WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S 114STALLATION 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. _ 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. 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. II. 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 INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH \ SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:03/11/2015 '• `Eastern STERN ARCpRlrtns'Caiiu�S'STENS ��5111 ■ I&WI STERN ME IAI Si'PRV `\\\� R LO WEas FL— *J\•CEN•'�.1 -/- TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT f* 0 5 it= SHEET N0. T DESCRIPTION SINGLE HUNG WINDOW NOTES - 54 X 72" O' TTAtAY OF •�= NOTES Z DRAWN: DWG N0. REV .5 A%, 'c�ORI�Q:•\ \� 2 ELEVATION q,M / S ••. G 3 - 5 INSTALLATION DETAILS SCALE NTS DATE SHEET08/20/14 08 005640E 5 B /��/Sij�NA`l�?\\\� REVISIONS REV DESCRIPTION DATE APPROVED 53" MAX FRAME WIDTH A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 6" MAX. —T 21" MAX O.C. 6" MAX. 6" MAX. 3/4 I / 1/8 ANN .090 PVB BY EASTMAN / 0 Z. 1/8" ANN 1/8" ANN 12 / / ALUMINUM REINFORCED MAX O.C. / BUTYL SWIGGLE _ SPACER SYSTEM T 72" ABITE MAX 7/16k: / FRAME HEIGHT BACK BEDDING / /X� / GLAZING DETAIL A" SIKAFLEX 552 / L , 32 5. lur / MAX. D.L.O. 3/4 1/8" ANN .090" PVB 6" MAX. BY EASTMAN 1/8" ANN 1/8" ANN ' 48 1/8" MAX. D.L.O. I I BUTYLNUM SWIGGLEFORCED BACK BEDDING SPACER SYSTEM SIKAFLEX 552 1 SERIES 2461 SINGLE HUNG WINDOW a 7/76" BITE EXTERIOR VIEW I � I DESIGN PRESSURE RA TING IMPACTRATING GLAZING DETAIL'B" +50.OPSF LARGE AND SMALL MISSILE IMPACT SIGNED:03/11/2015 Eastern EASTERN EHGRTECT�gAE SYSTEuS -I-ESTC _ \\\\`�c �1Lo 1 .-\CEN SERIES 2461 VINYL EQUAL LEG FRAME IMPACT_ =*• 0 5100ir *- SINGLE HUNG WINDOW - 54" X 72" ELEVATION �� ,• TAT OF �1 [A. AWN: DWC N0. REV �"'�F �C0R10Q- °M NTS onrE 08/20/14 08-00564 20F 5 B i��SjaNA11�a\��\ 1/2" MIN. REVISIONS I EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING -� I A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. OR 2X BUCK BY OTHERS 1 3/8" MIN. 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. EMBEDMENT BACKER ROD O 1/4' MAX. & APPROVED SHIM SPACE SEALANT #10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE #10 7-/ O INTERIOR SCREW p WOOD FRAMING EXTERIOR 0 OR 2X BUCK ° D Q BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL ( SILL TO BE SET WOOD FRAMING OR2X BUCK INSTALLA TION )S �. IN A BED OF / 'APPROVED STRUCTURAL SEALANT. BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED:03/11/2015 EASTERN APC"rtECIUNAI SYSrEuS WOOD FRAMING OR 2X BUCK INSTALLATION �� °"`°Ns'rroT.r \\\�0111111/// `1 R I IL O///// Eastern S pl NOTES: SERIES 2461 VINYL EOUAL LEG FRAME IMPACT *• 0X51 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SINGLE HUNG WINDOW - 54" X 72" _,fl ( �` NOT SHOWN FOR CLARITY INSTALLATION DETAILS 1, TAT OF 2.PERIMETER AND JOINT SEALANTBY OTHERS TO BE DRAWN: DWD NO. REV i0 'cCOR1OP-•*�� DESIGNEDINACCORDANCEWITHASTME2112 RAA. 08-00564 E /�SS%•' SCALE NTS DATE 08/20/14 SHEET OF 5 ///TLO111A111��\\\ REVISIONS 3/4" MIN. REV DESCRIPTION DATE APPROVED METAL EDGE DISTANCE A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. STRUCTURE 1/4" MAX. 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. BY OTHERS SHIM SPACE APPROVED SEALANT 1/4" MAX. SHIM SPACE INTERIOR 3/4" MIN. F #10 SMS OR EDGE DISTANCE SELF DRILLING SCREW I am #10 SMS OR SELF DRILLING SCREWS C3 METAL STRUCTURE EXTERIOR INTERIOR BY OTHERS i!R EXTERIOR BACKER ROD & APPROVED. 0 SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT. APPROVED o 1/4" MAX. SEALANT SHIM SPACE n*r-C METAL-16�" STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:0311112015 EASTERN-RECTURA MMMS PIREastern %I R111\' L 0 I ,N, F N SERIES 2461 VINYL EQUAL LEG FRAME IMPACT 0 NOTES: SINGLE HUNG WINDOW - 54" X 72" INSTALLATION DETAILS OP I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OF NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE REV DRAWN: DwG ND. OR" DESIGNED INACCORDANCE WITHASTM E21 72 A.M 08-00564 E1�08/20/14 4 OF 5 2 112- MIM REVISIONS EDGE DISTANCE REV DESCRIPItOm DATE APPROVED CONCRETE/MASONRY A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. By OTHERS n a 6 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 4 1 1/4- MIN. OPTIO14AL IX BUCK 14 EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET 1 CONCRETE/MASONRY BY OTHERS BACKER ROD1/4- 1/4" MAX & APPROVED MAX. OPTIONAL IX BUCK . E SEALANT SHIM SPACE SEE NOTES 3 - 7 SHIM SPACE SHEET 1 • 3/16" TAPCON 3/16" TAPCON INTERIOR @a3 2 112- MIN. C3 EXTERIOR INTERIOR EDGE D A IST NCE 0 BACKER ROD EXTERIOR & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETEIMASONRYINSTAUATION BACKER ROD APPROVED STRUCTURAL& APPROVED SEALANT. SEALANT 114- MAX, NOTES: OPTIONAL IX BUCKSHIM SPACE I.INTERIOR AND EXTERfOR FINISHES,BY OTHERS, SEE NOTE 3 - 7 NOT SHOWN FOR CLARITY SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY SIGNED:0311112015 BY OTHERS 14 .1 p f ..TERN IMCTVRU-TEMS 11LI III( rnOrVs- IEMS4e >R. to 4 1-1 DO-- FORT WERS F,�12 Z) SERIES 2461 VINYL EQUAL LEG FRAME IMPACT TAY VERTICAL CROSS SECTION SINGLE HUNG WINDOW - 54" X 72"CONCRETEIMASONRYINSTALLAIION INSTALLATION DETAILS —0 DRAWN: DWG NO. REV- OR%D'i'- A.M 08-00564 B 10,41E 08/20/14 1 S"E"SOF 5 70MAIL FE NTS