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Home My WebLink AboutProduct Approval (2) Florida Building Code Online FILE COPY Page 1 or L PR 720°6 . ` r, Florida Depa imen-i SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links ! Search . Busines � : Professional aUSER:Product ccUseeroval Regulation Product Approval Menu>Product or Application Search_>Application List>Application Detail �i FL# FL16412-R1 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@eastemmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy].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 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/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pi_app_iitl.aspx?param=wGEVXQwtDgvXaHMwAAy... 4/6/2016 riunua nui,laing uoae unline Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/2612015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/09/2015 Summary of Products FL# i Model,Number or Name Description 16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16412 R1 C CAC N1012195.i)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2018 Design Pressure: N/A Installation Instructions Other:Design Pressures are as follows: Fin Window FL16412 R1 II 08-02538A.od +70.0/-85.Opsf,Flange Window+70.0/-85.Opsf.Maximum Verified By: Louis R.Lomas,P.E.62514 Size: 54"x 77" Created by Independent Third Party:Yes Evaluation Reports FL16412 R1 AE 13-0328 09-COMP.odf FL16412_R1_AE 13-0328.09 DuDont SentryGlas.pdf FL16412 R1 AE 513311A.Ddf FL16412 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16412.2 Series HD2451/Series HD2461 Series HD2451/Serles HD2461 Vinyl Impact Single Hung I Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16412 R1 C CAC N1011536-signed.i)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 09/30/2016 Design Pressure: +65.0/-65.0 Installation Instructions Other; Maximum Size: 44"x 84",Nailing Fin or Flange FL16412 R1 11 08-01933A.pd Frame Verified By: Luis R. Lomas,P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL16412 R1 AE 512641A.Dd FL16412 R1 AE Deceuninck PVC NOA 13-1203.02.PDF FL16412 R1 AE NOA 14-0423.17,PDF Created by Independent Third Party:Yes FB—..-1 Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an ANEE-0 employer.clipyright 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: In W 99 0 sccuritymi ii iL, HEM http://www.floridabuilding.orc,/P r/pr� app dtl.aspx?param=wGEVXQwtDqvXaHHDwAAy... 4/6/2016 21 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/23/15 R.L, NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH t. THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 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 15. FOR FRAME ANCHORING INTO MASONRY/CONCREiF USE 3/16" TAPCONS WITH SUFFICIENT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN M WINDOW UNITS MUST BE 17 FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS ANCHORED THROUGH THE FRAME ACCORDANCE WITH WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 1 8. ALL FASTENERS TO BE CORROSION RESISTANT, 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTION{ AN:: ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MI^iftA1UM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLJSHFD INSTALLATION INSTRUCTIONS. 6. WHERE iX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARAiFD WITH APP4nyrn A. WOOD MINIMUM SPECIFIC GRAVITY OF GNGTH B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3J92 P$!, CUAIING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20,UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9, SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1 L FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, SIGNED 0612412015 EAsreRN ARu.rtECTURALsysYEMs lftttl Eastern OMSxk of st'� off,•,% EASTERN METAL bYM+Iv �f,pOffSTCAv .�3 �\CE ,*q A�•. _oe_._ M••-. Ems;aM.fLORnYxBI) ti v;• Ns SJ � TABLE OF CONTENTS SERIES 176 SH VINYL SINGLE HUNG WINDOW '*+ p gj *=_ SHEET NO. DESCRIPTION IMPACT 54" X 77" � — NOTES o �i'g3'p OW,\ 1 NOTES DRAWN: OWG Na REV ri�'c�•RL A �'��` 2 - 3 ELEVATIONS N.G. 08-02538 A �iFi$'d.•:0RY4�1"�`�� 4 - 7 INSTALLATION DETAILS SCALE NTS DATE 1117/14 1 SNEETI OF 7 54" MAX FRAME WIDTH REVISIONS HREV DESCRIPTION DATE APPROVED 74" . 6 MAX MAX O.C. ! 6 MAX A REV SEO INSTaLLATION DETAILS 06/23/15 R.L 6" MAX I /J 1J / HAROWAREStMEDUIE 13 A. (4)ASHLAND DUAL KEEPERS(13999)AT KEEPER RAIL 8"FROM EACH JAMB MAX O.C. / B. (4)ASHLAND DUAL LOCKS(D2100AL/R)AT KEEPER RAILS"FROM EACH JAMB 1 / C. (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB 77 D. (2)CALDWELL TILT LATCH(20F00041)1112"FROM EACH SASH TOP RAIL CORNER MAX ------ FRAME E. (2)CALDWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL __—.�,..._ HEIGHT 1/8" ANN. / .090" SENTRY GLAS BY DUPONT 3/16" ANN, 1/8" ANN, GLAZING BEADU DURA SEAL SPACER SYSTEM 6- MAX '/2EXTERIOR 6 INTERIOR f v SIKAFLEX 552 _ SERIES 176 SH VINYL SINGLE HUNG WINDOW SETTING BLOCK SEALANT EXTERIOR VIEW GLAZING DETAIL FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D.WINDZONE 4 AND HVHZ SIGNED:06/24/2015 EASTERN ARCHITECIYMI.SYSTEMS 11it Eastern EASF� n�. \\,,.SSR. ,, NOTES: p IST.r ROMESTKAVE \\J�. 9 1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4". .-...,.-...va_._.."..mo_» EORT�Ms.aa+roA x+srz -��„�»•��GENS�, cP,�� 2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4 SERIES 176 SH VINYL SINGLE HUNG WINDOW 'ir• o xa51 3. (2)(2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. IMPACT 54" X 77" C' 4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. ELEVATIONS 5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. TA OF ,ttt DRAWN: aWa No, REv �(pR0 OS SCALE NTS IDATE 11/17/14 S"E528OF 7 REVISIONS REV DESCRIP10. DATE APPROVED 54" MAX FRAME WIDTH A REVISED INSTALLATION DETAILS 06/23/15 R.1 54" MAX FRAME WIDTH 6" MAX 14 6" MAX 6" MAX t0 6" MAX MAX O.C. MAX O.C. 6" MAX 6" MAX / J 9 5" MAX O.C. - MAX O.C. 77" 77" MAX ------ MAX --- FRAME -_. FRAME � ilk HEIGHT HEIGHT X 4 6" MAX 6'* MAX SERIES 176 SH VINYL SINGLE HUNG WINDOW SERIES 176 SH VINYL SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW THROUGH FRAME INSTALLATION THROUGH FRAME INSTALLATION FOR MASONRYAND METAL STRUCTURE FOR WOOD FRAMING DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D.WIND ZONE 4 AND HVHZ SIGNED:0612412015 s��sp�r EASTERNMC MSM MLS'"u1E,n5 •UMEbNOi ```St�tiiltolf�i',, ESTERN UETq SYPRY f63t OOME&TKAVE `��\ •� � .o_._ . e._. FORT M ERS,RORRN SM 1 . •G E N *:,p y op SERIES 176 SH VINYL SINGLE HUNG WINDOW —1t�fJv(j'�0 6951 vk - IMPACT 54" X 77" 40— ELEVATIONS i, TPiT OF DRAWN: Dw0 ND. REV i�'cF 'OLpRtOQ'G��` 08 ScALE NTS DATE 11/17/14 ""E3 OF A OF 7 ,'`As/Mf[1�mO?`\\\ REVISIONS 1/2" MIN, RCV DESCRIPTION DATE T7A;P R.VI. EDGE DISTANCE A REVISED TALLATION DETAILS 06/23/15 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 114" MIN. EMBEDMENT BACKER ROD APPROVED SHIM SPACE 1 1/4" MIN. 1/4" MAX, SEALANT EMBEDMENT SHIM SPACE INTERIOR #10 WOOD SCREW 1/2" MIN, EDGE DISTANCE OOO pao EXTERIOR 0 Rio WOOD p SCREW !!Cl WOOD FRAMING IT OR 2X BUCK INTERIOR BY OTHERS APPROVED SEALANT BACKER ROD EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF dlAPPROVED SEALANT BACKER ROD ED & APPROVED 1/4 MAX, SEALANT p SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED.0612412015 WOOD FRAMING OR 2X BUCK INSTALLATION -qlmk "ERN o Eastern 41 NOTES: SERIES 176 SH VINYL SINGLE HUNG WINDOW i.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, IMPACT 54" X 77" WINDOW -40 l5jx INSTALLATION DETAILS NOT SHOWN FOR CLARITY. -::- TAT'rO'F 10 0 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN No. DESIGNED INACCORDANCE WITH ASTM E2112 3 v �e Z N.G. ID 08-02538 A . ..... SCALE 0 NTS DATE SHE 11/17/14 E'4 OF 7