The URL can be used to link to this page

Home My WebLink AboutProduct Approval (3) rionua t5unaing uoae Vnline Page 1 of 3 FILE COPY m. v wLL .. � . Florida Departmentu, SCIS Home Log In i User Registration Hot Topics . Submit Surcharge Stats&Facts Publications F8C Staff SCIS Site Map . Links Search 3ut�siines ' �I k i rofessl nal -_ Product Approval USER:Public User Regulation Product Approval Menu>Product or Apolication Search>AgRli�>Appllcatign Detail t t° FL# ^`FL16804 V _ Application Type Revl'siorl;�4 ` Code Version Application Status pproved *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@eastemmetal.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 7 Category Wlriclgws _ Subcategory Hocizontai-5lifec;; Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) SAandard Year AAMA/WDMA/CSA 101/I.S2/A440 2005 AAMA/WDMA/CSA 101/I.S2/A440 2008 AAMA/WDMA/CSA 101/I.S2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs... 4/6/2016 ricinua nunaing uoue unline Page 2 of 3 Product Approval Method Method I Option A Date Submitted 07/0612015 Date Validated 07/08/2015 Date Pending FBC Approval Date Approved 07/16/2015 Summary of Products Fl.# Model,Number or Name Description 16804.1 Series 143 Vinyl HR Non-Impact Fin Series 143 Vinyl HR Non-Impact Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16804 RI C CAC NI011728-R3-signed.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant;No 09/30/2020 Design Pressure: +50.0/-50.0 Installation Instructions Other.Maximum Size: 72"x 60",Approved Configurations FL16804 Rl II 08-02251A.I)d X0,Ox Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 Rl AE 512971A.0 FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PD Created by Independent Third Party: Yes 16804.2 Series S143 Vinyl HR Non-Impact Series 143 Vinyl HR Non-Impact Flange S.'; _tFlrng�e Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16804 Rl C CAC NI012135-sirined.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2018 Design Pressure:+35.0/-40.0 Installation Instructions Other: Maximum Size: 74"x 72",Approved Configurations FL16804 Rl 11 08-02526A.r)d X0,Ox Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 RI AE 513297A.i)df FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.3 Series 176 Vinyl HR Impact HVHZ Series 176 Vinyl HR Impact HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16804 RI C CAC N1012196.04-R2.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant;Yes 06/30/2018 Design Pressure: +70.0/-85.0 Installation Instructions Other;Maximum Size: 74"x 63",Nailing Fin or Flange, FL16804 Rl 11 08-02537A.i)d Approved Configurations XO,OX Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 Rl AE 13-0328 09-COMP.od FL16804 RI AE 13-0328,09 Dupont SentryGlas.pd FL16804 Rl AE 513310A.pd FL16804 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.4 Series 176 Vinyl HRP 1/3- 1/3- Series 176 Vinyl HRP 1/3- 1/3-1/3 Impact HVHZ ri.- Vi t 1/3 Impact HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16804 R1 C CAC N1012196.01-R1.PDF Approved for use outside HVHZ:Yes FL16804 Rl C CAC N1012196-R2.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure; +65.0/-85.0 06/30/2018 Other:Maximum Size: Ill"x 63",Nailing Fin or Flange, Installation Instructions Approved Configuration XOX FL1680.4 Rl 11 08-02534A.pd Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R1 AE 13-0328 09-COMP.pdf FL16804 R1 AE 13-0328.09 Dupont SentryGlas.od FL16804 R1 AE 513306A.pd FL16804 Rl AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes http;//www.floridabuilding.oriz/Dr/nr_apn dti.aspx?pararn=wGEVXQwtDqtmmTSTNdVPs... 4/6/2016 REVISIONS REV DESCRIPTIONGATE APPROVED A REVISED INSTALLATION OETAILS O6/22/t6 R.l NOTES: 15, FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE REOUIREMENTS 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 16, FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A T 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2'* REMINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 3, RE BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE ASMS OR SELF DRILLING SCREWS WI1H 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, 18. ALL FASTENERS TO BE CORROSION RESISTANT. 5. WHERE WOOD BUCK THICKNESS IS i-1/2" OR GREATER, BUCK SHALL BE SECURELY 101, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAV!TY OF C=0.442 R WHERE 1,V, 131-ICK 15 ",OT .ATERIALS MUST BE SEPARAILU WIIH APPROVED B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. COATING OR MEMBRANE. SELECTIONOFCOATING 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. 21. APPROVED CONFIGURATIONS: XO, OX. 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED 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: 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 #8 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_0612312015 eASTeRR.Ro E��ssre.s ��11�llfltlJl Eastern EASTERN ME LL SYRR V ` 5 'FO.'.r0°`-2.'nnRmasTau `.r.�. %GEN,9* dl-- TABLE OF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW f*: 0RIF (X0, OX) 74" X 63"SHEET NO. OESCRtPTiON NOTES vo TA 1 NOTES DRAWN: owc No. aev RFs`c1pRt�P G `� 2 - 3 ELEVATIONS SCALE DATE 08-02 537 A //,fj'�� A„Q ��1 4 - 7 INSTALLATION DETAILS NTS 11/17/14 1 OF 7 REVISIONS REV DESCRIPTION r DALE APPROVED A REVISED INSTALLATION DETAILS 06/22/75 R.L, 74" MAX FRAME WIDTH -- 74" MAX FRAME WIDTH 6" MAX 8" MAX O.C. 6" MAX 6** MAX 6" MAX O.C. 6" MAX t I 1 1 I I �, I 1 _ I 1 6 6 MAX JJJ MAX 14 1 / / MAx O.C. 10" f MAX O.C. / 63 63 , r i 1./ MAX V FRAME FRAME HEIGHT HEIGHT 6„ 6.. MAX j MAX SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW EXTERIOR VIEW THROUGH FRAME INSTALLATION THROUGH FRAME INSTALLATION FOR MASONRYAND METAL STRUCTURE FOR WOOD FRAMING DESIGN PRESSURE RATING IMPACT RATING +70.01-65.OPSF LARGE MtSStLE IMPACT MISSILE LEVEL A WIND ZONE 4 AND HVHZ SIGNED:0612312015 EASTERuwRCM F�<G OOI—OF ATERUWMSYSW-11EN5 0 i C�! ,k9y�fes- .�....w.....ve.rr...n oaw. FORT uvEPS.RORmA»912 =�••�\G G N Spy�V' ed7•uLZtW l � SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW —ir• 0 61 * ' (X0. OX) 74" X 63" ELEVATIONS M OF �w DRAWN: DWD NO, Rev �i�cfis;�tpRia�: SSE NTS DATE 11/17/14 08-02537sEET30F 7 A '`il 701ll�il��?l;1` REVISIONS REV DESCRIPTION ..Tl APPROVED A REVISED INSTALLATION DETAILS 06/22/15 Rl, 112" MIN, WEDGE DISTANCE WOOD FRAMING ---J OR 2X BUCK - BY OTHERS 1 114- MiN, EMBEDMENT 1 1/4" MIN. 1/4" MAX_ BACKER ROD EMBEDMENT SHIM SPACE & APPROVED 1/'I. MAX.ll i INTERIOR SEALANT SHIM SPACE 1/2" MIN, EDGE DISTANCE #10 WOOD SCREW 0 EXTERIOR #10 WOOD A SCREW F—li WOOD FRAMING OR 2X BUCK INTERIORBY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT #10 WOOD JAMB INSTALLATION DETAIL SCREW WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD APPROVED 1/4" MAX. SEALANTSHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2A ovum EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:0612312015 WOOD FRAMING OR 2X BUCK INSTALLATION EaStern .. ss Ems t1�111111:1I j/J7 Zl..w R R--t 04j, iii N) E Ny (p NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �0 1,INTERIOR A NO EXTERIOR FINISHES,B Y OTHERS. (XO, OX) 74' X 63" INSTALLATION DETAILS ::-A TAI�OF .-, NOTSHOWN FOR CLARITY. —0 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE REV 'A , N V.L. DWG"0* 08-02537 A ;/�'lip D�cSIGNEDINACCORDANCEWITHASTME2112 DRAWN; A� I OR z— ONAt sr-�Lt NTS JDATE 11/17/14 1 SHEO 4 OF 7 REVISKINS REV DESCRIPTION Dnif APPROVED CONCRETE/MASONRY A REVISED INSTALLATION DETAILS Ob/22jt5 R,L 2 1/2" MIN. BY OTHERS EDGE DISTANCE ° °d ° ° 1 1/4" MIN. , 1/4" MIN. o a d EMBEDMENT EMBEDMENT i CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SHIM SPACE OPTIONAL IX BUCK �� EE NOTES 3 - SEE NOTES 3 - 7 Q 1/4" MAX. SHEET 1 1 SHEET t SHIM SPACE 3/16" TAPCON INTERIOR 3/16- TAPCON BACKER ROD & APPROVED ---------- '{-- „__ SEALANT 1 + p 1 INTERIOR EXTERIOR z MINN.. EDGE DISTANCE BACKER ROD a EXTERIOR & APPROVED SEALANT BACKER ROD ° 8c APPROVED 3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION CI C7 1/4" MAX. OPTIONAL JX BUCK �Q SHIM SPACE SEE NOTE 3 - 7 SHEET I -1 NOTES., O i 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 4 ° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4, 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED:06/23/2015 a a ° G r.Vf EASTElW AR05RECTAWS�OF F C ST5TEu5 a d �+✓�Y�i/rn EnSiEIMMETAIY+'N'T� IR- I tLIO�'f�/ 2°1 J2.. MIN. . .. �:�a wba Y:��'o MTDDUEST . {'' q V oniaTERs.r.onm+Ia,euBNgF s��- EDGE DISTANCE u .ro+�iam. _ CONCRETE/MASONRY SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW ** 0,8251 BY OTHERS (X0, OX) 74" X 63' (fie�, VERTICAL CROSS SECTION INSTALLATION DETAILS 'Q? TATE OF CONCRETEMASONRYINSTALLATION LDRAWN; 1177;8-02537 wc No. REV DATE 11/17/14 OB sOEE5670� 7 A 'lf�ssl01VA`tC�t��