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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 u u a J G ,i jr::( SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications j FBC Staff ; BCIS Site Map 5I Links Search Business' Professibhal goProduct Approval USER:Public User der g i tk"n ��yy��yyyy -Product Approval Menu>Product or Application Search>Aoolication List>Application Detail FL# 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 Public Comment 1. Gascon-Certification is not inclusive of fin mounted units and installation instructions show fin mounts. (See sheets 2 and 6.)7/27/15-rb 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 8/31/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 05/18/2015 Date Validated 07/02/2015 Date Pending FBC Approval Date Approved 07/09/2015 Date Revised 08/28/2015 Summary of Products FL# Model,Number or Name Description 17759.1 Series 623 HVHZ Vinyl Sliding Glass Series 623 HVHZ Vinyl Sliding Glass Door Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17759 RO C CAC N1012526-R2-sioned.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2018 Design Pressure:+65/-65 Installation Instructions Other:Approved configurations: OXO,OXXO FL17759 RO II 08-02695.Dclf Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL17759 RO AE 13-0328.09 Dupont SentryGlas.pdf 1'1.177.59 RO AE 13-0328.09-COMP.pdf FL17759..RO AE 51_3471..,ff FL17759 RO AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party: Yes back 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: I�a",� ' I six uritc:,:::'rit ic's, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 8/31/2015 REVISIONS REV DESCRIPTION DATE I APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. 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 THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" CRETE FLEX WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 8. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 1 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE'WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED AMINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF . WOOD B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM PROVIDED. 20.APPROVED CONFIGURATIONS: 0X0 AND OXXO. 8. 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. 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 THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:04/17/2015 �F EASTERN ARCRITECTURAL SYSTEMS 1511+'1/ c�� r� FASTERNMETAL SYPPLY \\\\\� R, Cb/�I��/ ® 1-1 DOMESTICAVE \ • A • / /A FORTMYERS.F-12 \ • • / TABLE OF CONTENTS 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE *• py§1251 VINYL EQUAL LEG FRAME SLIDING GLASS DOOR _9 (( frr€ . �_ SHEET N0. DESCRIPTION NOTES `-p, TAT OF i0. W� 1 NOTES DRAWN: DWG NO. REV ��N ZORIDt- 2 ELEVATION 3 6 INSTALLATION DETAILS NAE NTS DATE 04/16/15 08-02695SH SHEET 6 ///�S1OilIAi1� \\\\ REVISIONS REV DESCRIPTION DATE APPROVED 192" FRAME WIDTH 192" FRAME WIDTH 6" MAX I I—� 12" MAX O.C. -I 6" MAX 6" MAX - � � 12" MAX O.C. 6" MAX 6" MAX 6" MAX 12 1-2— T— MAX � MAX O.C. MAX O.C. T— o x x o o x x o 96" <= a MAX 96 FRAME MAX HEIGHT FRAME HEIGHT J T6" MAX 6" MAX I } 625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR 625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACTRATING 3/16" TEMP. 1 INTERIOR t65.0PSF LARGE AND SMALL 1/8" ANN. MISSILE IMPACT EXTERIOR .090" SG BY DUPONT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ 1/8" ANN. NOTES: 1. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2" DURASEAL/QUANEX 2. MAXIMUM D.L.O.: 40 3/4" X 85" SPACER 3. (4) 1" X 1/4" WEEP NOTCHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG. 5/8" BITE SILICONE SIKAFLEX 552 } Q SETTING BLOCK GLAZING DETAIL HARDWARE SCHEDULE SIGNED:04/17/2015 A. (4)STEEL FRONT ADJUSTABLE TANDEM ROLLER AT EACH OPERABLE PANEL BOTTOM RAIL CORNER �rrq�i y�p EASTERNARCMTEC0RALSv5TEM5 111111! B. (2)INSIDE/OUTSIDE PULL HANDLE AT LOCK STILE OF OPERABLE PANELS 1°�*� Easte!!1 "'ERNMIETALSYPPLv \\\\\S R. 'LbA7//Xj C. (1)GEMINI II L0CK WITH 24SOTRIMPLATE 381 4"FROM BOTTOM PANELAT LOCK STILE ■ 16-00MESTICAVE \ FORT MYERS.FL-Q D. (1)STEEL KEEPER(GEMINI 1")381/4"FROM BOTTOM PANELAT LATCH STILE E�S�9if� E. (1)ALUMINUM REINFORCEMENT SHAPED(10300151)AT EACH FIXED PANEL INTERLOCK 6231HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE fit• 0 5 VINYL EQUAL LEG FRAME SLIDING GLASS DOOR f � F. (ALUMINUM SQUARE TUBE REINFORCEMENT(10300151-A)AT EACH OPERABLE PANEL VERTICAL INTERLOCK RAIL =O G. (1)FREE FLOATING ALUMINUM REINFORCEMENT(1030D150)ATEACH FIXED PANELJAMB STILE AND ACTIVE PANELLOCKSTILE ELEVATIONS mgt, TAT OF rL� H. (1)ALUMINUM RAIL INSERT REINFORCEMENT(10300152)AT EACH OPERABLE PANEL BOTTOM RAIL DRAWN: DWG N0. REV ��Fs�,CO :G\�\ I. (1)ALUMINUM"L"ANGLE(EMS 11-63-275)AT FRAME SILL SCALE DATE 08 02695 - A`1t��`\\\ J. (4)NYLON IMPACT BRACKETS(011HO55-D)ONE AT EACH OPERABLE PANEL INTERLOCK STILE,TOP/BOTTOM RAIL INTERFACE NTS 04/16/15 -riTEE12 OF 6 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY ° BY OTHERS a da , a ° 1 1/4° MIN. . OPTIONAL 1X BUCK ° ° ° ° ° Q ° EMBEDMENT SEE NOTES 3 - 7 1 1/4" MIN. SHEET 1 ' EMBEDMENT BACKER ROD & APPROVED MAX. 1/4" MAX. MIN. OD O / SEALANT � � SHIM SPACE 2 1/2 e° r SHIM SPACE ❑ EDGE ❑ ❑ DISTANCE ° o ` 1/4" CRETE-FLEX INTERIOR 1/4" CRETE-FLEX Op E30T 11 Uk ° D D ° ❑ c:J EXTERIOR INTERIOR a OPTIONAL 1X BUCK � fl fl SEE NOTES 3 7 ° SHEET 1 ❑ BACKER ROD EXTERIOR CONCRETE MASONRY & APPROVED / SEALANT BY OTHERS 1/4" CRETE-FLEX JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION BACKER ROD ❑ & APPROVED 0 SEALANT 1/4" MAX. NOTES: OPTIONAL IX BUCK SEE NOTE 3 - 7 0 ❑ r SHIM SPACE 1.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 SIGNED:04/17/2015 BY OTHERS ° ° ° e 1 1/4" MIN. EAsrEftNaftDl SI NOALsysreMs 111111! EMBEDMENT eqb. ADINSIONOF Eastern EASTERN METAL SYPPLY \�� R. L0 STIC AVE \\\\ ' • I—I DOME �� 8 !S. FORT MYEftS fL JJ91] \ r E tt / 2 1/2" MIN. 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE _�c• 0 51 = EDGE DISTANCE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR t° INSTALLATION DETAILS �x1, 7A7 OF VERTICAL CROSS SECTION �0�.• P ,kid CONCRETE/MASONRY INSTALLATION DRAWN: DWG ND. REV //F�,. SCALE DATE 08-02695 8 50 2695 - �i7i/S�ONAl1.la��\ NTS 04/16/15 5 OF 6