The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 3 t Yx F 74h ZX'5' itg_y 'fit �' iz c Z BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map links Search Business{,'; �- ProfessionalUSER:PumicAUseeroval _rnd�d_Ac;Zorai_lden,:>Product or.Aeollcation search>Aoolicatior.Lis[>Application Detail FL# L4604- Application Type 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@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 Single 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 littD://www.floridabuildinc.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 2/7/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option A Date Submitted 10/30/2014 Date Validated 06/0512015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name I Description 14604.1 Series 1000 Non Impact Aluminum ! I Series 1000 Non-Impact Aluminum SH SH Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No R3 C C-ArL11Q2_L72,0 -R- Approved for use outside HVHZ.Yes FL14W4 R3 C —i— L_ Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 Other: t Installation Instructions FL14604 R3 11 08-02477-Lie Verified 8y: Luis R.Lomas,P.E.62514 Created by independent Third Party: Yes Evaluation Reports 0 _LZ3 AE L5j_---3?a2 n Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of UseI Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3. C CA(-' N1010607-R2-s!unecLocjf Approved for use outside HVHZ:Yes 1 Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure: +50/-50 Installation Instructions Other:Configuration: DIX Max.Frame Size:W-48"H-72" i FL14,;;'j4 R3 H1 5 Max.Vent Size: W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R. Lomas,P.E. Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL 4604 Series erie�1441 Non-Impact Vinyl Created by independent Third Party:Yes ge 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange I Limits of Use Certification Agency Certificate Approved for use in HVHZ:No Ft4604R3 C CAC N101081-3-R2-siancCLod Approved for use outside HVHZ:Yes 1111 Quality Assurance Contract Expiration Date Impact Resistant:No j 04/30/2020 Design Pressure:+50/-50 I Installation Instructions Other:Configuration: O/X Max,Frame Size: W-54"H-72" fL14604 R3 II 08 00558B.,df Max.Vent Size: W-50,38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.61514 L& Created by Independent Third Party:Yes Evaluation Reports I FL14604 R3 AE 5109476.1xif 1 Created by Independent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH i Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL R3 C CAC N1012S33-RI-sinned.pdr 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" F I 14 r`,Q'i R3 H 08-4 5"i?3 ff 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 F L 146 0,11. UL R3-AE NOA14-_0423�-,.PDF Created by Independent Third Party:Yes 14604.5 j Series 2461 Impact Vinyl SH Flange i Series 2461 Impact Vinyl SH Flange http://www.floridabuildin,(,,.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7b... 2/7/2016 Florida Building Code Online Page 3 of 3 1 Limits of Use Certification Agency Certificate Approved faruse FLI-4604 R3 C CAC NI0!2533.01-R2.pd U H Approved for u e H Z:Yes Quality Assurance Contract Expiration Date d Impact Resis nt:Yes 02/28/2017 -Y ; 1 Design Press Cre.+50/-50 Installation Instructions Other:Configu ' n:LO/X.W,Xame Size:W-54"H-72" FLI 46()4 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 NOA 14-0421.17.PDF Created by Independent Third Party:Yes 14604.6 1 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL_46044 R3 r.__CAC Approved for use outside HVHZ:Yes FL14604 R3 C CAC Impact Resistant:Yes FL14604 R3 C CAC tilt ed.i)ds Design Pressure: N/A C !*..!_14 6 Other:See drawing 08-02476 for design pressures. FL14604 R3 f--CA,--. I Quality Assurance Contract Expiration Date 1 04/30/2016 i Installation Instructions !I0S-Q2476.pdt Verified By: Luis R. Lomas,P.E.Florida P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL, 14604 R3 AE 513232.!_df EL.1�460-LL,_AL' N 140423.16.PD� Created by Independent Third Party;Yes 6acEr! 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 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: za 6a- httn://www.floridabuilding.or(,,/pr/pr app dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7b... 2/7/2016 REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANCE 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 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 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 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 8. 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, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX 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 SEARING 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. 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 INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:03/1112015 g` JIEC{UA•t SYS*E155 \'`t1litt/,// A®� /nreID�n ADNAOIVRIONOf EASE� ■ j/i� II +ti'}:104.tE5 iC nfvE —111 �;� yy �If.A.,,n.,.V•.i`..�n....,sx.,..+ EORT IlVEFS.FL)"1911 .,,ti V EN l /r TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =k• 1 NOTES0yg�51 k= SINGLE HUNG WINDOW - 54" X 72" j/`I' fc SHEET NO. DESCRIPTION �� NOTES - , STAT OF `rL 0�• we, DRAWN: OWO NO. REV I0 RVA � �\ ELEVATION 3 - 5 INSTALLATIONSTALLATION DETAILS SAM 08 NTS DATE 08/20/14 SHEET1 OF 5 B ///�ss�11111to \\ REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANCE 03/04/09 R.L. 53" MAX FRAME WIDTH B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 21" MAX 6" MAX. 6" MAX. ----I'— O.C. ~I I____ { 3/4" 6" MAX. 1/8" ANN .090" PVB { / BY EASTMAN I 1/8" ANN -- — 1/8" ANN J / 12" / ALUMINUM REINFORCED / BUTYL SWIGGLE MAX O.C. SPACER SYSTEM } 72 { MAX 7/16" BITE / FRAME HEIGHT { BACK BEDDING SIKAFLEX 552 3 / X / GLAZING DETAIL "A" / 32 MAX. D.L.O..O. 3/q" 1/8" ANN .090" PVB { BY EASTMAN 6" MAX. 1/8" ANN1/8" ANN { I I f ALUMINUM ME REINFORCED BUTYL.1 BACK BEDDING SPACER SYSTEM SIKAFLEX 552 SERIES 2461 SINGLE HUNG WINDOW a 7/16" BITE EXTERIOR VIEW j ( 48 MAX. D.LO. { DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL "B" #50.OPSF LARGE AND SMALL MISSILE IMPACT SIGNED:0311112015 EACIERr1 nRC111RCt"Rnt SYSIEIAS l ry ADI0�•��`�r� ENI.ICIAESVAVIY \\\� •uxlourresnc vE `\��\ E .•'t.' piii FORT AIYERS.fA)1911 II /�(1 r.•......w....•.•......,..r�..•..... eOfnlli.11U1 =�I•�\y '`Vy�•I SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =*• mo;"7\- *= SINGLE HUNG WINDOW - 54" X 72" asi(leiT �= ELEVATION ��!', DRAWN: DWG 110. REV '/�O�`•s'c<ORI�P G\�\� sc M DATE 08-00564 B �ii7s/ONA-tE�� NTS 08/20/14 2 OF 5 Ar 2 1/2" MIN, REWSIONS EDGE DISTANCE REV DESCRIPTION DATE nPPROVED CONCRETE/MASONRY k A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. BY OTHERS 4 4B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 1 1/4" MIN. OPTIONAL 1X SUCK 4 4 EMBEDMENT SEE NOTES 3 - 7 1 1/4" MIM SHEET 1 EMBEDMENT I CONCRETE/MASONRY O BY OTHERS BACKER ROD 1/4" MAX. & APPROVED OPTIONAL IX SUCK 1/• 75 7 4" MAX. SEALANT SHIM SPACE SEE NOTES SHIM SPACE SHEET, 1 3/16" TAPCON 3/16" TAPCON IN-TERIOR 2 1/2" EXTERIOR O INTERIOR MIN' Da EDGE DISTANCE 0 BACKER ROD EXTERIOR & APPROVED cr.Al ar.er SILL TO BE SET JAMB INSTALLATION DETAIL O ONORETE so" Is LL TIO, IN A BED OF -67 BACKER ROD APPROVED STRUCTURAL CONCRETEIMASONRYIANSTALLATION & APPROVED SEALANT. SEALANT OPTIONAL 1X BUCK1/4" MAX. NOTES: SEE NOTE 3 - 7 El SHIM SPACE /,INTERIOR AND EXTERIOR FINISHES,By OTHERS, SHEET 1 NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE — DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS 4 4 14 SIGNED:0311112015 4e �SIIRN A-MCI—SYSTEMS I n E.,A1�10-1 4 KIM E—Ell--ll 0 4 I pry? 11.2'." SORT MYERS.FL 33912 VERTICAL CROSS SECTION SERIES 2461 VINYL EQUAL LEG FRAME IMPACT CONCRETEIMASONRY INSTALLA TION SINGLE HUNG WINDOW — 54" X 72" =-a INSTALLATION DETAILS TAT E OF 0 DRAWN: DWG NO. REV //) OR 0P` AM -00564 cn NTS E 08/20/14 SHEETS OF 5 11111t,