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Home My WebLink AboutAPPROVED SH 1000 FL 14604.5BCIS Home I Log In ( User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us j BCIS Site Map a (■/� Product Approval ( USER: Public User iw'�a^rna:a';n Product Approval Menu > Product or Application Search > Angkation List > Application Detail Search 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 Authorized Signature James Flesher jflesher@easternmetal.com 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 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 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 FL14604 R11 Eauiv FL14604 AAMA EO,pddf FL14604 R11 Eouiv FL14604 ASTM EQpdf Product Approval Method Method 1 Option A Date Submitted 05/18/2021 Date Validated 05/19/2021 Date Pending FBC Approval 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R11 C CAC NI010607-R3.Ddf 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 R11 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,pdf 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 FIA4604 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.Ddf Glazing: 3/4" Overall Laminated IG Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports 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-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2024 Design Pressure: +50/-50 Installation Instructions 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 SH 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 NI009020.02-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 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: (..red it ,CBKd Safe L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688 0609 rIlomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 10030 Bavaria Rd FT Myers, FL 33913 Engineering Evaluation Report Product Line: Series FWI 1000 Aluminum Single Hung Window —Impact Report NO.: 513232C 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. 1 of 2 Luis R. Lomas, P.E. FL No.: 62514 05/19/2021 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688 0609 Ilomas@lrlomaspe.com Engineering Evaluation Report Report NO.: 513232C 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 6063J5. 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 products) 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). 2 of 2 Luis R. Lomas, P.E. FL No.: 62514 05/19/2021 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 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. 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. I TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 6 ELEVATIONS 7 CROSS SECTIONS AND B.O.M. 8 — 11 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 12/26/17 R.L. REVISED INSTALLATION DETAILS 03/22/2021 R.L. 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 0.125 THICK MINIMUM SIGNED: 0410112021 EASTERN AA DMSI TURALSYSTEMS AeMSWNOF Eastern Ea5 ERNME A SYPPLV 11 rr `� 11►11rr �� 0 �ww too]o EAVARw aono O wn a,3unw F]oORdTMYER]S, R.RNA 3]9U ..II .^ ` v •�\y 1r 1. S01 • V" /% Z7 0,.8126 *= SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW 4-TAT NOTES �13 OF //�O��M1,s.';tOR10P G�'�� DRAWN: DWG N0. REV 08 02476 a ��ii��ONA�I�a�� Luis R. Lomas P.E. FL NO.: 62514 SCALE DATE NTS 08/20/14 1 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 rllomas@Iriomaspe.com 5" MAX 48" FRAME WIDTH �� 13 MAX O.C. 5" MAX 12" MAX. O.C. 2„ AME IGHT 5" MAX O x 4 f SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION FF HE 5" MAX 48" FRAME WIDTH 13 MAX REVISIONS REV DESCRIPTION A REVISED GLAZING DETAILS 5" — MAX � B � REVISED INSTALLATION DETAILS SERIES SERIES 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION CT DESIGN PRESSURE RAT ING IMPARATING +75.OPSF LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING A NOTES: 1. SASH SIZE: 47" X 38". 2. D.L.O.: 42 3/4" X 31 5/8. 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. C. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4, NO REINFORCEMENTS. 11/16" HS 1/8" HS DATE 12/2s/17 APPROVED R.L. 03/22/2021 � R.L. DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY QUANEX 1/8" HS WEDGE 2S STRUCTURAL SEALANT 41 BYM P I S KAFLEX552 FPVC 65 DUROMETER 3/4" BITE SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS INTERIOR EXTERIOR " " " GLAZING DETAIL A WHEN USED OUTSIDE THE HVHZ is 1/8" TEMP 1/8 it HS 090" SAFLEX BY EASTMAN DURASEAL SPACER SYSTEM . BY QUANEX 1/8" HS WEDGE GASKET SEALANT 254BYMPI SKAF EX552 FPVC 65 DUROMETER 3/4" BITE EXTERIOR SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS INTERIOR GLAZING DETAIL A USED IN THE HVHZ WHEN � EASTERN ARCHITECTURAL SYSTEMS �� EASTERN MISETAL SYPPLY VI J* 10030 BAVARIA ROAD y �o,ase� yy„y t,� we, tyyq.y� FORT MYERS, FLORIDA 33913 BOO-432-2204 az DRAWN: V.L. SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS WG N0. D OS-02476 SCALE NTS I DATE Og/20/14 f SHEET 2 OF 12 L. ROBERTO LOMAS P_E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@alrlomaspe.com SIGNED: 04/01 /2021 •V••�,\r'EW,sc�`•-fit/ice;; TATE F 0wcc� 14 v \NN //1111160 9NAL \� Luis MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING A NOTES: 1. SASH SIZE: 47" X 38". 2. D.L.O.: 42 3/4" X 31 5/8. 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. C. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4, NO REINFORCEMENTS. 11/16" HS 1/8" HS DATE 12/2s/17 APPROVED R.L. 03/22/2021 � R.L. DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY QUANEX 1/8" HS WEDGE 2S STRUCTURAL SEALANT 41 BYM P I S KAFLEX552 FPVC 65 DUROMETER 3/4" BITE SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS INTERIOR EXTERIOR " " " GLAZING DETAIL A WHEN USED OUTSIDE THE HVHZ is 1/8" TEMP 1/8 it HS 090" SAFLEX BY EASTMAN DURASEAL SPACER SYSTEM . BY QUANEX 1/8" HS WEDGE GASKET SEALANT 254BYMPI SKAF EX552 FPVC 65 DUROMETER 3/4" BITE EXTERIOR SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS INTERIOR GLAZING DETAIL A USED IN THE HVHZ WHEN � EASTERN ARCHITECTURAL SYSTEMS �� EASTERN MISETAL SYPPLY VI J* 10030 BAVARIA ROAD y �o,ase� yy„y t,� we, tyyq.y� FORT MYERS, FLORIDA 33913 BOO-432-2204 az DRAWN: V.L. SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS WG N0. D OS-02476 SCALE NTS I DATE Og/20/14 f SHEET 2 OF 12 L. ROBERTO LOMAS P_E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@alrlomaspe.com SIGNED: 04/01 /2021 •V••�,\r'EW,sc�`•-fit/ice;; TATE F 0wcc� 14 v \NN //1111160 9NAL \� Luis R. Lomas P.E. FL No.: 62514 53 1 /8" FRAME WIDTH 5" MAX 14 MAX10.C. 5" MAX i T- 12" MAX O.C. 78" FRAME HEIGHT 5" MAX SERIES FWI 10001MPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 5" MAX — 53 1/8" FRAME WIDTH 13" OMA--{ I 5" MAX 10" MAX O.C. AME IGHT 5" MAX O X REVISIONS REV DESCRIPTION A I REVISED GLAZING DETAILS - 5 " MAX B 1 REVISED INSTALLATION DETAILS SERIES FW1 1000 IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACT RATING + LARGE AND SMALL 80.0%100.OPSF MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING D NOTES: 1. SASH SIZE: 50 1 /2" X 39 1 /2". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. C. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS, EXTERIOR VIEW FIN INSTALLATION DURASEf SPACER SYSTE BY QUANE WEDGE GASKE 2541 BY M FPVC 65 DUROMETE 3/4 EXTERIC., , 1/ D U RAS EF SPACER SYSTE BY QUANE WEDGE GASKE 2541 BY M FPVC 65 DUROMETE 3/4 EXTERI(�, , DATE 12/26/17 APPROVED R.L. 03/22/2021 R.L. i" SAFLEX BY EASTMAN 16" HS STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS 410R GLAZING DETAIL D WHEN USED OUTSIDE THE HVHZ SAFLEX BY EASTMAN 16" HS STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS 4/OR GLAZING DETAIL D WHEN USED IN THE HVHZ SIGNED: 04/01/2021 r EASTERN ARCHITECTURAL SYSTEMS �� EASTERN MSETAL SYPPLY d1Lt-imftium �NEY VtNVL- 10030 BAVARIA ROAD -t jmxw "T wrwed r3 r,ndw» FORT MYERS, FLORIDA 33913 800-432-2204 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS DRAWN: DWG N0. REV V.L. 08-02476 B SCALE IN IS DATE 08/20/14 5 OF 12 R. Lomas P.E. L.ROBERTOLOMASP.E. I Luis 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 r/lomas�alrlomaspe.com 53 1/8" FRAME WIDTH 5" MAX MAX0D.C. ll '{ 5" MAX 5" MAX IT__ I� 9 3/4" MAX O.C. 96" FRAME HEIGHT 5" MAX FF HE SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION NOTES: 1. SASH SIZE: 50 7/16" X 48 1/4". 2. D.L.O.: 47 5/8" X 43 5/8". 3. HARDWARE: a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. 5. ALL UNITS RATED UP TO f60.OPSF MAY BE INSTALLED WITHOUT ANCHORS AT THE SILL. REVISIONS REV I DESCRIPTION 5" MAX A REVISED GLAZING DETAILS B REVISED INSTALLATION DETAILS SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING E DATE I APPROVED 12/26/17 1 R.L. 03/22/9091 R.L. 5/16" 1/8" ANN. .090" SAFETY -PLUS II BY EASTMAN 1/8" ANN EXTERIOR INTERIOR WEDGE GASKET 2541 BY MPI FPVC 65 DUROMETER STRUCTURAL SEALANT SIKAFLEX 552 J� SETTING BLOCK (30096) 3/4" BITE 85 DUROMETER BY CENTRAL RUBBER r— n EXTRUSIONS GLAZING DETAIL E WAM A DRMI EASTERNANRM.SYSTFMS A DIVISION OF EAShTtN METAL SYPPLY SAVARIAROAO �tiee�r Iwin..nwa�u'N n� onn B0RTMYERS,FLORIDA.3 oDaaz-zzon SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS V.L. 1 08-02476 SCALE NTS I DATE 08/20/14 1 SHEET 6 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@1r1omasp9.wm REV B SIGNED: 0410112021 v•�`�ENSR •�' Luis R. Lomas P.E. FL No.: 62514 BILL OF MATERIALS ITEM NO.: PART NO.c DESCRIPTION MANUFACTURER MATERIAL 1 FRAME HEAD EAS ALUMINUM6063—T6 2 FRAME SILL EAS ALUMINUM6063—TB 3 HI—RISESILL EAS ALUMINUM6063—T6 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 9 HI —RISE LIFT RAIL EAS ALUMINUM 6063—T6 10 SASH JAMB EAS ALUMINUM6063—T6 11 IG GLAZING BEAD EAS ALUMINUM 6063—T6 12 MONOLITHIC GLAZING BEAD EAS ALUMINUM 6063—T6 13 CADWELL SPIRAL BALANCER EAS 14 SASH LOCK EAS DIE—CASTZINC 15 BALANCER PIVOT LOCK EAS 16 VENT STOPS EAS 17 BALANCER PIVOT BARS EAS 18 LIFT RAIL BULB EAS VINYL 19 FRAME SILL BULB EAS VINYL 20 SASH WEATHERSTRIPPING EAS 21 RAIL WEATHERSTRIPPING EAS 22 FRAME COVER EAS ALUMINUM6063—T6 INTERIOR EXTERIOR HORIZONTAL SECTION FOR ILLUSTRATION PURPOSES ONLY EX' FOR INSTALLATION DETAILS REFER TO SHEETS 9-12 VERTICAL SECTION REVISIONS REV I DESCRIPTION A REVISED GLAZING DETAILS B I REVISED INSTALLATION DETAILS VERTICAL SECTION EASTERN ARCHITECTl1RAL SYSTEMS �� : �jq �� EASTERN MSETAL SYPPLY AL61MI UM AN" Vf#44W L 10030 BAVARIA ROAD FORT MYER ,FLORIDA 33913 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW B.O.M. AND CROSS SECTIONS DRAWN: DWG N0, REV V.L. 08-02476 B SCALE NTS DATE 08/20/14 SHEET OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCalrlomaspe.com DATE 12/26/17 APPROVED R.L. 03/22/2021 R.L. SIGNED: 04/01/2021 • • �/ 'ir• �5 �`'k r , TAT OF •� '4ro i.c�•,�j0RVsea*0 ��NA1.lExv N i11111 Luis R. Lomas P.E. FL No.. 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 8c APPROVED SEALANT EXTERIOR 5/8" MIN, EDGE DISTANCE 1 7/16" MIN. EMBEDMENT SHIM SPACE #14 WOOD SCREW TER/OR #14 WOOD SCREW BACKER ROD 8c APPROVED 0 1 /4" MAX. SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK 1 7/16 MIN. BY OTHERS EMBEDMENT 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION STANDARD SILL SHOWN, HI -RISE SIMILAR 1 7/16" MIN. EMBEDMENT i 5/8" MIN, EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS 13� DESCRIPTION A REVISED GLAZING DETAILS B I REVISED INSTALLATION DETAILS SHIM SPACE INTERIOR EXTERIOR � BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 �' EASTERN ARCHRECTURAL SYSTEMS �� r� EASTERN MI ETAL SYPPLY AbNMlmum ^Nd VINVL 10030 BAVARIA ROAD .0 a �w.rv�c-v wiawsis - er arvaa�w FORT MYERS, FLORIDA 33913 DRAWN: V.L. SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DWG N0. 08-02476 SCALE NTS I DATE 08/20/14 I SHEET $ OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasL7a Irlomaspe.com DATE I APPROVED 12/26/17 R.L. 03/22/20211 R.L. S/GNED: 04/01/2021 .�f,9i *• 0 6*� TAT 0 F • `ki 0NALi;��\\N fllll Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT M ETF STRUCTUF BY OTHEF $/8" MIN r EDGE DISTANCE MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR #14 SMS OR SELF DRILLING SCREW 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION STANDARD SILL SHOWN, HI -RISE SIMILAR EDGE DIS #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION A i REVISED GLAZING DETAILS B REVISED INSTALLATION DETAILS 1 MAX. SHIM SPACE INTERIOR CTERIOR 8c APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 �� EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY ^LUMI w M A*N& VI dam 10030 BA.ARIA ROAD yt} $a t"wAeT W, "3 wb N beg FORT YERS, FLORIDA 33913 2204 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DRAWN: V.L. DWG N0. SCALE N-�S I DATE 08/2D�14 08-02476 SHEET 9 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCvlrlomaspe.com ■:l DATE APPROVED 12/26/17 R.L. 03/22/2021 R.L. S/GNED: 04/01/2021 �(YA`T(T�� 0RV0 �®NAtI\E��` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY z MIN. BY OTHERS EDGE DISTANCE a a d ad d 4 Od - d . d .. d 4 a a a 1 1/4" MIN. d d d EMBEDMENT d _ _ _d. d .� O d OPTIONAL 1 X BUCK � SEE NOTES 3 — 7 SHEET 1 1 /4" MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 v CONCRETE/MASONRY BY OTHERS 1/4" TAPCON 310R 1 /4" TAPCON 1 /4" MAX. SHIM SPACE - e dd d EMBEDMENT d O d d p a d 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 1 /4" TAPCON 2" MIN. EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. B REVISED INSTALLATION DETAILS 03/22/2021 R.L. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY WSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 !�"�,,,,,,,'—�� EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF •yyyY EASTERN METAL SYPPLY 2MIN, EDGE DISTANCE V.L. VERTICAL CROSS SECTION scALE NTs CONCRETE/MASONRYWSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR /6L6f wA lki f�MIiWb vI iwwxr,,, FLORIDA 33913 ww�fs 10030 BAVARIA ROAD w,a nawrr arveY tarie3a er FORT MYERS, 800-432-7204 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DWG NO. 08-02476 DATE 08/20/14 SHEEP 10 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rl/omas@lrlomaspe.com SIGNED: 04/01/2021 f 9� �/ i/ TAT OF • �® y0 `• .` �ts�� Luis R- Lomas P.E. FL No.. 62514 SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY WSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 !�"�,,,,,,,'—�� EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF •yyyY EASTERN METAL SYPPLY 2MIN, EDGE DISTANCE V.L. VERTICAL CROSS SECTION scALE NTs CONCRETE/MASONRYWSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR /6L6f wA lki f�MIiWb vI iwwxr,,, FLORIDA 33913 ww�fs 10030 BAVARIA ROAD w,a nawrr arveY tarie3a er FORT MYERS, 800-432-7204 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DWG NO. 08-02476 DATE 08/20/14 SHEEP 10 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rl/omas@lrlomaspe.com SIGNED: 04/01/2021 f 9� �/ i/ TAT OF • �® y0 `• .` �ts�� Luis R- Lomas P.E. FL No.. 62514 APPROVEC SEALANT BEHIND FIN #10 WOOC SCREV� 7/16" MIN EDGE DISTANCE EXTERIOR 7/16" MIN EDGE DISTANCE #10 S APPR�v�� SEALANT BEHIND FIN TERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPTION A REVISED GLAZING DETAILS WOOD B REVISED INSTALLATION DETAILS FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE 1 /4" MAX WOOD FRAMING SHIM SPACE BY OTHERS #10 WOOD SCREW N MI. EMBEDMENT APPROVED SEALANT BEHIND FIN INTERIOR EXTERIOR 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, SHIM SPACE NOT SHOWN FORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112Aw an III EASTERN ARCHITECTURAL SYSTEMS �APAW A DIVISION OF EASTERN METAL SYPPLY RL-UNilp w m �N€� SelN tl 10030 SAVARIA ROAD WOOD ... ;:1 r+»nara� iVi ea ae time FORT MYERS, FLORIDA 33913 FRAM I N G 900.432-2204 BY OTHERS SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DRAWN: DWG N0. REV V.L. 08-02476 B SCALE NTS DATE 08/20/14 SHEET 11 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rl/omas@lrlomaspe.com DATE APPROVED 12/26/17 R.L. 03/22/2021 R.L. SIGNED: 04/01/2021 Luis R. Lomas P.E. FL No.. 62514 ifl FRAME HEAD O1 ALUMINUM 6063-T6 .062" THICK APPLIED FIN OALUMINUM 6063-T6 .062" THICK 15/16" V� INSULATING BEAD ALUMINUM 6063-T6 .062" THICK 2 FRAME SILL ALUMINUM 6063-T6 .062" THICK 2 1 /4" MEET/NG RAIL OALUMINUM 6063-T6 .062" THICK 15 GLAZING BEAD ALUMINUM 6063-T6 .062"THICK FRAME HI RISE SILL OALUMINUM 6063-T6 .062" THICK LIFT RAIL OALUMINUM 6063-T6 .062" THICK 7/16 21 L� 22 FRAME HEAD COVER ALUMINUM 6063-T6 REVISIONS REV I DESCRIPTION A REVISED GLAZING DETAILS B REVISED INSTALLATION DETAILS FRAME JAMB ALUMINUM 6063-T6 062" THICK O DATE 12/26/17 APPROVED R.L. 03/22/2021 R.L. F/XED MEETING RAIL ALUMINUM 6063-T6 062" THICK HI RISE IMPACT LIFT RAIL SASH JAMB OALUMINUM 6063-T6 10 ALUMINUM 6063-T6 .062" THICK 062" THICK SIGNED_ 0410112021 EASTERN ARCHITECTURAL SYSTEMSSIC A DIVISION OF EASTERN METAL SYPPLY Ro Lo dcLE1MIW 1b110030RIA ROAD Vy� a • • AU4" `Nge (�AA i-"i'L R44 000432-2204WN.. `%.. j SERIES FWI 1000 IMPACT r *� �6 �•* SINGLE HUNG WINDOW �'�� ., COMPONENTS ' :713 4 OF 4r� DRAWN: DWG NO. REV/�r�� pQ� pR,O�',� SCALE DATE 0$ SHEET B //// q�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