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Home My WebLink AboutProduct Approval i i i I , i SCIS Home ( Log In i User Registration ; Hot Topic Submit Surcharge i Stats&Facts I Publications FBC Staff ! BCIS Site Map links i Search I Product Approval I _ USER:Public User aa�"x i Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL14604-R4 Application Type Code Version 2014 Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission'if necessary. Comments r Archived i Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 1 jflesher@eastemmetai.c6m I I i Authorized Signature James Flesher jflesher.@eastemmetal.com i s Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 1 Ext 4314 thoard@eastemmetai.com i r I i Quality Assurance Representative j Address/Phone/Email f Category !Si indows I Subcategory ngle Hu i � I :) i j Compliance Method Certification Mark or Listing i i I Certification Agency National Accreditation&Management Institute i Validated By National Accreditation&Management Institute t ? Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 j ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 j ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i i i i I f Product Approval Method Method 1 Option A i I Date Submitted 04/22/2016 Date Validated 05/12/2016 i Date Pending FBC Approval Date Approved 05/15/2016 Date Revised 01/25/2017 Summary of Products i FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact-Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:No L14604 R4 C CAC NI006177.01-R4-signed.odf Approved for use outside HVHZ:Yes FL14604 R4 C CAC Nl006177.02-R2-sianed.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 { Other: Installation Instructions FL14604 R4.II 08-02477.odf i Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports i FL14604 R4 AE 513233.odf Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact�Vinyl SH Nailing Fin Nailing Fin i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R4 C CAC N1010607-R2-sianed.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019' Design Pressure:+50/-50 Installation i Instructions i Other:Configuration:O/X Vent Size:W-44.38"H-35" FL14604 R4 II 08-005566.odf Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514 j Created by Independent Third Party:Yes Evaluation Reports FL14604 R4 AE 510945.odf Created by Independent Third Party:Yes i 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange { Flange Limits of Use Certification Agency,Certificate Approved for use in HVHZ:No FL14604 R4 C CAC N1010813-R2-sioned.odf f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Vent Size:W-50.38"H-35.13" FL14604 R4 II 08-00558B.odf Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.61514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R4 AE 510947A.pdf Created by iIndependent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451!Impact Vinyl SH Nailing Fin Fin I j Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R4 C CAC NI012533-Rl-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract,Expiration Date Impact Resistant:Yes 02/28/2017 j Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size: W-48"H-72" FL14604 R4 II 08-00562B.odf j Max.Vent Size:W-44.25"H-35"Glazing:3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 i Laminated IG Created by,'Independent Third Party:Yes i Evaluation Reports j FL14604 R4 AE 510951.odf FL14604 R4 AE NOAH 14-0423.17.PDF Created by Independent Third Party:Yes i 14604.5 Series 2461 Impact Vinyl SH FlangeSeries 2461 Impact Vinyl SH Flange i i i f Limits of Use Certification Agency Cert icate Approved for use in HVHZ:No FL14604 R4 C CAC N1012S33.OY-R2.odf Approved for u :Yes Quality Assurance Contract Expiration Date Impact Res. nt:Yes 02/28/2017 Design Press e:+50/-50 Installation Instructions other:Configuration: X Vent Size:W-51"H-34.5" FL14604 R4 TI 08-00564B.odf Glazing: 3/4"Overall Laminated IG Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independen['Third Party:Yes Evaluation Reports FL14604 R4 AE 510953A.Ddf FL14604 R4 AE NOA 14-0423.1,7.PDF Created by Independent Third Party:Yes i 14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact�Aluminum SH j ISH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R4 C CAC NI009020 01-R2-sioned.odf Approved for use outside HVHZ:Yes FL14604 R4 C CAC NI009020.02-111-sianed.odf Impact Resistant:Yes FL14604 R4 C CAC NI009020 03-R2-sioned pdf Design Pressure:N/A FL14604 R4 'C CAC NI610670.01-R1.0f t Other.See drawing 08-02476 for design pressures. FL14604 R4 'C CAC NI01067 -RI-sianed.ocif Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL14604 R4 1II 08-02476.[I_df Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent,Third Party:Yes Evaluation Reports i FL14604 R4'1AE 513232.Ddf FL14604 R41AE NOA 14-0423.16.PDF FL14604 R4 1 AE NOA 14-0423°17 PDF Created by Independent Third Party:Yes I' Back Next 1 Contact Us::2601 Blair Stone Road.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 i (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 ran be made available to the public.To(determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: CrecchttCCard II f �I 'I it 1 'e REV DESCRIPTION REVISIONS DATE APPROVED A MANUFACTURER'S NAME CHANGE 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. TRAMWOOFRAMING AND MASONRY OPENING 70 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 � RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3.-1 X=BUCK OVER MASONRY/CONCRETE::-IS-OPTIONAL. _ _ D 7 LOCATE ANCHORS AS SHOWN IN ELEVATIONS AN INSTALLATION DETAILS - 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 QR_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 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 1X 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 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 REQUSRED 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 A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SKIVED:0311112015 EASTFARAA PIRECTURN.8T9iEMs iiiiiiiiiiiIffiff* Eloste�irn T ��N �R1tLD�1j�' SIB FORTMVM%FLI7 '•'�, - �y; TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT— 54 X 72 ►,tits p 81 .Tk SINGLE HUNG WINDOW " " _ SHEET NO. DESCRIPTION NATESTAT9 z:. 1 NOTES DRAWN: owo No. REV '' ��.��1Q�{tOP;•�@ ti�.� 2 ELEVATION08-005641S O < INSTALLATION.-DETAILS-----..---_,-..__ SCALE DATE £ 8 ________.__„_. _.... _NTS_w.__ - .08/20/_.1,4_ _._ ____1.-OF_5_.._w__ REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. 53" MAX FRAME WIDTH B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 6" MAX. 21" MAX J 6 MAX - 0. L—_ 3/4" 6" MAX. 1/8" ANN 0" PVB - - - _ BY9EASTMAN - - -- 1/8" ANN'-- I-/8„-ANN 12” ALUMINUM REINFORCED MAX O.C. - BUTYL SWIGGLE SPACER SYSTEM 72" �— MAX 7/16" BITE FRAME / HEIGHT BACK BEDDING X GLAZING DETAIL'a" SIKAFLEX 552 32 5/8" / , r MAX. D.L.O. 3/4„ 1/8" ANN .090" PVB BY EASTMAN 6" MAX. 1/8" ANN 1/8" ANN �.— 48 1/8" MAX. D.L.O. --� ALUMINUM REINFORCED BUTYL SWIGGLE BACK BEDDING SPACER SYSTEM SIKAFLEX 552 _�- SERIES 2461 SINGLE HUNG WINDOW 7/16 BITE EXTERIOR VIEW r r� DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL'B" t50.OPSF LARGE AND SMALL MISSILE IMPACT SIGNED:03/11/2015 FASIERN MOIRECTUIIAl BY81E114 11,1'II Eastern. A.M. F ��•�$`� telt ItouESTa�vE �N i4 v•nw� FONT MYER4,FL=12 .iN .tu eow»atw '�� 4�G E Il/S�s�p SERIES 2461 VINYL EQUAL LEG FRAME IMPACT tk•OTIAT SINGLE HUNG WINDOW - 54" X 72" ELEVATION � DRAWN: Dwc N0. REV ;c(OR�a�:' �� scuE DATE 08 SOOE564 B /��//;,IONAC�aO`\ _.__ __-.._._ ___.... _...___._.. ._ __... ._..__... ___._.__.._.__ _._ . ........... .....__-_ -..._. .__..._ �.____ .,_.._._NTS �__2...OF_.5_..._..__._._ REVISIONS 2 1/2" MIN. --I EDGE DISTANCE I REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. CONCRETE/MASONRY BY OTHERS ° n B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. °° ° 1 1/4" MIN. � a OPTIONAL 1X BUCK ° 14 `° EMBEDMENT 1 1/4" MIN. SEE NOTESSHEET 1 F EMBEDMENT CONCRETE/MASONRY BY OTHERS BACKER ROD O 1/4" MAX. OPTIONAL 1X BUCK a r v 1/4" MAX. APPROVED_._ _-- _ SHIM SPACE - SEALANT SHIM SPACE -SEE NOTES-3— 7 SHEET-1 - . -- - 3/16" TAPCON 3/16" TAPCON INTERIOR v Q� 0 >;v 2 1/2" EXTERIOR 0 INTERIOR MIN. ,. p EDGE v DISTANCE e o aa 0 BACKER ROD EXTERIOR & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION BACKER ROD APPROVED STRUCTURAL & APPROVED SEALANT. SEALANT 1/4" MAX. NOTES: OPTIONAL 1X BUCK SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEE NOTE 3 - 7 ❑ NOT SHOWN FOR CLARITY. SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY SIGNED:09/11/2015 BY OTHERS ° ° e FA9TERNARw�CTIRiAtBrBRl15 nM astern EA9TERNYEfAIsrRRLr \\\�� R• L p//ff/ c sr,ooE�sraas `N a.4 8' a MSi«oe i «.ounnw:' FBOW1tTlWRS.RSm,] +�.�4\C A•�..n i <d < .�.w 2461 VINYL EQUAL LEG FRAME IMPACT k� 0,,.661 *=_ VERTICAL CROSS SECTION NGLE HUNG WINDOW - 54" X 72" CONCRETE/MASONRYINSTALLATION INSTALLATION DETAILS � .; STAT E OE DWG NO. REV OR1�P� DATE 0S00564 B �/ s7DNA__-,,..__08-20_.lA,,,___.L__5.TO.F_5__ .._--_-._-- i 'l�P"3l'Y!1 !II',E� 'JI' - BCIS Home ( Log In User Registration ; Hot Topic Submit Surcharge i Stats&Facts Publications ! FBC Staff± BCIS Site Map Links j Search { Product Approval j .USER:Public User . �uawt , &A;+ssxs. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1 08-R4 Application Type Code Version Application Status Approved pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the C6mmission'if necessary. Comments I Archived C Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@eastemmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road I i , Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed i Compliance Method Certification Mark or Listing i Certification Agency National Accreditation&Management Institute i Validated By National Accreditation&Management Institute r i i Referenced Standard and Year(of Standard) Standard I Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 • Equivalence of Product Standards I Certified By i I I , Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 R4 C' CAC NI010609.01-Rl-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2019 Design Pressure:+80/-80 Installation Instructions Other:Maximum Size: 74 1/2"x 72". Frame material to be FL14608 R4 II 08-00559C.odf rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R.Lomas,P.E.Florida P.E.62514 (DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL1460$ R4 AE 5109488 pdf Created by Independent Third Party:Yes 14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R4 C CAC NI011878.01-Rl.odf Approved for use outside HVHZ:Yes FL14608 R4 C CAC N1011878-R1 odf Impact Resistant:Yes FL14608 R4 C CAC NI011879.01-Rl.odf Design Pressure:+80.0/-80.0 FL14608 R4 C CAC NI611879-R1.0f Other:Maximum Size: 72"x 63".Frame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2017 Installation Instructions FL14608 R4 II 08-022948.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 TAE 13-0328 09-COMP.odf FL14608 R4 AE 13-0328.09 Dupont SentrvGlas.odf FL14608 R4''AE 513043B.pdf Created by Independent Third Party:Yes 14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ Limits of Use Certification'Agency Certificate Approved for use in HVHZ:Yes FL14608 R4 C CAC NI011880;01-Rl.pdf Approved for use outside HVHZ:Yes FL14608 R4 C CAC N1011880-R1 odf Impact Resistant:Yes FL14608 R4,C CAC NI011881.01-Rl.odf Design Pressure:+80.0/-80.0 FL14608 R4 C CAC NI011881-Rl.odf Other:Maximum Size: 72"x 84".Frame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2017 Installation Instructions `FL14608 R4 II 08-02293B.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 13-0328 09-00MP odf FL14608 114 AE 13-0328.09 Dupont SentryGlas.odF FL14608 R4 AE 513042B.odf Created by IndependentThird Party:Yes 14608.8 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin Window with Nailing Fn 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 R4 C CAC NI010610-RI-signed.odf Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI010656-RS-sianed odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 09/30/20191 Other:Maximum Size: 64"x 84".Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 R4 II 08-00S63C.Rdf Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports i FL14608 R4 AE 510952A.odf FL14608 R4 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes Ile 14608.9 Series 2466 Vinyl Impact Fixed Series 2466'Vinyl Impact Fixed Window with Flange Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 R4 C CAC NI010610 01-R3-sianed odf Approved for uide VHZ:Yes FL14608 R4 C CAC NI010656.01-Rl-sioned.odf Impact Resi t:Yes Quality Assurance Contract Expiration Date Design Press re:+60/-6 09/30/2019 Other:Maximo "x 84".Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 R4 II 0-00565C.odf Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 510954B.odf FL14608 R4 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes 3 i ' REV DESCRIPTION REVISIONS DATE JAPPROVEOA MANUFACTURER'S NAME CHANGE 03/03/09 RB UPDATED PER NEW CERTIFICATION 06/26/14 RC REVISED INSTALLATION DETAILS 06/22/15 R 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 x/10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY-OF'THE--ARCHITECT OR ENGINEER-OF RECORD` - - - SUFFICIENT LENGTHTO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE LOCATE ANCHORS-AS-SHOWN=IN-ELEVATIONS;ANO-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 FASTEN ED-DIRECTLY-INTO_ __ -_ SUBSTRATES__WITH STRENGTHS LESS THAN T_HE_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 1'D 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, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD-ON FLANGE. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED W:TH 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. 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. 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 #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:06/23/2015 EASTERRAA—Si OF SYSlE115 11p1:1111! rM Eastern EASTERNHET&SY Y0. TABLE OF CONTENTS 2466 PICTURE WINDOW *• Q 6SHEET NO. DESCRIPTION 64 x 84 NOTES A E OF1 NOTES OWGNO. REV2 ELEVATION 08-00565 C //)/'S/..._ .._-. . ._. .. _. ._.3.-.4--.INSTALLATION-DETAILS._. __......-. --... _._.�._ - oarE__7-/.29/08._._.. sREET %lONAL.11��- REVISIONS REV DESCRIPTION DATE APPROVED 64" MAX FRAME WIDTH A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. B UPDATED PER NEW CERTIFICATION 06/26/14 R.L. 6" MAX. 1/2 6" MAX. MAX. O.C. C REVISED INSTALLATION DETAILS 06/22/15 R.L. 6" MAX. 9" MAX. O.C. 3/16" ANN .075' SEASTORM BY EASTMAN - - -- - _ -- -- - - 3/16"-ANN- � 3/16°_ANN__ _ \\ 84„ SIKAFLEX 552 78 7/8" MAX- ALUMINUM MAX FRAME BOX SPACER D.L.O. HEIGHT SYSTEM 1/2" BITE SETTING BLOCK GLAZING DETAIL 6" MAX. 58 7/8" MAX. D.L.O. 2466 PICTURE WINDOW EXTERIOR VIEW SIGNED:06/23/2015 DESIGN PRESSURE RATING IMPACT RATING ' .. EASiF11N A�RfJIREGTUML6Y5TENS I/ t6O.OPSF LARGE AND SMALL rM STEPNNETL \MISSILEIMPACT H LLOI�OOYE6iCwE -fk.•-.:'LS:!g.4 m.`IC2466 PICTURE WINDOW • zz 6164 x 84ELEVATION AND GLAZING DETAILS OF ;i+� c�'DWG N0. REV ! r•IGRloP,�\\�--... DATE / / 08-00565 C �/ 5//111 / �ONAt _1 . REVISIONS 2 1/2" MIN. EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY I A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. BY OTHERS °° G ^ ° B UPDATED PER NEW CERTIFICATION 06/26/14 R.L. ° °A A G 1 1/4" MIN. C REVISED INSTALLATION DETAILS 06/22/15 R.L. OPTIONAL 1X BUCK A ° °° G ° EMBEDMENT SEE NOTES 3-7 SHEET 1 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY By OTHERS - APPROVED J a L_ °•v 1/4" MAX. SEALANT 1/4" MAX. OPTIONAL 1X BUCK •, SHIM SPACE - -- SHIM-SPACE SEE NOTES 3-7-SHEET 1. 3/16" TAPCON 3/16" TAPCON ° •v ° • INTERIOR a°v 2 1/2" ° EXTERIOR INTERIOR MIN. ° EDGE DISTANCE •v EXTERIOR APPROVED I SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION APPROVED C 3/16" TAPCON SEALANT NOTES: 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1X BUCKn SHIM SPACE NOT SHOWN FOR CARITY SEE NOTES 3-7 SHEET 1 U 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY • Q ' BY OTHERS a SIGNED:06/23/2015 1 1/4" MIM. � EASTERN AROIITECTUMLSVSTEMS \1SIIIIIJI EMBEDMENT �� EASTFAADMETT&SYPKY �\N P. 1b�7///i • EaSta�n a T 5.1CAYE \CEN war MYEas,R.owonaiafi r:� 2 t/2" MW. 2466 PICTUREWINDOW �* 06 •• `' EDGE DISTANCE INSTALLATION DETAILS •; STATZ OE z VERTICAL CROSS SECTION i '•, CONCRETE/MASONRYINSTALLATION DARMN: Dwc No. 08-00565 RC ��/s�f �R� --. 3/29/08_.....,,_,. SHEET CI AIL 4� BCIS Home Log In User Registration ? Hot Topic Submit Surcharge ! Stats&Facts Publications ! FBc Staff BCIS Site Map Unks ' Search I b Product Approval ,USER:Public User r zova�r & a ` Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL17472-R1 Application Type Code Version2014 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)432-2204Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com I Technical Representative Timothy J.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 Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing i, Certification Agency Keystone Certifications„Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 i 1994 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A II i Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval Date Approved 05/08/2015 Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CAR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2018 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28 Ddf pressure rating Verified By: Hermes F.Norero,P:E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.Ddf Created by Independent Third Party:Yes f17472.27 HVHZ Clipped Aluminum Tube HVHZ Clipped,Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-101CAR.odf Approved foru VHZ:Yes FL17472 R1 C CAC 622-102CAR.Ddf Impact Resi t:Yes FL17472 R1 C CAC 622-103CAR.pdf Design Pressu A FL17472 R1 C CAC 622-SOSCAR.Ddf Other:See drawing set for mullion size,configuration and FL17472 R1 C CAC 622-106CAR.odf design pressure rating Quality Assurance Contract Expiration Date 07/18/2018 Installation Instructions FL17472 R1 H PA-0003 HVHZ SS 2015-02-28.Ddf Verified By: Hermes F.Norero,P.E.73778 Created by Independent,Third Party:Yes Evaluation Reports FL17472 R1IAE PER3285 HVHZ SS 2015-02-28.pdf Created by Independent,Third Party:Yes Back Next i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllity'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 emaiis 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. i Product Approval Accepts: CORE ®�® i VISL��ril��jQv V' i EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION k FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. —' 3. APPROVED IMPACT PROTECTIVE SYST%S NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, q r I r'"'�` �� MULL INDIVIDUAL UNITS ATTCHEO TO MULLIONS MUST 8E PACT RATEO. - Y! \\ r SPAN'L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, \ :RESISTING SYSTEM CAPABLE.OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TOTHE TYP T FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR-THEPROJECT OF - -- INSTALLATION. - ._:-VERTICAL:SPAN.. S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E sPAN'L' MULL -- FOR THE PROJECTOFINSTALLATION. 4 MULLION._ �� 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR R -�P - YN SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, - A LICENSED ENGINEER ORARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN %/ 001NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 7. MULLION&CLIP MATERIAL:ALUMINUM 6005 TS&606346(AS NOTED) MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT UNDER SEPARATE APPROVAL. - 9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COMETYP 4 TV INTO CONTACT WITH AWMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL°T° MULL SPAN MULL INSTRUCTIONS: SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING, F. 2. CHOOSEA MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. M • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / 'WI' 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT Of DETERMINED USE TWO-WAY MULLION CHART, I 4, VERIFY 7 A UL ION DESIGN PRESSUREMEETS R EXCEEDS REQUIRED DESIGN _lil 3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. 4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION 6 CLIP ASSEMBLIE5 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES 8 - VX 4"MULLION DESIGN LOAD TABLES t11111111t< 9 2"X 4"MULLION DESIGN LOAD TABLES ,�� s F �2tfr,' REVISIONS EA7ER'm nsT«.io�F 8,"76 J � ♦ MIADMSMN BYPPIY IO 2"X 6"MULLION DESIGN LOAD TABLES ��r��• CC�y i��' a uMINYM Awad o1AORA 10030 MAMA ROAD F� FROWdl1}21] 11 - MULLION ASSEMBLY AND LOAD EXAMPLES d nrW. Y . '�_�!"«AA.•A,.« HVHZ CLIPPED ALUMINUM TUBE MULLIONS k • 7 e *: VERTICAL AND HORIZONTAL CONFIGURATIONS fl T T D GENE LAD ! STALLATION NOTES Digitally signed by Hermes F.Norero,P.E. o c P, w nAfie o�A�MM� : 02/05/13 TJH ounb"bRoPs nx Reason:I am approving this document � � o �RA,�N�Na SCAM � FBPECERnF2CATEOF �p ...-_,g ,- ,..__ _ i s �� PA-0003 N.T.S. AufiHOMATIONNo 2978 Date:2015.02.2812:45:10-05'001 3D' o _. reFe .a Au o. 78 L.A- o8scrlwnoN 1 OF 11 2.000" I�- 0,250" 1.000" 2.000" 1.000" 1.000" - _ _ 0.250" 0 250" _ - 4.000° -- - - 0.125" - - - = 4.000" 3.125" 0.125" 3.125" - - -- --- - -_ 0. _ 0.625" 0.250" 0.250" 0.250" X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS (QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. �IC1111111I REVISIONS �R"ARu WMJPu SYSUMS %1%%%% 0 F.F O%',, � .East rn: MTEWiMAO�TA"L 9YPPl.Y /•C'C',iFOSITWIMS.FLOWIA 90 7 HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS .an T T r MULLION CROSS SECTIONS irOT•••r Pi ��`\ - OZ 05 13DATE:DRAWNTJH PREFAB OBY: BU /, � r•••..•r•• G\ �� ORAWINO Nb. ILDSNG ORDPS,INC, ... .. FevE CERTIF7LATE OF PA-0003 N.T.S. AUTHOAl2A (NNO.�Z9778 AM 7YE EASDSHEET: ..- :_...._. .... 3MPE COAT.,O♦' QI N0.2Y5T! �' �� DEOCHIPRON REV 2 OF 11 - I�-5..� �5..� 0 0 - _T 0 0 2.25" o 2.25" o /\ 2.25" 1.75" FT1, 2.625" 3.375" 0 2.25" 0 0 2.25" o 11 4.625" 5.375" 0 0 0.12,5" 2.25" =f' 0.12.5° 11— 0.125" 2" Jl- 0 2" X 5" X 1-3/4"-L-CLI P- _ 2" X 5" X 2 1/4" L-CLIP 0.125" - 2" 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 -ALUMINUM-6063-T6 - -- -- T_ 2" X 4" X 5 3/8" L-CLI P 10.46" ALUMINUM 6063-T6 2.50" 0.722"--I l� 2.25" I o I_T 0.722"---] 10.46" 2.25" 0 2.25" ° \O 2.25" 2.25' o 0 0 0.188" 2.25" ° 2.25" .0 2.125" 2.125" I 1 0.188" 1015/32" X 2 1/4" H-CLIP 21 4" CLIP 13/4" U-CLIP �_� ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 I 1015/32" X 13/4" H-CLIP T ALUMINUM 6063-T6 8.25" 2.25' 2.25" 5'2.2 0 0 0 0 2.625" \111111111/1/ REVISIONSEwsTEaNaADWIO uaRFL BY3TEMe \\\\ F. �� EASTERN METAS 8Y y ° ° ° 0 \ F. ,E�st�rn /'� 0 '♦�I AL�gw..N A wruV uRTno FDMVEIiS,FIONIDA]]Bf] . f` ♦I� E W .. 806]]-TdH 0.125" : z.•'y� •.O TO HVHZ ALUMINUM TUBE ULLIOS 0.875" -* , NJ * = VERTCALUAND DHORIZONTAL CONFIGURATIONS T ? ;. T T CLIP D AILS 81/4" X 3 3/8" H-CLIP I DATE:DMWNBY• PREPAREBBM �O�•., ( P;°�<u`�� WN 05 13 TJH e�D�Duovs ♦ •• \ � uNAYANO No- ecuE: ALUMINUM 6063-T6 ♦i N�fyq f.,A �` v \ PA'0003 N.T.S. AUTHORCLAnoN NO.RCATE 29570 - sNEET:..._.., .. A fl„.. , . .._.... . .,. Jr. BY DATE oEBDN"ON A 3 OF 1 1 — cePE anr.aF Na aus7e INSTALLATION ANCHOR(SEE NOTES INSTALLATION INSTALLATION HORIZONTAL SHEETS 6.10) 21f2"MIN' ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES EDGE DIST. SHEETS b-10) EMBEDMENT SHEETS 5-10) MULLION,TYP. CONCRETE OR �' ° MASONRY BY OTHERS CAULK BETWEEN a t1 3/4"MSN. ° MULLION CLIP ' CONCRETE/MASONRY&IX °' °• 4 e 1 lf4"MIN. a EXTERIOR WOOD BUCK BY OTHERS ° £M8£QM£NT EDGE DIST, o: TYP. 6 TYP. 1 X WOOD BUCK CONCRETEOR a EXTERIOR INTERIOR — BY.OTHERS., MASONRY BY OTHERS_•_-_ CAULK BETWEEN MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS a MULLION,TYP. I i I i 2 X WOOD BUCK EXTERIOR i i INTERIOR BY OTHE115 a'• — ———L-ns,"MULLICIN INTERIOR TYR HORIZONTAL SECTION I I MULLIONT M -- 'ryp, 4 ULLION INTERSECT DETAIL HORIZONTAL.SECTION SIDEVIEW rV ERTICAL SECTION 4 JAMB-2X WOOD BUCK 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL LSIDE VIEW-VERTICAL I I INSTALLATION ANCHOR(SEE NOTES SHEETS 6-10) HORIZONTAL EXTERIOR � I INTERIOR MULLION,TYP. MULLION EXTERIOR INTERIOR TYP. MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR 6S �$ Typ. ALL MULLION&CLIP ASSEMBLIES. VERTICAL i I SEE SHEETS 6-10 FOR ALLOWABLE I MULLION CONFIGURATIONS,SIZES, MULLION,TYP. MULLION CLIP LAND DESIGN PRESSURES. I ( TYp. HORIZONTAL SECTION ° °' a . • -0' ' 4 X-MULUON INTERSECT DETAIL a4 0 ° 21/4"MIN SIDE VIEW :d, EMBEDMENT PRECAST SILL ° REVISIONS �1�r., WTaMMCHITECNIIALSTBTFMO BY OTHERS \� F / ADNISIDNM . 0 // EA9TfRN MSTK 8Y1'PtY ��\ `_\V,rr•rr • IA.�uoN Iw 51 IYMoV1N Fe =MVEIiS.FLO100A.1a INSTALLATION Z�. '- AD so"u-nu ANCHOR(SEE No 21/2"MIN. T11E HVHZ CLIPPED ALUMINUM TUBE MULLIONS SHE -10) EDGE DISTANCE =* . 7 * VERTICAL AND Q-- _ r . HORIZONTAL CONFIGURATIONS ETAIL ERTiCAL SECTIONANTS MASONRY SILL-CONCRETE/ O P;' <4 02/05/13 TJH . '� •• r•r \�\`` DNDN2 SCALE: BUPI. NANADTN6 DPDP5.IMC. 4 SIDE VIEW-VERTICAL �e� MH°7 G �` PA-0003 N.T.S. AUFePiNa�ua Ti�oNwi95Te FBPE DeRT. er. "oATe' oEscwPTTDNs 4"OF' 11 nEv: VERTICAL MULLION U-CLIP TO MULLION CONNECTION - - - - - - - - - - - - -HORIZONTAL MULLION - --- - - --- - H-CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES. SEE NOTES SHEETS 6 - 10 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH I"x 3 1/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPRO SEE INDIVIDUAL MULLION SHE REVISIONS. • EAlTERN nAWSIONa 81b,E"9 �5 F. o -,, East�err� 'MN NET&�V IMn.VviM lw�iw P:�iwP nlnPn� TBS WR.FLOAIO M13 �`•- \•Q i UTl: .. .. - 7 = HVHZ CUPPED ALUMINUM TUBE MULLIONS * * _ VERTICAL AND HORIZONTAL CONFIGURATIONS MULUIO AND CLIP ASSEMBLY DETAILS OAIE:oRAxv Br: vAErAaEO Br: 02 05 13 TJH ovs.ale /, (� •••r.•r.••• G\ \\ DRAWING NO. 9CAlE: FBPEGEP LFICATEOF r : cif N ] `,O PA-0003 N.T.S. AunwarzArxoNNO.zsa]e aaa EAS .. ._.- BAN4! B ogre oEscwvrloN REv 5 OF 11 — FHFE CERT.OF AU GN NO.2YB]E �I Fes- 1.0001' FESSURE LIMITS FOR MULLION:1"z 3.1/8" UGH -ONE-WAY MULLIONS I IMULLION N� MULLIONT WIDTH'W' IN.24 30 42 48 53.0.0 54 60200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.048 200.0 200.0 200.0 200.0 200.0 200.0 200.0200.0 181. 158.0 143.3 134.3 129.8 129.3 127.6 -12 . 123.7 101. 77.7 71.1 67.2 66.7 63.8 84" 101.0 76.9 -62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 -�ONE-WAY MULLION DIAGRAMS 108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 ��- DESIGN PRESSURELIMITS FOR MULLION:1"x3-1/8" UG -TWO-WAY MULLIONS 1" 3-1/8" (LIGH�j) MULLION - SPAN T TRIBUTARY WIDTH"' ' IN, ALUMINUM 6965-T5 MULLION IN. 18 24 30 36 42 48 53.125 54 60 MULLION I 24 200.0-1 -200.0 200.0 200.0 1 200.0 200.0 _200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 - 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 HT1+W2 72 157.6 118.2 94.5 76.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH_ 2 _fl, 84 99.2. 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 96 66.5 49.9 39,9 33.2 26.5 24.9 22,5 22.2 19.9 108 46.7 35.0 28.0 23,3 20.0 17.5 15.8 15.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 6 CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. THIS SHEET FOR SPECIFIC MULLION QUALIFIED ANCHOR CLIPS 4. SFE HPEET3FORSPECIFICCLDI ENSIONSENSIONS. 5. ANCHOR REQUIREMENTS: .WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS o ° ° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: ° •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF P.WOOD SHALL BE MIN.S.G:0.55. 0 0 0 0 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ° BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2" X 5" X 2 1/4" L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2 1/4" U-CLIP MIN.4000 PSI. ALUMINUM 6063-T6 .METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005-T5 **MUST BE USED IN PAIRS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. U-CLIP FOR USE ONLYIN MULLION-70-MULLION EA6TERN ARCMTECNRII BYBTEMS 0111111111" REVISIONS _� �a��, .R.NWns CONNECTIONS %1C 2/7 �� /r EA6TEflN METAL SYFPLY O O O \\\� �J F O �I�I FORTMVRSFLORIOA]]DI] \\\ `_ •• ��' Ap�MT foM AH-oov. v •tOD106AVARIAROAD NOTE:SEE SHEET 3 FOR SPECIFIC 0 0 0 7 = TIr E. HVHZ CLIPPED ALUMINUM TUBE MULLIONS CLIP TYPES AND DIMENSIONS. VERTICAL AND HORIZONTAL CONFIGURATIONS 1015/32" X 21/4" H-CLIP = T T u�, x 3 1 a" LIGHT MULLION GATE:ORANTl SY: PREPAREDSY: ALUMINUM 6063-T6 ��n '•L P•' ?�\\\ 02 05 13 TJH BVJLDTN60ROPS,INC. ••• �.j ♦ DRAVANO No: SCALE: F6PECERTIEICATEOF paw�\♦\ PA-0003 N.T.S. AVTNO RATTONN0.79976 ]SE EAST Owk6G611p��y�yyE�O- ]]S 6NEET: -' REN ��••• ��••• FEPE OE".OF AUTH UTIR1 N0.]Y77• OATE OESC111PTION REV 6` OF 1 1 � a 1�Jim BCIS Home { Log In User Registration 1 Hot Topic Submit Surcharge I Stats&Facts i Publications FBC Staff I BCIS Site Map ( Links Search t�t7fEt'� Product Approval r is USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL14605-R4 Application Type evlsl Code Version2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission iflnecessary. Comments Archived {.~ Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave, Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@eastemmetal.com Authorized Signature James Flesher jFlesher@easternmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com I 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, 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 'I 2005 ASTM E1996 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By fl f Product Approval Method Method 1 Option A Date Submitted 04/06/2016 Date Validated 04/13/2016 Date Pending FBC Approval Date Approved 04/13/2016 Summary of Products FL# Model,Number or Name Description 14605.1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14605 R4 C CAC N1006120.01-R2-sianed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+60.0/-60.0 Installation Instructions Other:Maximum 3 Panel,Multi-Track,Bypass FL14605 R4 II 08-02675.odf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R4 AE 513450.odf Created by Independent Third Party:Yes 14605.2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Cert cation Agency Certificate Approved for use in HVHZ:No FL14605 R4 C CAC NI606119 01-R2-signed odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 ' ' Design Pressure:+80.0/-80.0 Installation Instructions Other:Maximum 4 Panel,Multi-Track,Bypass FL14605 R4 III 08-02691.odf Verified By: Luis R.Lomas,P.E.62514 Created by Independent:Third Party:Yes Evaluation Reports FL1460S R4 AE 513466.odf Created by Independent Third Party:Yes 14605.3 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification!Agency Certificate Approved for use in HVHZ:No FL14605 R4.0 CAC NI611134-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 144"x 96"3 Panel Bypass,2-Track. FL14605 R4'II 08-01671A.Ddf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R.Lomas,P.E.62514 NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent;Third Party:Yes Evaluation Reports FL14605 R4'IAE 512351A.odf FL14605 R4 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes 14605.4 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD emits of Use Cert cation Agency Certificate Approved for use m H :No FL1460S R41 C CAC N1011134.01-R1.odf Approved for e o Ade H :Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 05/31/2021 I Design Press e:+50.0/-50.0 Installation Instructions Other:Maximum x 6"4 Panel Bypass, FL14605 R4 II OS-01670A.odf 2-Track.FRAME MATERIAL TO BE RIGID PVC FROM Verified By:(Luis R.lomas,P.E.,62514 DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party:Yes Evaluation Reports ': FL14605 R4 AE 512350A.13df FL14605 R4 AE NOA 14-0423 17.PDF Created by Independent Third Party:Yes 14605.5 Series 623 Non-Impact Vinyl SGD Series.623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14605 R4 C CAC NI011134.02-R1.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 144"x 96"3 Panel Bypass,2-Track. FL1460S R4 II 08-01673A.odf Verified By:f Luis R.Lomas,P.E.62514 REVISIONS REV DESCRIPTION DATE APPROVED A I REVISED INSTALLATION DETAILS 06/22/15 R.L. NOTES: 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). _____3. 1X-BUCK-OVER-MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-175 1/8" THICK MINIMUM --DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED-COATING OR MEMBRANE. -_ 45.-APPROVED_CONFIGURATIONS: OX, XO,-OXO, OXXO SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT - SHOWN-HEREIN: WIND LOAD DURATION FACTOR Cd=1.6 WAS_USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND'INSTALLATION DETAILS. 11. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" TAPCONS OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. SIGNED:06/23/2015 Pl9TERN AR�RE�TNUL BYeiE1l9 \\VIII/!!/.� —ml Eastern aw,oowesncA�ra Ky FORT MMB.FLMOAM12 ��\/ • \ S• y y' TABLE OF CONTENTS ~• '�'?D +"' 'i\' F +� SHEET NO. DESCRIPTION SERIES 623 VINYL SLIDING GLASS DOOR .�'*• 0 BtBi ��* 192" x 96" IMPACT / E.. tri 1 NOTES NOTES •. TAT dF ,ttt�`. 2 NAIL FIN ELEVATION DRAWN: DWG N0. RW r,//+ls F�ORIOp;•0\\�� 3 FLANGE ELEVATION RC Lam. 081670 a 1/1 111110 4 - 6 INSTALLATION DETAILS NTS �� 07 13 12 1 OF 6 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. —192" MAX FRAME WIDTH 6" MAX — {» ( 6" MAX O.0 --j 6" MAX. 6" MAX. 96" 93 1/4I O t4" MAX O.C. MAX MAX FRAME PANEL HEIGTH HEIGHT II I 6" MAX. 48 15/16" MAX PANEL WIDTH SERIES 623 VINYL SGD EXTERIOR VIEW FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACTRA t50.OPSF LARGEANDSMALL SIGNED.0612312015 MISSILE IMPACT �� as Ean asx rEs*uw sysf `��t11.41,d J j j j/ st�rn ED ADmSI�of MI5S!!ElEVEL D,WINDZONE4 BSitPO EST�RA AEsmwv , S.R. L a�/�I�� •MW w T oz� R \/ �• / SERIES 623 VINYL SLIDING GLASS DOOR *4-: HTO $192" x 96" IMPACT rl " FLANGE ELEVATION DRAWN: DWO NO, REV rr�f' ►s °tpR,jpQ;,��*�� RA<E NTS DATE 07/13/12 08-01670SHEE30E 6 A � 2 1/2" MIN. REVISIONS EDGE DISTANCE REY DESCRIPTION DATE APPROVED CONCRETE/MASONRY p REwSED iNSTpLV+nON DETAILS 06/22/15 R.L. BY OTHERS ° a ° °° " 1 1/4" MIN. OPTIONAL 1X BUCK ° n EMBEDMENT TO BE PROPERLY ° a 1 1/4" MIN. SECURED �. —'—"—!" EMBEDMENT SEE NOTE 3 SHEET 1 --`�- ��' CONCRETE/MASONRY BY OTHERS APPROVED �� ❑ O o - - SEALANTOPTIONAL 1X BUCK � - 0 1/4" MAX. SHIM SPACE - _ I / E SHIM.SPACE _ --' TO BE PROPERLY RECURED SEE NOTE 3 SHEET 7 6 p I -e - a - - .1/4" TAPCON � p � p L 1/4" TAPCON ❑ { INTERIOR �_� 2 1/ 2" o 1. MIN.N. a EXTERI WTERIOR EDGE DISTANCE EXTERIOR �. APPROVED SEALANT JAMB INSTALLATION DETAIL 1/4" TAPCON a CONCRETEJMASONRYINSTALLATION { APPROVED I ❑ SEALANT o 1/4- MAX. NOTES: OPTIONAL R BUCK o ❑ �E—"L❑Tl SHIM SPACE 1• INTERIOR WN FOREXTERIOR CLARITYINISHES,BYOTHERS, 70 BE PROPERLY U NOTSNOWNfORGLARtTY. SECURED _ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 SHEET 1 DESIGNED INACCORDANCEWITHASTME2112 CONCRETE/MASONRY BY OTHERS < ° a .° SIGNED:0612312015 ° ° � 1 1/4" MIDI. 4 EMBEDMENT T�"RDIVIS ��tllli!!Jj a ° ° Eastern ewa EpNp u�ir°Nips`vra�r g < ° A! 1v.iiu V,nuh� FORT MYT:RS,RUARIOAi7Yi] \ � -,• a ° az. = v..N\CNs�•�i(± . SERIES 623 VINYL SLIDING GLASS DOOR • +. 2 1/2" MIN. #�� 0 �B •.Tt. ' EDGE DISTANCE 192" x 96" IMPACT �pyyQp VERTICAL CROSS SECTION INSTALLATION DETAILS ��- AT d.F �- CONCRETEJMASONRYINSTALLATION DRAWN: DWO ND. REV �a ��QR��P'.� � SCALE NTS DATE 0713/12 08-016SHEET 6 A rr'f sjallA�il o\\`