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Home My WebLink AboutSH 1000 FL 14604.5 BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications Contact Us j BCIS Site Map Links j Search ' a (■/� Product Approval ( USER:Public User iw'�a^rna:a';n Product Anuroval Menu>Product or Aoolication Search>Aootieation(List>Application Detail FL# FL14604-Rll 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 jflesher@easternmetal.com i i Authorized Signature James Flesher jflesher@easternmetal.com i Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@ eastern metal,co Quality Assurance Representative Address/Phone/Email i i Category Windows Subcategory Single Hung I Compliance Method Certification Mark or Listing i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i I i i 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 i I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14604 R11 Eauiv FL14604 AAMA EO,pddf FL14604 R11 Eauiv FL14604 ASTM EQpdf I Product Approval Method Method 1 Option A Date Submitted 05/18/2021 � Date Validated 05/19/2021 i Date Pending FBC Approval � I Date Approved 05/21/2021 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Y Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R11 C CAC NI010607-113.t>df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2024 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Vent Size: W-44.38" H-35"Glazing: FL14604 R11 II 08-00556C.odf 3/4" Overall I.G. Verified By: Luis R. Lomas,P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1I AE 510945B.odf Created by Independent Third Party: Yes 14604.2 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 R11 C CAC NI010813-R3.tadf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2024 Design Pressure: +50/-50 Installation Instructions Other:Configuration: O/X Vent Size: W-50.38" H-35.13" FL14604 R11 II 08-00558D.txiif 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 R11 AE 510947C.W Created by Independent Third Party: Yes 14604.3 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R11 C CAC N1013364.02-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2024 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R11 II 08-02914A.odf Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports 1 FL14604 R11 AE 513739B.0f Created by Independent Third Party:Yes { 14604.4 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R11 C CAC NI013364,03-Rl.p f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2024 Design Pressure: +50/-50 Installation Instructions i Other:O/X Max. Frame Size: W-53 1/8" H-72"Glazing: 3/4" FL14604 R11 II 08-02915A.odf Overall Laminated IG Verified By: Luis R. Lomas,P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R11 AE 5137405.Ddf Created by Independent Third Party:Yes 14604.5 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 R11 C CAC NI009020.01-R3.odfi Approved for use outside HVHZ:Yes FL14604 R11 C CAC NIO09020.02-R2.pdf Impact Resistant:Yes FL14604 R11 C CAC NI009020.03-R2.odf Design Pressure: N/A FL14604 R11 C CAC NI010670.01-R2.odfi Other:See drawing 08-02476 for design pressures.GLASS FL14604 R11 C CAC N1010670-R2.odfi i INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Quality Assurance Contract Expiration Date FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR 12/31/2023 EASTMAN INTERLAYERS Installation Instructions FL14604 R11 II 08-02476B.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R11 AE 513232C.pdf Created by Independent Third Party: Yes 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 a-mall 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 emalls 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 i C red iit'Crard Safe i i i I i I i i I i I i i I j L . Roberto Lomas P. E. Engineering Evaluation Report 1432 Woodford Rd Lewisville , NC 27023 Report No . : 513232C 434-688 0609 rllomas@lrlomaspe . com Manufacturer : Eastern Architectural Systems 10030 Bavaria Rd FT Myers , FL 33913 Product Line : Series FWI 1000 Aluminum Single Hung Window — Impact Compliance : The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20 -3 . 005 method 1 (a ) . The product listed herein complies with requirements of the Florida Building Code , Supporting Technical Documentation : 1 . Approval document : drawing number 08 -02476 , revision B , prepared , signed and sealed by Luis Roberto Lomas P . E . 2 . Test report No . : NCTL 210 -3374 - 1 signed and sealed by Gerard J . Ferrara P . E . National Certified Testing Laboratories , Orlando , FL TAS 201 Large Missile Impact Test, Level D , Wind Zone 4 TAS 203 Cyclic Pressure loading ±75 . 0psf design pressure 3 . Test report No . : NCTL 210 -3753 - 1 signed and sealed by Gerard J . Ferrara P . E . National Certified Testing Laboratories , Orlando , FL TAS 201 Large Missile Impact Test , Level D , Wind Zone 4 TAS 202 Uniform Static Air Pressure , + 120 . 0/- 150 . Opsf design pressure , 20 . Opsf water penetration . TAS 203 Cyclic Pressure loading + 120 . 0/- 150 . 0psf design pressure 4 , Test report No . : FTL 5682/ 11 -749 signed by Manny Sanchez . Fenestration Testing Laboratory , Medley , FL TAS 201 Large Missile Impact Test , Level D , Wind Zone 4 TAS 202 Uniform Static Air Pressure , + 80 . 0/- 100 . Opsf design pressure , 12 . Opsf water penetration . TAS 203 Cyclic Pressure loading + 80 , 0/- 100 . Opsf design pressure 5 . Test report No . : ESP009274P - 10 signed and sealed by Ramesh C . Patel P . E . Element Materials Technology , Wausau , WI AAMA/WDMA/CSA 101 /I , S . 2/A440 Design pressure : + 80 . 0/- 100 . Opsf Water penetration resistance 12 . Opsf ASTM E1886/ E1996 Large Missile Impact, Level D , Wind Zone 4 Cyclic Load Test , + 80 . 0/- 100 . 0psf design pressure 6 . Test report No . : ESP009274P. 11 signed and sealed by Ramesh C . Patel P . E . Element Materials Technology , Wausau , WI TAS 201 Large Missile Impact Test , Level D , Wind Zone 4 TAS 202 Uniform Static Air Pressure , + 80 . 0/- 100 . Opsf design pressure , 12 . Opsf water penetration . TAS 203 Cyclic Pressure loading + 80 . 0/- 100 . 0psf design pressure 7 . Test report No . : FTL 07-311 /5417/02 signed by Manny Sanchez , Fenestration Testing Laboratory , Medley , FL TAS 201 Large Missile Impact Test , Level D , Wind Zone 4 TAS 202 Uniform Static Air Pressure , ±60 . Opsf design pressure , 9 . Opsf water penetration . TAS 203 Cyclic Pressure loading ±60 . 0psf design pressure 8 . Anchor calculations , report number 513166 - 1 B , prepared , signed and sealed by Luis Roberto Lomas P . E . \ - L � �� . . . ,' 0 - 5 46� TAT o FAft . � @ L 1 of 2 Luis R . Lomas , P . E . FL No . : 62514 05/ 19/2021 L . Roberto Lomas P. E. Engineering Evaluation Report 1432 Woodford Rd Lewisville, NC 27023 Report NO . . 513232C 434-688 0609 rllomas@lrlomaspe . com Limitations and Conditions of use : • Design pressure : Refer to installation drawing . • Unit size : Refer to installation drawing . • Units must be glazed per ASTM El300 according with glass details in approval drawing . • This product is rated to be used in the HVHZ . • This product is impact resistant and does not require impact protection in wind borne debris regions . • Frame material to be extruded Aluminum 6063-T5 . Installation . Units must be installed in accordance with manufacturer' s installation instructions and approval document 0M2476 , revision B . Certification of Independence. Please note that I don ' t have nor will acquire a financial interest in any company manufacturing or distributing the product(s ) for which this report is being issued . Also , I don ' t have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s ) . 0 5 • TAT 0 F OR 1131?` ZZ o /� j1 � 111t1t ��►' ZONAL 2 of 2 Luis R . Lomas , P . E . FL No . : 62514 05/ 19/2021 REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. B REVISED INSTALLATION DETAILS 03/22/2021 R.L. NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" 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. 1X 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 FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 1X 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 0.125 THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. 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 ALUMINUM 6063—T6. 12. UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEETS 2-7 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 #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. SIGNED:0410112021 EASTERN AA DMSITURALSYSTEMS `\ 11iiirr �� fp AOMSWNOF Eastern Ea5 ERNME A SYPPLV ```�J`S it, to '�q,// wn aMw��wM ciOv IM0]MMVMMROAo Iw .I wn aaunw F]M-T]MYERS,FLORNA.Mt] `., .%G E 1.&�••t1/% TABLE OF CONTENTS SERIES FWI 1000 IMPACT *• Oy8126 `( SINGLE HUNG WINDOW = ` S SHEEP N0. DESCRIPTION NOTES i'J3♦ TAT OF ;fifty+ 1 NOTES ��'OFs';�ORIOP DRAWN: DWG NO. REV / 2 — 6 ELEVATIONS V.L. DATE 08 SOEE476 a ��iijQ�ONA�1�a�� 7 CROSS SECTIONS AND B.O.M. NTS 08/20/14 1 OF 12 8 — 11 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 12 COMPONENTS 434-6es-0609 rllomas@Uiomaspexam REVISIONS REV DESCRIPTION DATE APPROVED 48 FRAME WIDTH 48 FRAME WIDTH A REVISED GLAZING DETAILS 12/26/ 17 R . L. 13 " 5 " MAX �� 13 " MAX O . C . 5 " MAX 5 " MAX MAX 5 " MAX B REVISED INSTALLATION DETAILS 03/22/2021 R. L. O . C . 5 " MAX 5 " MAX 11 / 16 " • 1 /8 " HS 1 /8 " HS O � • DURASEAL OSPACER SYSTEM . 090 " SAFLEX BY EASTMAN 12 " 10 BY QUANEX 1 /8 " HS MAX . O . C . MAX O . C . WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING BLOCK ( 30096 ) 72 „ 85 DUROMETER FRAME 72 " 3/4 " BITE BY CENTRAL RUBBER HEIGHT FRAME EXTRUSIONS HEIGHT INTERIOR EXTERIOR GLAZING DETAIL A XWHEN USED OUTSIDE THE HVHZ X 11 / 16 " 4 1 / 8 " TEMP 4 1 /8 " HS DURASEAL SPACER SYSTEM 090 " SAFLEX BY EASTMAN 5 " MAX 5 " MAX BY QUANEX 1 / 8 " HS WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW FPVC 65 DUROMETER SETTING BLOCK (30096 ) EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION 1 85 DUROMETER 3 /4 " BITE BY CENTRAL RUBBER DESIGN PRESSURE RATING IMPACTRATING T EXTRUSIONS LARGEAND SMALL INTERIOR + 75. OPSF MISSILE IMPACT EXTERIOR GLAZING DETAIL A MISSILE LEVEL D. WIND ZONE 4, AND HVHZ WHEN USED IN THE HVHZ WITH GLAZING A SIGNED: 0410112021 NOTES : MayStEASTERN ARCHITECTURAL SYSTEMS 1 . SASH SIZE : 47 " X 38 " . A DIVISION OF �\ / 2 . D . L. O . : 42 3/4 " X 31 5/8 . EASTERN METAL SYPPLY R .R .. L O / 3 . HARDWARE : ^ L-um wU "MUM,� �, � v+, wv � 19939BAVARIAROAD o�` �� • `/�` ( I • ,��► ��i P " °r + lunsdv WMa r#2"w <.va. trry�0 FORT MYERS, FLORIDA 33913 � � • `y � N0 • � f� a . ( 1 ) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL B9D-032-2294 v �• V � . j dolffils AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT .' * � ` 0p6 �� * b . (2 ) SPIRAL BALANCE LOCATED ON EACH JAMB . SINGLE HUNG WINDOW 4 =TT C . ( 2 ) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS ..'p • TO OF (� �. RAIL END . FDRAWN: DWG N0. REV �00 lopa • :"t ® R �'` 4. NO REINFORCEMENTS . �/ Lp /•�• . • • `` DATE OS SOE�76 B �/yNAI.t �`� 08/20/ 14 2 OF 12 L. ROBERTOLOMASP_E. Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC27023 FL No . : 62514 434-688-0609 rllomas@alrlomaspe.com REVISIONS 53 1 /2 " FRAME WIDTH 53 1 /2 " FRAME WIDTH REV DESCRIPTION DATE APPROVED 5 " MAX 10 --{ 5 " MAX 13 " A REVISED GLAZING DETAILS 12/26/ 17 R. L. MAX O . C . 5 " MAX — 5 " MAX MAX O . C . 8 REVISED INSTALLATION DETAILS 03/22/2021 R . L. 5 " MAX T 5 " MAX — 8 " O � . MAX O . C . 0 9 ., MAX O . C . 1 /2 » 3/ 16 " HS 76 1 /2 " 76 1 /2 >' . 100 " HP EASTMAN FRAME FRAME EXTERIOR 3 / 16 " HS HEIGHT HEIGHT • WEDGE GASKET INTERIOR 2541 BY MPI FPVC 65 DUROMETER STRUCTURAL SEALANT SIKAFLEX 552 Q SETTING BLOCK ( 30096 ) 1 /2 BITE" 85 DUROMETER • - - BY CENTRAL RUBBER EXTRUSIONS 5 " MAX 5 " MAX GLAZING DETAIL B SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION W/ HI-RISE SILL AND HIGH RISE LIFT RAIL DESIGN PRESSURE RATING IMPACT RATING + 120. 0% 150. OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ SIGNED: 04/01/2021 WITH GLAZING B EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF 1 {„, n EASTERN METALSYPPLY `� � . oq/ ///i Ik L li M11 W bf N,i W b V I W v°w iDD3o B .. ARIA ROAD `�` v` • •p/ �C+f • • o!d // w0pu FORT MYERS, FLORIDA 33913 /' 800432-22D4 W • f 1 . SASH SIZE : 50 1 /2 " X 38 1 /4 " . SERIES FWI 1000 IMPACT *� � •• * r 2 . D . L. O . : 47 1 /2 " X 31 3/4" . SINGLE HUNG WINDOW r„ •g „ � : ELEVATIONS s� . TATcv � 3 . HARDWARE : • � a . ( 1 ) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ' DRAWN : DWG NO. REVbt ®/�� ' �tQ � �OP • �' `��` AND ANCHORED TO FIXED MEETING RAIL. V . L. 08 - 02476 B ,�/ �S ` ` • �� b . (2 ) SPIRAL BALANCE LOCATED ON EACH JAMB . /� �ONAI. SCALE DATE SHEET ,E��`` C . ( 2 ) BALANCE SHOES LOCATED ON EACH SASH BOTTOM NTS 08 / 20 / 14 3 OF 12 RAIL END , L. ROBERTOLOMASPE, Luis R . Lomas P . E . 4 . NO REINFORCEMENTS . 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No . : 62514 434-688-0609 rllomas@alrlomaspe.com REVISIONS 53 " FRAME WIDTH 53 FRAME WIDTH REV DESCRIPTION DATE APPROVED 5 " MAX �� 14 1 / 2 it 5 " MAX 13 " A REVISED GLAZING DETAILS 12/26/ 17 R . L. 5 MAX O . C . " MAX MAX O . C . 5 " MAX B REVISED INSTALLATION DETAILS 03/22/2021 R. L. 5 " MAX 5 " MAX i . 12 >, O 10 " O 7/ 1 6 „ MAX O . C . MAX O . C . 3/ 16 to HS • 090 " SAFLEX IIIG BY EASTMAN 3/ 16 " HS EXTERIOR INTERIOR 77 77 " FRAME FRAME HEIGHT HEIGHT WEDGE GASKET 2541 BY MPI STRUCTURAL SEALANT FPVC 65 DUROMETER SIKAFLEX 552 X SETTING BLOCK ( 30096 ) 4" BITE 85 DUROMETER 3 / BY CENTRAL RUBBER EXTRUSIONS 4Idar�nr- GLAZING DETAIL C 5 " MAX 5 " MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +80. 01I00. 0PSF LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING C SIGNED: 0410112021 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY ��`,S a . L0 �/�� NOTES : (kJ .4f�bMIWbM a6Mb V, WYY,. 10030 BAVARIA ROAD �,�` ON 'p� • A�/ • 1 1 . SASH SIZE 51 3 /4 ' X 38 3/4 . »rvaer w, aur3 ra awa c3 w FORT MYERS, FLORIDA 33913 v • •��y � '\ ��+�� /� 2 . D . L. O . : 47 3 /4 " X 34 . SERIES FWI 1000 IMPACT r 41TWAT074044 3 . HARDWARE : SINGLE HUNG WINDOW( 1 ) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS AND ANCHORED TO FIXED MEETING RAIL, ed,A• • b . ( 2) SPIRAL BALANCE LOCATED ON EACH JAMB , DRAWN: DWG NO. REV i,, s . CQR �OP �• ® C * ( 2) BALENDANCE SHOES LOCATED ON EACH SASH BOTTOM SCALE DATE 08 SHEET 76 B �� //Oij1jj jL\i`' 4 . NO REINFORCEMENTS , TUTS 08 �20 � 14 4 OF 12 L. ROBERTOLOMASPE, Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC27023 FL NO . : 62514 434-688-0609 rllomaspalrlomaspe.com REVISIONS 53 1 /8 " FRAME WIDTH 53 1 /8 " FRAME WIDTH REV DESCRIPTION DATE APPROVED il 13 " A REVISED GLAZING DETAILS 12/26/ 17 R . L. 5 " MAX 14 MAX 10 . C . 5 " MAX 5 " MAX MAX �{ 5 " MAX O . C . B REVISED INSTALLATION DETAILS 03/22/2021 R . L. 5 " MAX 5 " MAX 7 /8 1 / 8 " ANN — 3 / 16 " HS DURASEAL SPACER SYSTEM . 090 " SAFLEX BY EASTMAN 7 — O O BY QUANEX 3/ 16 " HS 10 " 12 MAX O . C . WEDGE GASKET STRUCTURAL SEALANT MAX O . C . 2541 BY MPIAE SIKAFLEX 552 FPVC 65 DUROMETERSETTING BLOCK ( 30096 ) 185 DUROMETER 3/4 " BY CENTRAL RUBBER 78 „ 78 EXTRUSIONS FRAME FRAME INTERIOR HEIGHT HEIGHT EXTERIOR GLAZING DETAIL D WHEN USED OUTSIDE THE HVHZ X 7/8 „ 1 /8 " TEMP — 4 3/ 16 ;' HS DURASEAL SPACER SYSTEM . 090 SAFLEX BY EASTMAN BY QUANEX 3/ 16 " HS WEDGE GASKET STRUCTURAL SEALANT 5 " MAX 5 " MAX 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING BLOCK ( 30096 ) SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW 85 DUROMETER EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION 3/ 4 " BITE BY CENTRAL RUBBER EXTRUSIONS DESIGN PRESSURE RATING IMPACT RATING INTERIOR EXTERIOR 'ter"—' +80. 0% 100. OPSF LARGE AND SMALL GLAZING DETAIL D MISSILE IMPACT WHEN USED IN THE HVHZ MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING D SIGNED : 0410112021 EASTERN ARCHITECTURAL SYSTEMS A ARCHITECTURAL IVISION OF NOTES : � Stern EASTERN METAL SYPPLY ��`�� R • L 04/ /i 1 . SASH SIZE : 50 1 /2 " X 39 1 /2 " . /4i d �� 1p � .�«. d v_, wvc 10030BAVARIAROAD . •p� G� A� • �i " r r .,rw<err wrwr,dwn �wr3 e,ndww FORT MYERS, FLORIDA 33913 ,� SY • t`V EN 6 tp � 006-032-2204 ` • 4 (� 2 . D . L. O . : 47 1 /2 " X 33 1 /2 3 . HARDWARE : SERIES FWI 1000 IMPACT #r6 a . ( 1 ) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL SINGLE HUNG WINDOW �- Ir AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS � . TAT OF b . ( 2) SPIRAL BALANCE LOCATED ON EACH JAMB . + �+ '` c . ( 2 ) BALANCE SHOES LOCATED ON EACH SASH BOTTOM DRAWN: DWG N0. REV ij®'A� :�jORI��: `G\' ` `� 4 . NOIL END . V * Ls REINFORCEMENTS , SCALE DATE 08 SHEET 76 B ��/js�oNAL,��`` NTS 08/20 / 14 5 OF 12 L. ROBERTOLOMASP.E. Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No . : 62514 434-688-0609 r1Iomas@alrlomaspe.com REVISIONS 53 1/8" FRAME WIDTH 53 1/8" FRAME WIDTH REV DESCRIPTION DATE APPROVED ll 5" MAX 13 �{ 5" MAX A REVISED GLAZING DETAILS 12/26/17 R.L. 5" MAX 10 --{ 5" MAX MAX O.C. MAX O.C. I B REVISED INSTALLATION DETAILS 03/22/2021 R.L 5" MAX 5" MAX 10 9 3/4" MAX 'D.C. / 5/16" MAX O.C. / 0�— 1/8" ANN. 0 .090" SAFETY—PLUS II BY EASTMAN 1/8" ANN EXTERIOR INTERIOR WEDGE GASKET 96" 2541 BY MPI 96" FRAME FPVC 65 DUROMETER STRUCTURAL SEALANT FRAME HEIGHT SIKAFLEX 552 HEIGHT J� SETTING BLOCK (30096) 3/4" BITE GLAZING 85 DUROMETER X BY CENTRAL RUBBER r—Tnr� X EXTRUSIONS Q0 / ZING DETAIL E L 5" MAX 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION SIGNED:0410112021 DESIGN PRESSURE RATING IMPACT RATING ��StOrH ens eftNnftd ee uwusysmds ``�\\t11111////// LARGE AND SMALL $0.R A DNISIDNNOTES: ±60.OPSF MISSILE IMPACT a ens,fxNMEn�s PAY R' `O1. SASH SIZE: 50 7/16" X 48 1/4° Per"'«.'"d a e»d o;: SORT MYFAS FI ftDO°onaas,a �V `+ENS•• (�i oa-a MYM ,, •fir (C•• 2. D.L.O.• 47 5 8" X 43 5 8". MISSILE LEVEL D,WIND ZONE4,AND HVHZ ,•'!*• AT 6/ / SERIES FWI 1000 IMPACT 1/�'3. HARDWARE: WITHGLAZINGE SINGLE HUNG WINDOW S �S(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS OF �L�•`. bA(2) SPIRAL BALANCEND ANCHORED TO IXLOCATED MEETINGED RAIL. EAICH JAMB. DRAWN: DWG NO. REV �i�O�FORIap G\*"- c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L. NTS 08/20/14 08-024776 OF 12 B ////S/ONA��;e: `"N RAIL END. SCALE DATE SHEE 4. NO REINFORCEMENTS. 5. ALL UNITS RATED UP TO f60.OPSF MAY BE INSTALLED L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. WITHOUT ANCHORS AT THE SILL. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 domas@fdamaspemm FL No.: 62514 Ig BILL OF MATERIALS FOR ILLUSTRATION PURPOSES ONLY REVISIONS ITEM NO.: PART NO.: DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 FRAME HEAD EAS ALUMINUM6063-T6 FOR INSTALLATION DETAILS A REVISED GLAZING DETAILS 12/26/ 17 R . L. 2 FRAME SILL EAS ALUMINUM 6063-T6 REFER TO SHEETS 9- 12 3 HI-RISESILL EAS ALUMINUM6063-T6 B REVISED INSTALLATION DETAILS 03/22/2021 R . L. 4 FRAME JAMB EAS ALUMINUM 6063-T6 5 FIXED MEETING RAIL EAS ALUMINUM 6063-T6 6 APPLIED FIN EAS ALUMINUM6063-T6 7 MEETING RAIL EAS ALUMINUM6063-T6 8 LIFT RAIL EAS ALUMINUM 6063-T6 1 9 HI-RISE LIFT RAIL EAS ALUMINUM 6063-T6 10 SASH JAMB EAS ALUMINUM6063-T6 11 IG GLAZING BEAD EAS ALUMINUM 6063-T6 1 1 12 MONOLITHIC GLAZING BEAD EAS ALUMINUM 6063-T6 22 13 CADWELL SPIRAL BALANCER EAS EXTERIOR INTERIOR 14 SASH LOCK EAS DIE-CASTZINC 15 BALANCER PIVOT LOCK EAS 16 VENT STOPS EAS 12 14 17 BALANCER PIVOT BARS EAS 18 LIFT RAIL BULB EAS VINYL 19 FRAME SILL BULB EAS VINYL 5 7 20 SASH WEATHERSTRIPPING EAS 12 EXTERIOR INTERIOR 21 RAIL WEATHERSTRIPPING EAS 22 FRAME COVER EAS ALUMINUM6063-T6 9 21 19 11 18 3 12 13 20 10 19 8 2 INTERIOR 18 VERTICAL SECTION SIGNED: 0410112021 ow EASTERN AA DIVISION OF SYSTEMS A DIVISION OF restern EXTERIOR EASTERN METAL SYPPLY ```\t � ,. FORT MYERS, FLORIDA 33973 ` � • 0 4a • UO �00 Ya` �. ° 800-432-2204 • %( �+ 14 VERTICAL SECTION SERIES FWI 1000 IMPACT = 'k�r �5 •. * SINGLE HUNG WINDOW cc B . O . M . AND CROSS SECTIONS TAT W iac�• , 4 1 1 DRAWN: DWG N0. REV �` � � � • VaLe HORIZONTAL SECTION SCALE NTS DATE 08 /20 / 14 08 SHEET 76 OF 12 B ////ss0111f l 1� ` L. ROBERTO LOMAS RE LUIs R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC 27023 F L No . : 62 514 434-688-0609 rllomasCalrlomaspe.com 5/ 8 " MIN , REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING A REVISED GLAZING DETAILS 12/26/ 17 R. L. OR 2X BUCK " BY OTHERS 1 7/ 16 B REVISED INSTALLATION DETAILS 03/22/2021 R. L. MIN . EMBEDMENT BACKER ROD & APPROVED 1 /4 " MAX . SEALANT SHIM SPACE 1 7/ 16 " MIN . 1 /4 " MAX . EMBEDMENT SHIM SPACE # 14 WOOD SCREW INTERIOR 5/8 " MIN , EDGE DISTANCE # 14 WOOD SCREW11 WOOD FRAMING EXTERIOR EXTERIOR INTERIOR OR 2X BUCK -- - BACKER ROD - BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION # 14 WOOD SCREW BACKER ROD & APPROVED 1 4 " MAX . SEALANT SHIM SPACE NOTES: IL i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, WOOD FRAMING 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK 1 7/ 16 " MIN . DESIGNED IN ACCORDANCE WITH ASTM E2112 L2F BY OTHERS EMBEDMENT SIGNED: 0410112021 � ern EASTERN ARCH SYSTEMS `\ / A DIVISIONVISION OF OF EASTERN METAL SYPPLY R . L b�//�� 5/8 ' MIN 10030 BAVARIA ROAD J Apd:M w,p yy,�,A� Wd Vf tw�p� FORT MYERS, FLORIDA 33913 �. • EN '9' • �� EDGE DISTANCE s� ; "., 000-432-2204 ! ` '� • �,` ` � • � VERTICAL CROSS SECTION SERIES FWI 1000 IMPACT = * � TAT � F 016 . * WOOD FRAMING OR 2X BUCK INSTALLATION SINGLE HUNG WINDOW �� «� STANDARD SILL SHOWN, HI-RISE SIMILAR INSTALLATION DETAILS 111 lye .` DRAWN: DWG NO. REV �� c ® � �® ��` Lo oLE Le DATE 08 s02476 B ,��/ S/ONA�., ��!` NTS 08 / 20 / 14 8 OF 12 L. ROBERTOLOMASP.E' 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R . Lomas P . E . 434-688-0609 rllomasolrlomaspe.com FL No . : 62514 REVISIONS 5/8 " MIN REV DESCRIPTION DATE APPROVED r EDGE DISTANCE METAL A REVISED GLAZING DETAILS 12/26/ 17 R . L. STRUCTURE r7 B REVISED INSTALLATION DETAILS 03/22/2021 R. L. BY OTHERS 1 /4 " MAX . SHIM SPACE APPROVED SEALANT # 14 SMS OR SELF DRILLING SCREW 1 /4 " MAX . I SHIM SPACE INTERIOR 5/ 8 " MIN . EDGE DISTANCE # 14 EXTERIOR INTERIOR SELF SMS OR DRILLING I " " SCREWS 4 METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION # 14 SMS OR SELF DRILLING SCREW BACKER ROD & APPROVED SEALANT NOTES: 1 , INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. M ETA LE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTUR DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED: 0410112021 EASTERN ARCHITECTURAL SYSTEMSgre r EASTERN METALA DIVISION OSYPPLY \6\ 0 IR 5/8 " MIN 10030 BAVARIA ROAD \ • �+EDGE DISTANCE N Al Nye, � �b �� FORT MYERS, FLORIDA 33913 • �S sa 800-432-2204 >! iaw�t�4 Y'� VERTICAL CROSS SECTION SERIES FWI 1000 IMPACT = *� cI;�,k 6 � * METAL STRUCTURE INSTALLATION SINGLE HUNG WINDOW STANDARD SILL SHOWN HI-RISE SIMILAR INSTALLATION DETAILS TATC� DRAWN : DWG N0. REV �� L �JR kOtl \ '� SCALE DATE VOLO O8 SOE�76 B ////S/® NA`.i ;\`��\ NTS 08 /20/ 14 9 OF 12 L. ROBERTOLOMASP. E. Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC27023 FL No . : 62514 434-688-0609 rllomas@lrlomaspe.com >' . CONCRETE/ MASONRY 2 MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED BY OTHERS a A REVISED GLAZING DETAILS 12/26/ 17 R. L. ° �d a '° ; Q B REVISED INSTALLATION DETAILS 03/22/2021 R. L. a ° a a a 1 1 /4 " MIN . ° ° ° EMBEDMENT ° . ° _ _ _ ° . ° .' e OPTIONAL 1 X BUCK r EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/ MASONRY v 1 /4 " MAX . BY OTHERS ° BACKER ROD SHIM SPACE 4 1 /4 " MAX . & APPROVED OPTIONAL 1 X BUCK b a SHIM SPACE SEALANT SEE NOTES 3 — 7 0 SHEET 1 1 /4 " TAPCON a INTERIOR 1 /4 " TAPCON ° lilt EXTERIOR INTERIOR ° a Era 2 " o � l MIN . ° EDGE EXTERIOR LADISTANCE °. a BACKER ROD o & APPROVED SEALANT v a JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION 1 /4 " TAPCON BACKER ROD NOTES: B APPROVED 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT 1 /4 " MAX . NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1 X BUCK IL DESIGNED IN ACCORDANCE WITH ASTM E2112 - SIGNED : 04/01/2021 SEE NOTE 3 7 SHEET 1 EASTERN ARCHITECTURAL SYSTEMSA DIVISION OF L > �� EASTERN METAL SYPPLY `` 0 , '� " L ® 10030 BAVARIA ROAD \�� • •G C c • � /// ° _ t6L-6f wnlwti M;tW �a Vow G1Y c dv 1 1 /4" MIN . i iwwxr;,, w,ana eY tarie3 FORT MYERS. FLORIDA 33913 • ` tq • 6p // `` 800-432-2204 ` • i • y EMBEDMENT ° ° ° SERIES FWI 1000 IMPACT * 4TAT 0 6 •• # ': ° 8 . °a . ° SINGLE HUNG WINDOW INSTALLATION DETAILS yt1 OF • �® 2 " MIN , DRAWN: DWG NO. REV // � • � ` CONCRETE/ MASONRY EDGE DISTANCE V . L. 08 - 02476 B /� sS • ` " •tt�Gt�\ BY OTHERS VERTICAL CROSS SECTION SCALE DATE SHEET /// /O �IA�, ,;\``\ NTS 08 /20/ 14 10 OF 12 CONCRETE/MASONRY INSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR L. ROBER LOMASP. E. 1432 WOODFORD RD LEWISVILLE, NC27023 Luis R . Lomas P . E . FL No . . 62514 434-688-0609 r1lomas@lrlomaspe.com REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT 1 3/8 " MIN . BEHIND FIN EMBEDMENT A REVISED GLAZING DETAILS 12/26/ 17 R. L. # 10 WOOD WOOD B REVISED INSTALLATION DETAILS 03/22/2021 R. L. SCREW FRAMING BY OTHERS >< 1 / 4 " MAX . SHIM SPACE 7/ 16 " MIN EDGE DISTANCE y 1 /4" MAX WOOD FRAMING SHIM SPACE BY OTHERS # 10 WOOD SCREW INTERIOR 1 318 N , MIN . O Ilii EMBEDMENT EXTERIOR INTERIOR APPROVED SEALANT LD EXTERIOR BEHIND FIN 7/ 16 " MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1 /4 " MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, IL 11 SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0410112021 MHUHHUffum 7/ 1 6 " MIN EASTERN ARCHITECTURAL SYSTEMS EDGE DISTANCE •ram• A DIVISION OF , / \ ` ` EASTERN METAL SYPPLY `�� R • 0 � ■ # 10 WOOD WOOD st 6/J P11 pdry p� N� Py Cy ViFYy 10030 SAVARIA ROAD %%Ik • •w C AI SCREW »naea� W d s ti a FORT MYERS, FLORIDA 33913 V%N �y G17 s (p 900432-2204 .• '� FRAMING t' 1 3 /8 " MIN . BY OTHERS SERIES FWI 1000 IMPACT *� 0„6 6 • • APPROVED EMBEDMENT SINGLE HUNG WINDOW i a- SEALANT INSTALLATION DETAILS TAT OF • :: BEHIND FIN VERTICAL CROSS SECTION &0w 0 WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: DWG N0. REV /00F . C ORVDtt;VeLm GALE DATE 08 sOEET 1 1 BTONAL, ,; NTS 08 /20 / 14 11 OF 12 L. ROBERTOLOMASP.E. Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllDmas@lrlomaspe.com FL No . : 62514 REVISIONS REV DESCRIPTION DATE APPROVED 3 7/ 16 A REVISED GLAZING DETAILS 12/26/ 17 R . L. " B REVISED INSTALLATION DETAILS 03/22/2021 R. L. 3 7/ 16 " 3 5/ 16 1 11 / 16 ° 3 3/8 " 3 1 / 16 " li I I I r d Lm=o 2 5/8 " 2 9 / 16 " 1 13 / 16 " FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL O1 ALUMINUM 6063-T6 O ALUMINUM 6063-T5 O ALUMINUM 6063-T6 O ALUMINUM 6063- T6 O ALUMINUM 6063-T6 . 062" THICK 062" THICK . 062" THICK . 062" THICK . 062" THICK 2 3/ 8 --I 2 3/8 " 2 9 / 16 " 5/ 16 - 1 9 / 16 " 3 7/8 r 2 1 /4 2 1 /2 it LUL� 1 5 /� � 1 APPLIED FIN MEETING RAIL LIFT RAIL H/ RISE IMPACT LIFT RAIL SASH JAMB OALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 10 ALUMINUM 6063-T6 . 062" THICK 062" THICK . 062" THICK . 062" THICK 062" THICK 1 1 /4 " 1 5/ 1 6 " SIGNED: 04/01/2021 2 " W",L4 EASTERN ARCHITECTURAL SYSTEMS ` III 11 / / A DIVISION OF \\ // EASTERN METAL SYPPLY S R .• L 15/ 16 15/ 16 " 7 16 dcLE1MIW �� W tiF " V ' tt F6iii AVARIA ROAD • • a / / Isnryae:t W�q "rwa H bl Erf3 000-032-22o4 • FLORIDA 33913 ` �y/ ` a �� E ' • V�i • • Y' ♦ j -� T SERIES FWI 1000 IMPACT r 4,. 4TAT9 INSULATING BEAD GLAZING BEAD FRAME HEAD COVER SINGLE HUNG WINDOW ALUMINUM 6063-T6 12 ALUMINUM 6063-T6 22 &v • '�062" THICK 062" THICK ALUMINUM 6063-T6 COMPONENTS �oOF + �W : DRAWN: DWG NO. REV � � � pQ� p *,•�� ` SCALE DATE 08 02476 B //�/'i'/O, NAL NTS 08 /20 / 14 12 OF 12 L. ROBERTOLOMASP.E. Luis R . Lomas P . E . 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r/lomasCdlrlomaspe.com FL No . : 62514