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Home My WebLink AboutProduct Review Affidavit 4 'i ..NbY a va J I d f` r' siRessPr ift 0;()n,a,[R. eqq1a 1 i Florida department, BasHome LoIn User Realstratlon Hot Topics Submit Surcharge Stats S Facts Publkations ; Fac StnB acts Site Map Links y5earch Bll5111�5 ( � ProfeSSinal Ii Product Approval USER:Public User Regulation Produ t Aooroval Menu>Product or Ap In icatipn Search>ApPlic.tIQnjL1S >Application outell FL# !FL14604-R3 Application Type Revision Code Version 2014 Application Status i 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 i Eastern Architectural Systems I� Address/Phone/Email 16341 Domestic Ave, Ft.Myers,FL 33912 (800)432-2204 Ext 431,4 thoard @eastern metal.com I Authorized Signature Timothy Hoard I thoard@easternmetal.com II Technical Representative Timothy].Hoard Address/Phone/Email 10030 Bavaria Road ,Fort Myers,FL 33913 ;(800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative ; Address/Phone/Email I� 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,I 2005 ANSI/AAMA(NWWDA 101jI.S.2 1997 ASTM E1886 1 2002 ASTM E1886 I 2005 !ASTM E1996 I 2005 ASTM E1996 2002 ASTM E1996 'I 2006 TAS 201 1994 TAS 202 1994 TAS 203 ( 1994 i ) ZVNfe$A�b... 7/812025 http://www.floridabuilding.org/pr/pr app_dtl.aSpx?param=WGEVXQWt igsw$ j'� a wsv a.va ✓ s ' Equivalence of Product Standards i Certified By f i SII III Product Approval Method Method 1 Option A i Date Submitted 10/30/2014 Date Validated 06/05/2015 jl Date Pending FBC Approval Date Approved :06/14/2015 i Summary of Products " FL ff Model,Number or Name Description f 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Nan-Impact:Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC.NI006177.01-R4-ssic ned.0df Approved for use outside lF1VH2:Yes FL14 04 R3 C CAC N1006177.02-R2-signed.odf Impact Resistants No Quality Assurance Contract Expiration Date Design Pressure:+45/-4S 06/30/2020 ! ill Others Installation Instructions FL14604 R3 II 08-02477.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent:Third Party:Yes Evaluation Reports i FL14604 R3 AE 513233.odf Created by Independent!Third Party:Yes 14604.2 Series 1431 Nan-Impact Vinyl SH Series 1431 N''n-Impact; Inyl SH Nailing Fin Nailing Fln Limits of Use Certification Agency Certificate Approved for use In HVII No EL14604 R3 C CAC NI010607-R2-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistants No 12/31/2019 1 11 Design Pressures+50/-50 Installation Instructions Others Configuration:DIX Max.Frame Size;W-48j H-72" FL14604 R3 II 08-005568 odf 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 FL14604 R3 AE 51094 .pdf Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Npn-ImpactjVinyl SH Flange Flange ( Umits of Use ! j Certification Agency Certificate l v Approved for use In HVHZs No FL14604 R3 C CAC NI010813 R2 signed.adf Approved for use outside II Yes Quality Assurance Contract Expiration Dabs Impact Resistants No 04/30/2020 Design Pressures+50/-50 Installation Instructions Others Configuration:O/X Max.Frame Size:W-54'H-72" FL14604 R3 II 08-005588.pdf 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.Ddf Created by Independent:Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl�SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1012533-R1-signed,odf Approved for use outside 1•iVHt:Yes Quaitty Assurance Contract Expiration Dane Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Instaliadon Instructions Other:Configuration: 0/X Max.Frame Size; W-48".H-72" FL14604 R3 ti OII 005628.Ddf 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 IndependentiThird Party:Yes Evaluation Reports 11, FL14604 R3 AE 5109511.r)df FL14604 R3 AE NOA 14-0423.17.PDF i Created by IndependentiThird Party:Yes http://wvwv.floridabuildiniz.org/pr/pr app dtl.aspx?plaramm=-wGEVXQwtDgs 8ZVNfe8A7b... 7/7/2015 .i Ar REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 63/44/09 R.L. S REVISED PER NEW CERTIFICATION 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 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 ALLRESPONSIBILITY 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 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 i {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-RESPQNSIRILITY,OF lHE'ARCFIITECT OR ENGINEER-OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8_,FOR_FJN..INSTALtATION SHIM AS NEEDED.--FOR-FRAME INSTALIATiON--SHIM-AS REQUIRED-AT- EACH A7EACH 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 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 7A 1' 3/8" MINIMUM EMBEDMENT INTO-SUBSTRATE."LOCATE - ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. s►GNED.0&2112014 k�itlt►n» a�,1 Eastern yAfiE9IAiAiB9 ;`J1y L ^E aCw a"w°wn.nwe v�•y�C N8F,c{T�� TABLE OF CONTENTS SERIES 1441 VINYL SINGLE HUNGTt 54 X 72 ^y'V6E OF SHEET N0. DESCRIPTION NOTES X74. Zz 1 NOTES ORnwN: Ow0 No. REv �S:�CRIOp'G� 2 ELEVATION AM 08-00558 B 10NAL1 3 — 5 INSTALLATION DETAILS ISrALE NTS AWE 7/29/08 PNEET 1 OF 5 REVISIONS REV DESCRIPTION WE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. 53 1/2" MAX. FRAME WIDTH B REVISED PER NEW CERTIFICATION 08/20/14 R.L. 6' MAX. MAX.14" 6"6" MAX. 6" MAXI 8" MAXI O.C. 1 72" MAX. FRAME HEIGHT 32 1/2" MAX. D.L.O. 6" MAX. ��_l L48 1/2" MAX. D.L.O. —� -- -- — -.SERIES 1441-VINYL SINGLE HUNG WINDOW- ---- --- -- ---- EXTERIOR VIEW - - -- -- -- DESIGN PRESSURE RA77NO IMPACT RA77NO t50.OPSF NONE - - - - PIP Easternurlrii ueTen�Kmr�r \\�\S it. tot//. ® .m. -r.�\GENs� 'S. SERIES 1441 VINYL SINGLE HUNG *• r054 X 72 6 *- ELEVATION Sj0• AT ORAWN: DWG N0. REV ice' 'c[ORIOP• A.M 08-00558 8 /afo... "N�\\\\\` sauc NTS DATE 7/29/08 s"E�2 OF 5 /�rrlli11111��\ 1REVISIONSREV DESCRiPDDN DATE APPROVED EDGEE D MIN. DISTANCE WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. OR 2X BUCK B REVISED PER NEW CERTIFICATION 08/20/14 R.L. BY OTHERS 1 3/8" MIN. EMBEDMENT BACKER ROD & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE INTERIOR i- 1/2" MIN. EDGE DISTANCE #10 WOOD INTERIOR SCREW 0 - - C3 EXTERIOR WOOD FRAMING OR 2X BUCK BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL #10 WOOD WOODFRAIWWGOR2XBUCKINSTALLATI N SCREW BACKER ROD & APPROVED 1/4" MAX. -- SEALANT---- SHIM SPACE -- - - - - — - WOOD FRAMING OR 2X BUCK 1 3/8- MIN. ----- -- - -- - --- -- - --- ---- --- --- BY-OTHERS EMBEDMENT VERTICAL CROSS SECTION FAYI601 ARD♦BRAHLnI B� WOOD FRAMINGOR2X BUCKINSTAU ATION w�EasternILIO NOTES. SERIES 1441 VINYL SINGLE HUNG *• 0 *= 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, LA X 72 O'�� NOTSHOWNFORCLARRY INSTALLATION DETAILS p 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWD NO. REV j�'�s;�ORVD. DESIGNED INAOCORDANCEVffMASTME2112 A.M 08-00558 B ��i/B..... SGEE NTS — 7/29/08 SHEET 3 OF 5 II �� REVISIONS + REV DESCRIPTION DATE APPROVED METAL A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. STRUCTURE BY OTHERS 1/4" MAX. B REVISED PER NEW CERTIFICATION 08/20/14 R.L. SHIM SPACE APPROVED SEALANT 1/4" MAX. SHIM SPACE #10 SMS OR T-- INTERIOR SELF DRILLING 3/8" MIN. SCREW EDGE DISTANCE I ®a #10 SMS OR SELF DRILLING SCREWS METAL q EXTERIOR 0 INTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED -- ---- --- ------- - - ------- - - -------- - - --- - SEALANT - -- JAMB INSTAUATION DETAIL METAL STRUCTURE 1NSTALLATION #10 SMS OR SELF DRILLING SCREW BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE ------ --- - -- MErA-- ------------ STRUCTURE BY OTHERS -- - - --- - ---- - - - ---- - - - - - - - -----i -VERTICAL-CROSS-SECTION----- METAL VERTICAL-GROSS SECTION METAL STRUCTURE INSTALLATION f Eastern luf� �,�. ��,.•�.�OENyF•s'�� NOTES: SERIES 1441 VINYL SINGLE HUNG H 6 *= 1.7NTER/ORANDEXTERIORFINISNES,BYOTHERS X 72 i �` NOTSHON7JFORCLARITY INSTALLATION DETAILSAT OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAB; DWG NO. REV �,L�•• �OR10 - ,•� \ DESIGNED INACCORDANCEVATHASTMM12 DRAWN: 08-00558 B �sS ••• Sc-E NTS DATE 7/29/08 SHEET OF 5 NAL1��\ 2 1/2" MIN. REVISIONS REv DrscwvnoN DATE AaPRovED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. CONCRETE/MASONRY EDGE DISTANCE BY OTHERS B REVISED PER NEW CERTIFICATION 08/20/14 R.L. •• a� ,• e • a 1 1/4" MIN. • OPTIONAL 1X BUCK a EMBEDMENT SEE NOTES 3 - 7 1 1/4" MIN. SHEET 1 EMBEDMENT CONCRETE/MASONRY 1/4• MAX. BY OTHERS BACKER ROD SHIM SPACE & APPROVED OPTIONAL 1X BUCK a 1/4• MAX. SEALANT SEE NOTES 3 - 7 .' SHIM SPACE SHEET 1 3/16- TAPCON •' / 3/16" 7APCON INTER/ R N. a Om:.a 2 1/2• MIN. - D ------------ ------- - - - - -------- ---EDGE---—a- — -- -c7 - —-- --- - DISTANCE EXTERIOR INTERIOR , BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETSWASONRYINSTALLATION BACKER ROD 3/16" TAPCON & APPROVED SEALANT -- OPTIONAL 1X BUCK o 1/4- MAX. NOTES: SEE NOTE 3 - 7 SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS. SHEET 1 NOTSHOWNFORCLARRY. 2P_ERIMETERANDJOINT_SEALANTBV_OTNERS:TOBE - - CONCRETE/MASONRY DESIGNEDINACCORDANCEWTTHASTME2112 a BY OTHERS • , n a Eastern �, l • ° 1 1/4" MIN. W.- `""W��"'"� `�EMBEDMENT ^ IIIEIII �5 R L p ate. �� E -�9 SERIES 1441 VINYL SINGLE HUNG *• 2 1/2" MIN. A X 72 EDGE DISTANCE INSTALLLATION DETAILS �D, AT OF VERTICAL CROSS SECTION DRAW Im No. RLv �•�. '2pR1Gr, �i S• •..• 6 COAlCRETFlMASONRY/NSTALLATlON AoM saLE NTS °ham 7/29/08 08 15"m5 OF • OF 5 e '/�/s//DiNIAii1��```