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Home My WebLink AboutProduct Approval ME BCIS BCIS Home Log In ) User Registration ; Hot Topics Submit Surcharge Stats&Facts i Publications i FBC Staff I BCIS Site Map Links Search ty►',��; 07,12 duct Approval <(,g; UProSER:Public User L�;hrrixn�;xvy Product Approval Menu>Product or Aoofcation Search>Application List>Application Detail aw FL# FL14604-RS Application Type �=Appr.ved Code Version Application Status *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 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@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 Cn ws Subcategory Hun 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 Equivalence of Product Standards Certified By Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R5 C CAC N1013364.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2018 Design Pressure: +50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-48"H-72" FI_14fiO4 R5 I1 08_0?._9_14.Ddf Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 513739.Ddf Created by Independent Third Party:Yes 14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange tts of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R5 C CAC NI01 3364.03.Ddf Approved foruse VHZ:Yes Quality Assurance Contract Expiration Date Impact Resis t:Yes 09/30/2018 Design Pres re:+50/-50 Installation Instructions Other:O/X Max. W-53 1/8"H-72"Glazing: FL14604 R5 II 08-02915.Ddf 3/4"Overall Laminated IG Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R5 AE 513740.1)df Created by Independent Third Party:Yes 14604.7 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 RS C CAC NI012533.01-R3.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2022 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Vent Size: W-51"H-34.5' F1_14604 R5 II 08-0056411.pdf Glazing: 3/4"Overall Laminated IG Verified By: Luis R.Lomas,P.E.Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 510953A.Ddf FL14604 R5 AE NOA Saflex PVB 15-1201.11.odf Created by Independent Third Party:Yes 14604.8 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1-14604 R5 C CAC N1009020.01.-R2-sianed.Ddf Approved for use outside HVHZ:Yes FL14604 R5 C CAC NI009020.02-R1-signed.odf Impact Resistant:Yes FL14604 R5 C CAC NI009020.03-R2-sioned.pdf Design Pressure: N/A FL14604 RS C CAC NI010670.01-Rl.Ddf Other:See drawing 06-02476 for design pressures. FI..i,4604 RS C CAC NIO].0670-Rl-slOned.pdf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL14604 R5 tI 08-02476.Ddf Verified By: Luis R. Lomas,P.E.Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R5 AE 513232.1)df FL14604 R5 AE NOA 14-0423.16.PDF FL14604 R5 AE NOA S..affgx PVB 15-1201.11.pdf Created by Independent Third Party:Yes Sack 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: -' � hick Credit Card Safe I�II�I llull,lii Iq �!I i!!�� REVISIONSREV DESCRIPTION DATE APPROVED 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 SUBSTPATE 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 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. 1X 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 THAM 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 3,000 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, WITH Frn= 2,000 PSI. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL I8GA (.048"), 33KSI OR ALUMINUM 6063—T5 .048" THICK MANUFACTUP.EP.'S PUBLISHED INSTALLATION INSTRIICTIONS. MINIMUM 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. 11. FRAME MATERIAL: E:TRUDED RIGID PVC. 11. UNITS MUST BE GLA_ED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE x(10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT IidTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:05/25/2016 EASTERN ARONREOTOSYSTEMS t11�IIIIJ `- Eastern DOMM63CA SION SW0.Y \\\�`�\� ■ At.-vv+u n/+ FORT MYERS.FL 33813 J ••/`E N wr.....n nr>•...� ]00]1-]]W `y••�� SF•,s TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT ?*• 0 51 *= SINGLE HUNG WINDOW — 53 1/8" X 72" ,fl' 5 � � SHEET N0. DESCRIPTION NOTES -'qJ TAT OF 1 NOTE., 1 DRAWN: DWG N0. REV �� F�QRIOP•\�\�\ ELEVATION G. onrE08-02915 5 IIISTALLATIOId DETAILS NTS 05/24/16 1 OF 5 REVISIONS 53 1/8" MA,, FRAME WIDTH REV DESCRIPTIO" OPTE PPPROVED 6" MAX. '1" It4.4?' 6" MAX. --T O.C. F-- 6" MAX. / 3/4.. / /8" ANN _ .090" PVB J / O BY EASTMAN 12" / / 1/8" ANN 1/8" ANN MAX O.C. / EXTERIOR ALUMINUM REINFORCED 72" 1 Hill BUTYL SWIGGLE MAX SPACER. SYSTEM FRAME / HEIGHT 5/8" INTERIOR X 61TE / 1q I11111 — BACK BEDDING GLAZING DETAIL TOEMCG 5-900 OR DON! CORNING 995 1 / 6" MAX. SERIES 2461 SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +50.OPSF LARGE AND SMALL MISSILE IMPACT NOTES: 1. MAXIMUM SASH SIZE: 51" X 34 1/2" 2. MAXIMUM D.L.O.: 48 1/8" X 3 5/8" SIGNED:05/25/2016 3. (2) 1" X 1/8" WEEP SLOTS AT 3 1/2" FROM EACH CORNER OF JAMB AND SILL. EASTERN PRGNITECTURAL SYSTEMS R. )IIJ WEasternA—SONEP9TNP SPRY ,..b R. Lolead DOMESTIC AVE�.xsa� �u1-I lt"�w>ANO VIMvI 099-1J]]XN ti�••�� SF"(P i HARDWARE SCHEDULE SERIES 2461 VINYL EQUAL LEG FRAME IMPACT ^-*• p �OF *= A (2)FS-550 SPRING LOADED BALANCE SYSTEM AT EACH JAMB y%' B. (2)METALLIC TILT LATCH SPRING LOADED AT 1112"FROM EACH SASH TOP RAIL SINGLE HUNG WINDOW — 53 1�8�� X 72" � J �� C. (2)ALUMINUM IMPACT CLIP REINFORCEMENT AT I I/2-FROM EACH SASH TOP RAIL ELEVATION "�• TA D. (2)CAST ALUMINUM CAM LOCKS AT 10"FROM EACH JAMB ON SASH TOP RAIL DRAWN: DMG NO. P.EV iO�F• �ORtOP•\��` E. EXTRUDED ALUMINUM REINFORCEMENTATFIXED MEETING RAIL N.G. 08-02915 — ///SS•••••CIG\\\ F. EXTRUDED ALUMINUM REINFORCEMENT AT SASH STILES 8 RAILS I G. (2)METALLIC SILL INTERLOCKS AT FRAME SILL 15"FROM EACH SILL CORNER SCALA NTS enrE 05/24/16 SHEcr 2 OF 5 ��/��NAIt�\`�� REVISIONS 1/2" MIN. EDGE DISTANCE RSv DESCRIPTION DATE APPROVED WOOD FRAMING —� OR 2X BUCK BY OTHERS 1 3/8" MIfJ. EMBEDMENT I�T 1/4- MAX. BACKER ROD L SHIM SPACE & APPROVED SEALANT OAC #10 WOOD SCREW 1 3/8" [Vill,]. 1/4•' MAY, L EMBEDMENT SHIM SPACE INTERIOR 112" MIN. EDGE DISTANCE SM3 a #10 WOOD 0 INTERIOR SCREW \ p a iG �— WOOD FRAMING EXTERIOR nS OR 2X BUCK U II BY OTHERS BACKER ROD EXTERIOR 0 & APPROVED SEALANT ' JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION } SILL TO BE SET IN A BED OF j APPROVED STRUCTURAL SEALANT. BACKER ROD 3 APPROVED I- 1/4" MAX. SEALANT r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS / SIGNED:05/25/2016 VERTICAL CROSS SECTION EASTERN AADMSI TURA SYSTEMS ONOF WOOD FRAMING OR 2X BUCK INSTALLATION Eastern T RN ueFa sna�v \`\5`RI IL/p,/�Jlll ,A...1'.+i.Mwi»•+�.a..:�..�. V-1 FORT MWRS,FIL]391] �\`+` GN •�ff/��( —3222U NOTES: SERIES 2461 VINYL EQUAL LEG FRAME IMPACT ir• 0 �OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SINGLE HUNG WINDOW — 53 1/8" X 72"NOT SHOWN FOR CLARITYINSTALLATION DETAILS � 0 TA 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: 11141-NO. REV �i�O'CN DESIGNED IN ACCORDANCE WITH ASTM E2112 _ NG. 08-02915 x�ii ADATE NTS 05/24/16 3 OF 5