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Home My WebLink AboutAPPROVED FL NOA 14608.4 7th with cover sheet Business ♦ Professional • - gulation BCIS Home ; Log in ' User Registration k Hot Topics Submit Surcharge j Stats&Facts Publications: Co Map Links j Search j dba ;- Product Approval USER:Public User 1\V1 Product Approval Menu>Product or Apptication Search>Application List>Application Detail FL# FL R13 v v , Application Type Revision vision 1 Code Version 2020 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 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 Ifiesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14608 R13 Equiv FL14608 AAMA EQ:pj f FL14608 R13 Equiv FL14608 ASTM EQ�R f Product Approval Method Method 1 Option A Date Submitted 05/03/2021 Date Validated 05/18/2021 Date Pending FBC Approval Date Approved 05/20/2021 Summary of Products FL# Model,Number or Name Description 14608.1 Series"FWI 2000"Aluminum Impact !Series"FWI 2000"Aluminum Impact Fixed Window Fixed Window Limits of Use i Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R13 C CAC NI009023.01 R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2024 Design Pressure: +90/-90 Installation Instructions Other:Maximum Size: 144"x 48". GLASS INTERLAYER FL14608 R13 II 08-02395C.pdf COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R. Lomas, P.E. Florida P.E.62514 BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMAN Created by Independent Third Party:Yes INTERLAYERS (Evaluation Reports FL14608 R13 AE 513168D.pdf Created by Independent Third Party: Yes 14608.2 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14608 R13 C CAC NI010609-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2024 Design Pressure: +80/-80 Installation Instructions Other: Maximum Size: 71 1/2"x 71 1/2". Frame material to FL14608 R13 II 08-00557C.pdf be rigid PVC from Deceuninck North America AAMA Certified I Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 (DEP 1) Created by Independent Third Party:Yes Evaluation Reports FL14608 R13 AE 510946B.pdf Created by Independent Third Party:Yes 14608.3 Series 1446 Vinyl Non-Impact Fixed Series 1446 Vinyl Non-Impact Fixed Window with Flange Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14608 R13 C CAC NI010609.01-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 07/31/2024 Design Pressure: +80/-80 Installation Instructions Other:Maximum Size: 74 1/2"x 72".Frame material to be FL14608 R13 II 08-00559C.pdf rigid PVC from Deceuninck North America AAMA Certified(DEP- Verified By: Luis R. Lomas, P.E. Florida P.E.62514 1) Created by Independent Third Party:Yes Evaluation Reports FL14608 R13 AE 510948C.pdf Created by Independent Third Party:Yes 114608.4 SERIES 176 PW PVB VINYL PICTURE I SERIES 176 PW PVB VINYL PICTURE WINDOW WINDOW Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R13 C CAC NI015127.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2024 Design Pressure: +60/-60 Installation Instructions Other:RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA FL14608 R13 II 08-03661.pdf CERTIFIED(DEP-1).GLASS INTERLAYER COMPLIES WITH THE Verified By: Luis Roberto Lomas 62514 REQUIREMENTS OF THE FLORIDA BUILDING CODE ! Created by Independent Third Party:Yes ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Evaluation Reports FL14608 R13 AE 514777.pdf Created by Independent Third Party:Yes 14608.5 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 R13 C CAC NI011878.01-R2.pdf Approved for use outside HVHZ:Yes FL14608 R13 C CAC NI011878-R2.pdf Impact Resistant:Yes FL14608 R13 C CAC NI011879.01-R2.pdf Design Pressure: +80.0/-80.0 FL14608 R13 C CAC NI011879-R2.pdf 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). 01/31/2022 WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE Installation Instructions INSTALLED AT 30'OR LESS ABOVE GROUND LEVEL.GLASS FL14608 R13 II 08-02294C.12df INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas,P.E.62514 FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: Yes KURARAY INTERLAYERS j Evaluation Reports FL14608 R13 AE 513043D.pdf j 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 R13 C CAC NI011880.01-R2.pdf Approved for use outside HVHZ:Yes FL14608 R13 C CAC NI011880-R2.pdf Impact Resistant:Yes FL14608 R13 C CAC NI011881.01-R2.pdf Design Pressure: +80.0/-80.0 FL14608 R13 C CAC NI011881-R2.pdf i 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) 01/31/2022 WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE Installation Instructions INSTALLED AT 30'OR LESS ABOVE GROUND LEVEL.GLASS FL14608 R13 II 08-02293C.pdf INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas,P.E. 62514 FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR i Created by Independent Third Party:Yes KURARAY INTERLAYERS Evaluation Reports FL14608 R13 AE 513042D.pdf Created by Independent Third Party:Yes 14608.7 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin Window with Nailing Fin Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL14608 R13 C CAC NI010610-R2.pdf Approved for use outside HVHZ:Yes f FL14608 R13 C CAC NI010656-R2.pfff Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 j 06/30/2024 Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1). FL14608 R13 fI 08-00563C.pdf GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF j Verified By: Luis R. Lomas,P.E. Florida P.E. 62514 THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party: Yes FOR EASTMAN INTERLAYERS Evaluation Reports FL14608 R13 AE 510952B.pdf Created by Independent Third Party:Yes 14608.8 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 R13 C CAC NI010610.01-R2.pdf Approved for use outside HVHZ:Yes FL14608 R13 C CAC NI010656.01 R2.pdf Impact Resistant:Yes i Quality Assurance Contract Expiration Date Design Pressure: +60/-60 i 06/30/2024 Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1). FL14608 R13 II 08-00565C.pdf 'GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF Verified By: Luis R. Lomas, P.E. Florida P.E.62514 THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party: Yes FOR EASTMAN INTERLAYERS Evaluation Reports FL14608 R13 AE 510954C.pdf Created by Independent Third Party:Yes Back Next 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(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: ®10 ® eC- Credit Card Safe REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING FRAME 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 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 16. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCON WITH SUFFICIENT TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'' MINIMUM 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 -1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. ALL FASTENERS TO BE CORROSION RESISTANT. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 5. WHERE WOOD BUCK THICKNESS IS 1 -1/2" OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .125" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN PROVIDED. IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 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, SEE SHEET 6 FOR GLASS DETAIL. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 0210212021 EASTERN ARCHITECTURAL SYSTEMS �� A DIVISION OF Eastern EASTERN METAL SUPPLY `�,'� R, L OwilIll/u,,If f� - - - 16341 DOMESTIC AVE .\ �, + ' • r ALiJMINIJM n.No YlNYL FORT MYERS,FL 33912 G �',•. „-...,�T .,.,,�oo...a ,.rvo ood... 800-432-2204 S SERIES 176 PW PVB PICTURE WINDOW *■ p 26X �k r IMPACT—HVHZ 72" X 64" �,�■ ( �` TABLE OF CONTENTS NOTES �� F TATE OF SHEET NO. DESCRIPTION i�.Sti'. • DRAWN: DWG N0. REV / �-n�L�R`D� 2 ELOTES EVATIONS A.R.SCALE NTS DATE 01 12 21 08 s03661 ®F 6 - AL}�t,,�� 111 3 5 INSTALLATION DETAILS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 6 COMPONENTS AND GLAZING D ETA F 434-688-0609 rllomaswlrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 72" FRAME WIDTH 72" FRAME WIDTH 6" MAX 12 6" MAX 6" MAX 12" MAX 6" MAX MAX O.C. O.C. 6" MAX 1 6" 1 3" MAX O.C. MAX O.C. 64" � 64" FRAM E FRAM E • HEIGHT HEIGHT 6" MAX 6" MAX SERIES 176 PW PVB PICTURE WINDOW SERIES 176 PW PVB PICTURE WINDOW FRAME INSTALLATION FIN INSTALLATION EXTERIOR VIEW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +60.0PSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 72"X 64"FRAME SHOWN. OTHER SIZES APPROVED AS LONG AS SIGNED: 0210212021 FRAME AREA DOES NOT EXCEED 32.0 FT2 C� EASTERN ARCHITECTURAL SYSTEMS NOTES: ADIVISION OF , , Easters EASTERN METAL SUPPLY `�,'� , L 16341 DOMESTIC AVE \ , + ' • 1 . D.L.O.: 67 3/16" X 59 3/16" A LIJ MINLlM ANO YlNYL FORT MYERS,FL 33912 n '�• . `G fY • {J" �_ 2. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. 800-432-2204 3. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. SERIES 176 PW PVB PICTURE WINDOW *■ p 26X �k- 4. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. IMPACT—HVHZ 72" X 64" ( �` ELEVATIONS • TATE OF •'� DRAWN: DWG NO. REV �•�:�LflR N A.R. 08-03661 — SS�0�(AL Ease SCALE NTS DATE 01/1 2/21 SHEET 2 OF 6 ///ll 111 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas�lrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN. METAL EDGE DISTANCE 1 MIN. STRUCTURE WOOD FRAMINGSHIM METAL EDGEE DISTANCE BY OTHERS 1/4" MAX. M SPACE OR 2X BUCK STRUCTURE BY OTHERS 1 1/4" MIN. BY OTHERS EMBEDMENT II 1/2" MIN. 1 EDGE DISTANCE 0 0 + 0 1 4" MAX.APPROVED fn 1/4" MAX. �o o S IM SPACE o INTERIOR SEALANT SHIM SPACE BEHIND FLANGE APPROVED SEALANT #10 SMS OR 7 BEHIND FLANGE JFI SELF DRILLING SCREWS [Ej #10 WOOD S SMS OR o SCREW SELF DRILLING APPROVED SCREW SEALANT EXTERIOR BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTERIOR INTERIOR EXTERIOR INTERIOR 1 1/4" MIN. 1/4" MAX. #10 WOOD #10 SMS OR EMBEDMENT SHIM SPACE SCREW SELF DRILLING SCREW OO 1/2" MIN. OO APPROVED EDGE DISTANCE APPROVED SEALANT 0 INTERIOR SEALANT F1 BEHIND FLANGE BEHIND FLANGE ° °�n� 1/4" MAX o o 1/4" MAX. O SHIM SPACE STRUCTURE SHIM SPACE u #10 WOOD SCREW WOOD FRAMING BY OTHERS OR 2X BUCK BY OTHERS 1 1/4" MIN WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS o APPROVED EXTERIOR EDGE DISTANCE 1/2" MIN. SEALANT JAMB INSTALLATION DETAIL EDGE DISTANCE BEHIND FLANGE WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION VERTICAL CROSS SECTION SIGNED: 0210212021 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION EASTERN ARCHITECTURAL SYSTEMS + A DIVISION OF ��l l l l l''', VIPEaStarn EASTERN METAL SUPPLY �, , L 0 �16341 DOMESTIC AVE .\ \ • • • -r "ALiJ MINLIM allo VINYL FORT MYERS,FL 33912 ' V� �' EN may .A Sir ��....,rcT w��,---- ----- 800-432-2204 ` �• 'y_ SERIES 176 PW PVB PICTURE WINDOW `*• 0 +•�k�_ IMPACT-HVHZ 72" X 64" INSTALLATION DETAILS TAT �OF 4r NOTES: DRAWN: DWG NO. REV �� qR10t \ 1. INTERIOR AND NOT SHOWN FOR CLAERIOR FINISHES, BY OTHERS, A NTS RE SATE 08 77EET 3 - i�/ISIONALiE�',�ti 01 /12/21 5 OF 6 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasoa Irlomaspe.com F L No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 2" MIN. EDGE DISTANCE ° ° CONCRETE/MASONRY ° BY OTHERS 4 a� - a 1 1/4" MIN 1 1/4" MIN.EMBEDMENT EMBEDMENT v . 0 OPTIONAL 1 X BUCK a 1/4" MAX. APPROVED SEE NOTES 3-7 SHEET 1 o anLy� D SHIM SPACE uu 1/4" MAX. 2°� ° SHIM SPACE SEALANT MIN. BEHIND FLANGE EDGE a oa INTERIOR DISTANCE ILJI o 1/4" TAPCON 0 0 0 1/4" TAPCON EXTERIOR INTERIOR a OPTIONAL IX BUCK a SEE NOTES 37 SHEET 1 0 4 v � 1/4" TAPCON CONCRETE/MASONRY APPROVED EXTERIOR ic�E' O BY OTHERS SEALANT APPROVED BEHIND FLANGE SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK 1/4" MAX. CONCRETE/MASONRY INSTALLATION SEE NOTES 3-7 SHEET 1 � � SHIM SPACE NOTES: CONCRETE/MASONRY 4 ° ° 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS ° °° NOT SHOWN FOR CLARITY. 1 1/4" MIN. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE Q EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0210212021 ° i r a - - - 4 EASTERN ARCHITECTURAL SYSTEMS -- -----� --_"---- A DIVISION OF EasternEASTERN METAL SUPPLY ,. 0 2" MIN. 16341 DOMESTIC AVE ALiJMINIJM ANO VINYL FORT MYERS,FL 33912 EDGE DISTANCE :. ' '� �T �oo a rvo 800-432-2204 �+. \G E �' qL VERTICAL CROSS SECTION SERIES 176 PW PVB PICTURE WINDOW *■ 0 Mq �k r CONCRETE/MASONRYINSTALLATION IMPACT—HVHZ 72" X 64" �,�■ (��` INSTALLATION DETAILS F TATE OF DRAWN: DWG NO. REV ��R��R`�� \ �� A RE DATE 08 s03661 NTS 01/12/21 4 OF 6 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED APPROVED SEALANT 1 1/2" MIN. BEHIND FIN EMBEDMENT #10 WOOD WOOD SCREW FRAMING BY OTHERS 1 1/4" MAX. WOOD FRAMING 1/4" MAX SHIM SPACE BY OTHERS SHIM SPACE 7/16" MIN EDGE DISTANCE INTERIOR 1 1/2" MIN. EMBEDMENT EXTERIOR INTERIOR #10 WOOD ---X SCREW F[l� APPROVED SEALANT EXTERIOR BEHIND FIN 7/16" MIN EDGE DISTANCE O JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION =00 1/4" MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" M N DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0210212021 EDGE DISTANCE EASTERN ARCHITECTURAL SYSTEMS + • EASTERNDIIVEION OUPPLY `ill1ll l''',I #10 WOOD WOOD EaSt�rrr �.� R. L o ��,f SCREW FRAMING ■ - 16341 DOMESTIC AVE . �? . • • �rI,9/ice A LiJ MINLlM allo VINYL FORT MYERS,FL 33912 1 1/2" MIN. BY OTHERS M' �T `"'��w' "�� "' 800-432-2204 �. \GEN�' � P APPROVED EMBEDMENT SERIES 176 PW PVB PICTURE WINDOW `*• 0 51 •�k�_ SEALANT VERTICAL CROSS SECTION IMPACT—HVHZ 72" X 64" �� Ok •�� BEHIND FIN FIN INSTALLATION DETAILS TAT OF WOOD FRAMING OR 2X BUCK INSTALLATION 0, DRAWN: DWG N0. REV �� S qR10� \�� sAcARE DATE 08�03661 — 01M. NTS 01 /12/21 5 OF 6 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasoa Irlomaspe.com F L No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 4" 4" 2" 3 1/2" 1/4" �p��J�� 7/8 O 1 1/1 6„ FLANGE FRAME FRAME GLAZING BEAD FRAME COVER (4722) FIN INSTALLATION (4760) FLANGE INSTALLATION (4731) VINYL PVC(5464) EXTRUDED RIGID PVC EXTRUDED RIGID PVC EXTRUDED RIGID PVC 1 " 3/16" ANN 1/8 11 ANN .090" PVB BY KURARAY 3/16" ANN EXTERIOR INTERIOR GLAZING BEAD CARDINAL XL EDGE STAINLESS STEEL DUAL SEALED SPACER 1/2" BITECoj SIKAFLEX v 552 SETTING BLOCK GLAZING DETAIL SIGNED: 0210212021 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF Easters EASTERN METAL SUPPLY OA,,�IfJ� - - - 16341 DOMESTIC AVE .\ �, + r r • r _7� /- R ALIJ MINLlM ANo VINYL FORT MYERS,FL 33912 G�',•, M..,�T .,.,,�oo...a ,.rvo ooa... 800-432-2204 SERIES 176 PW PVB PICTURE WINDOW *■ p *r IMPACT—HVHZ 72" X 64" �,�■ ( �` COMPONENTS AND GLAZING DETAIL F TATE OF DRAWN: DWG NO. REV ��.�5'•�LflRID�; A R.SCALE DATE 08 s03661 — 0 AL} a�� NTS 01/12/21 6 OF 6 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com