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Home My WebLink AboutPRODUCT APPROVAL WINDOWS SINGLE HUNG 10/27/21, 1:59 PM Florida Building Code Online Business & iYl „ tIF _ ProfessionalRegulation r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL16412-R6 SFCRETARY Application Type Revision 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 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2012 ASTM E 1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16412 R6 Equiv FL16412 ASTM EQ,pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdohYnTAMgmDb6Dz4EZPRd9VA%3d%3d 1/3 10/27/21, 1:59 PM Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 02/25/2021 Date Validated 02/26/2021 Date Pending FBC Approval Date Approved 03/02/2021 Summary of Products FL# Model,Number or Name Description 16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16412 R6 C CAC NI012195-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2024 Design Pressure: N/A Installation Instructions Other: Design Pressures are as follows: Fin Window FL16412 R6 II 08-02538B .pdf +70.0/-85.Opsf, Flange Window+70.0/-85.Opsf. Maximum Size: Verified By: Louis R. Lomas, P.E. 62514 54"x 77". Frame Material to be Rigid PVC From Deceuninck Created by Independent Third Party: Yes North America AAMA Certified (DEP-1). GLASS INTERLAYER Evaluation Reports COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA FL16412 R6 AE 513311C.pdf BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Created by Independent Third Party: Yes INTERLAYERS 16412.2 Series 176 SH Oriel PVB Series 176 SH Oriel PVB Vinyl single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16412 R6 C CAC NI015128.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: Frame Material to be Rigid PVC From Deceuninck North FL16412 R6 II 08-03660.pdf America AAMA Certified (DEP-1). GLASS INTERLAYER Verified By: Luis Roberto Lomas 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Evaluation Reports INTERLAYERS FL16412 R6 AE 514776.pdf Created by Independent Third Party: Yes 16412.3 Series 176 SH PVB Series 176 SH PVB Vinyl single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16412 R6 C CAC NI015128.O1.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: Frame Material to be Rigid PVC From Deceuninck North FL16412 R6 II 08-03662.pdf America AAMA Certified (DEP-1). GLASS INTERLAYER Verified By: Luis Roberto Lomas 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Evaluation Reports INTERLAYERS FL16412 R6 AE 514778.pdf Created by Independent Third Party: Yes 16412.4 Series HD 2451/2461 Series HD 2451/2461 Vinyl single Hung Window Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16412 R6 C CAC NI011536.O1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2024 Design Pressure: +65/-65 Installation Instructions Other: FL16412 R6 II 08-03686.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16412 R6 AE 514811.pdf Created by Independent Third Party: Yes 16412.5 Series HD2451/Series HD2461 Single Series HD2451/Series HD2461 Vinyl Impact Single Hung Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16412 R6 C CAC NI011536-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2024 Design Pressure: +65.0/-65.0 Installation Instructions Other: Maximum Size: 44"x 84", Nailing Fin or Flange Frame. FL16412 R6 II 08-01933A.pdf Frame Material to be Rigid PVC From Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514 AAMA Certified (DEP-1) Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdohYnTAMgmDb6Dz4EZPRd9VA%3d%3d 2/3 10/27/21, 1:59 PM Florida Building Code Online FL16412 R6 AE 512641B.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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdohYnTAMgmDb6Dz4EZPRd9VA%3d%3d 3/3 REVISIONS REV DESCRIPTION DATE APPROVED 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 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 FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS 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 11/2" WINDOW UNITS MUST BE 17. FOR FRAME ANCHORING 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, 33K& OR ALUMINUM 6063—T5 .125" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. 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 1/1 6" 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 Cd1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 . FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 7 FOR GLASS DETAILS. 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 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 0210112021 EASTERN ARCHITECTURAL SYSTEMS A Ea�• EASTERNIVISION OF \ willillo/I METAL SYPPLY 10030 ROAD i�w..os w oo a N.��000wi FORT MYERSI FLORIDA 33913 =•�•+`V E I �~ •�7-�• a4•.. 800-432-2204 = .+ y •' SERIES 176 SH PVB VINYL SINGLE HUNG *• �$I ik WINDOW 53" X 75" TABLE OF CONTENTS NOTES w TAT OF �'�� SHEET NO. DESCRIPTION DRAWN: DWG NO. REV �, L�RID�; 1 NOTES A.R. 662 E DATE 08 O 2 ELEVATIONS NTS 01/1 2/21 E 1 OF 7 r II l l 3 6 INSTALLATION DETAILS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 7 COMPONENTS 434-688-0609 rllomaspIrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 53" FRAME WIDTH 53" FRAME WIDTH 6" MAX MAX 18" 6" MAX 6" MAX MAX 14" 6" MAX 6" MAX 6" MAX 1 2" MAX O.C. 1 3 / / MAX O.C. 75" 75" FRAME FRAME HEIGHT HEIGHT 6" MAX 6" MAX SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FINLESS INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ SIGNED: 0210112021 NOTES: 53"X 75"UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS EASTERN ARCHITECTURAL SYSTEMS 1 . SASH SIZE: 49 1/2" X 37" FRAME AREA DOES NOT EXCEED 27.6 FT2 �� A DIVISION OF 2. D.L.O.: 48 3/1 6"/X 33 1 1/1 6" �� EASTERN METAL SYPPLY `, L+ `R Jr O �ff�� A LY M 1 H lJ M E.r�o v�rarL FORT MYERS,BAVARI ROAD . • r E A f 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. R ,,�,o. w,�oowa arv� 000.., FORTMYERS,FLORIDA33913 V Lp . 800-432-2204 � y �i 4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. 5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. SERIES 176 SH PVB VINYL SINGLE HUNG �*• �$I WINDOW 53" X 75" ELEVATIONS 0 w.01 TAT OF �'p� DRAWN: DWG NO. REV ��fi�.�L0R`Dt+•�� HARDWARE SCHEDULE A.R. 08-03662 — Z;e;U 'jam • E[� �t ( )ASHLAND DUAL KEEPERS KEEPER I F 3. ASHLAND DUAL LOCKS AT KEEPER OM EACH JAMB 4 FROM EACHJAMB SCALE NTS DATE 01 1 2 21 SHEET 2 OF 7 Al- (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB L.ROBERTOLOMASP.E. Luis R. Lomas P.E. (2)CALDWELL TILT LATCH (20F00041) 1 1/2"FROM EACH SASH TOP RAIL CORNER 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 (2)CALDWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434-688-0609 rllomasplrlomaspe.com REVISIONS 1/2 MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. O EMBEDMEN BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE o #10 WOOD SCREW INTERIOR 1/2" MIN. 00� EXTERIOR EDGE DISTANCE O0 e #1 0 WOOD a SCREW o WOOD FRAMING a INTERIOR OR 2X BUCK o BY OTHERS a BACKER ROD EXTERIOR & APPROVED SEALANT OJAMB INSTALLATION DETAIL L= WOOD FRAMING OR 2X BUCK INSTALLATION D 0 SILL TO BE SET OT 7—A IN A BED OF O O APPROVED SEALANT BACKER ROD NOTES: & APPROVED � 1/4" MAX. SEALANT SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. O 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 OR 2X BUCK BY OTHERS SIGNED: 0210112021 EASTERN ARCHITECTURAL SYSTEMS `5 ++ A DIVISION OF ,1``l f 1'tl r��te�r� EASTERN METAL SYPPLY �,`, R, L O •// VERTICAL CROSS SECTION 10030 BAVARIA ROAD �� 5 • ' ' • 'yq r� f►LI..IM tN LJM ANl7 VINYL A - L w .00...a .....� 000ae FORT MYERS,FLORIDA33913 =•v ■•'G�N s•• (p � ■ WOOD FRAMING OR 2X BUCK INSTALLATION 800-432-2204 � SERIES 176 SH PVB VINYL SINGLE HUNG *' �5t WINDOW 53" X 75" INSTALLATION DETAILS , TAT OF g� DRAWN: DWG N0. REV ��fi ❑R10�■ \C�� A.R. DATE 08 s03662 - ef�IsS�DNAL•Eaj��` NTS 01 /1 2/21 3 OF 7 11 II l I1 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomaspa Irlomaspe.com F L No.: 62514 REVISIONS 1/2 MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE M ETAL STRUCTURE BY OTHERS 1/4" MAX. 0 J SHIM SPACE ❑ ❑ 1/4" MAX. APPROVED SHIM SPACE SEALANT INTERIOR 1/2" MIN. #10 SMS OR EDGE SELF DRILLING DISTANCE SCREW #10 SMS OR �o O _ SELF DRILLING SCREWS METAL o a STRUCTURE DBY OTHERS O� EXTERIOR a INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION � � D n 0 SILL TO BE SET LJ N A BED OF APPROVED SEALANT NOTES: BACKER ROD 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, & APPROVED NOT SHOWN FOR CLARITY. SEALANT 1/4" MAX. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL 0 STRUCTURE SIGNED: 0210112021 BY OTHERS EASTERN ARCHITECTURAL SYSTEMS �• Eastern EASTERNI METAL VISION SYPPLY a'. VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION Ate.o`T'w1 0o a a��000wi OAD FOROT MYERSI FLOR DA 33913 =•�• V�tr�~ •�7-� rS 800-432-2204 . y . SERIES 176 SH PVB VINYL SINGLE HUNG *• ?.;40 IWINDOW 53" X 75"INSTALLATION DETAILS w �'�� DRAWN: DWG N0. REV ��.;�LOR1D�;+ A RE DATE 08 s03662 ��/�jS�nNAL Eaj��\ NTS 01/1 2/21 4 OF 7 I11,1 II L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(plrlomaspe.com REVISIONS 2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/ a MASONRY BY OTHERS a ° 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. oe EMBEDMENT 0 1/4" MAX. OPTIONAL 1 X BUCK SHIM SPACE SEE NOTES 3 - 7 1/4" MAX. °a SHEET 1 SHIM SPACE v 2 ° D MIN. EDGE a INTERIOR 1/4" TAPCON DISTANCE BACKER ROD & APPROVED o��o SEALANT ° a ° ° O _ INTERIOR 3/16" TAPCON 0 EXTERIOR ° OPTIONAL IX BUCK o a v o SEE NOTES 3 7 ° 0 SHEET 1 a o EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION O � 0 SILL TO BE SET BACKER ROD a IN A BED OF & APPROVED APPROVED SEALANT NOTES: SEALANT 0 0 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 — 7 Q� SIGNED: 02/01/2021 SHEET 1 EASTERN ARCHITECTURAL SYSTEMS EASTERN METAL BYPPLY , ��stern ,�5 R.. L'o ,f,� CONCRETE/MASONRY At_uMtM LJM ANl7 ytrart_ FORT MYERS, ROAD . ,i r EIV .•9 �� v,a ...�wor w .00...a .....� 000wa FORT MYERS,FLORIDA 33913 = • • 7! �7 - ° °a �� 800-432-2204 Aim BY OTHERS = .• ti •• SERIES 176 SH PVB VINYL SINGLE HUNG *■ �$q •ik�_ ° 4 WINDOW 53" X 75„ d - INSTALLATION DETAILS 0 w TAT Q •'�� ° DRAWN: DWG N0. REV �� 0Rl0t VERTICAL ERT ICAL CROSS SECTION I�ON A.R.E NTS DATE 01 1 2 21 08 s03662 OF 7 ��,�Sj0NAL}Erj�� 5 L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(plrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED APPROVED 1 1/2" MIN. SEALANT EMBEDMENT BEHIND FIN WOOD FRAMING #8 WOOD BY OTHERS SCREW 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE WOOD FRAMING � 1/4" MAX BY OTHERS SHIM SPACE INTERIOR ooa 1 1/2" o00 MIN. O _ EMBEDMENT �0 �a EXTERIOR INTERIOR a0 #BSCREEW � a 0 a o APPROVED EDGE 6" MIN DISTANCE EXTERIOR SEALANT BEHIND FIN JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION i 0 O NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. O O 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE + SIGNED: 0210112021 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF 7/1 6' MIN �� EASTERN METAL SYPPLY ;, L+ R, Jr�O,ly]I_�f f EDGE DISTANCE 10030 BAVARIA ROAD .`��,• r A f A LYMtN LJM ANl7 YIHYL V 7!FORT2-2204 FLORIDA 33913 = • 800-432-2204 = .+ y �. ♦' � #8 WOOD WOOD SERIES 176 SH PVB VINYL SINGLE HUNG *4- T �$I ik SCREW FRAMING WINDOW 53" X 75" 1/2" MIN. BY OTHERS FIN INSTALLATION DETAILS 0AT Q ��APPROVED EMBEDMENT � �= SEALANT DRAWN: DWG No. REV �i •.�0R10� ' . . . • BEHIND FIN WOODERTICAL FRAMINGOR�OBUCKINSTASS I SECTION A. ARE DATE 08 s03662 - ,��/ss�n�(Al. NTS 01/12/21 6 OF 7 Illlllti L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(plrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 4" U U 4„ � � oo a�o 0 0 3 1/2" 3 1/2" E �� 0 3 1/2" o0��g0 0 ly 0 HEAD SILL JAMB JAMB (4730) FIN INSTALLATION (4760) FIN INSTALLATION (4761) FIN INSTALLATION (4762) EXTRUDED RIGID PVC EXTRUDED RIGID PVC EXTRUDED RIGID PVC EXTRUDED RIGID PVC 4" 1 3/4" 1 1/2" 2„ 3 2 1/4„ 3 4,> Din, HEAD AND SILL (4731) BOTTOM RAIL (5539) LOCK RAIL (4720) FIXED MEETING RAIL (4719) FLANGE EXTRUDED RIGID PVC EXTRUDED RIGID PVC EXTRUDED RIGID PVC EXTRUDED RIGID PVC FRAME COVER (4722) EXTRUDED RIGID PVC 1 1/16" 1 " 1/8" ANN. 1 3/8" 11/1 6" .090" PVB BY KURARAY 1/81, ANN 1/8" ANN. SIGNED: 0210112021 INTERIOR EASTERN ARCHITECTURAL SYSTEMS REINFORCEMENT 55556 REINFORCEMENT 55557 .M► A DIVISION OF ( ) ( ) Easter► EASTERN METAL SYPPLY �,, ,,R,. J��O,I�f f� 6005-T5 ALUMINUM 6005-T5 ALUMINUM EXTERIOR CARDINAL XL EDGE 1 STAINLESS STEEL y -YMtN LIM A Vp tyYl FORT MYERS, ROAD FORT2-2204 FLORIDA 33913 = • • 7! �7 - 1 4" DUAL SEALED SPACER 800-432-2204 •. y �► / SERIES 176 SH PVB VINYL SINGLE HUNG *■ �$I •ik�_ GLAZING BEAD STRUCTURAL SEALANT WINDOW 53" X 75" • cr SIKAELEX 552 COMPONENTS AND GLAZING DETAIL 0 w TAT OF 7/16" O SETTING BLOCK (30096) p. 1 2 BITE DRAWN: DWG NO, REV �,�~r L1�Rl� •• / NO 1 85 DUROMETER / S • . • Ca BYT CENTRAL RUS OAS RUBBER ARE DATE 08SHEET — '��AL}E[a,�t GLAZING BEAD 5464 1 \— NTS o 1/12/21 7 OF 7 EXTRUDED RIGID PVC GLAZING DETAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasCalrlomaspe.00m