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HomeMy WebLinkAboutProduct Approval I, 1 Florida Building Code Online 7-7.-."...."�,'. ss �- ..s � +i*" 'a'a'r' '� �`,._ �t a o-^� � +a4 •t, tiro'�C a^s% y fir*1��.. �'� _ .'$k = BCIS Home f Log In ' User Registration Hot Topics ? Submit Surcharge Stats&Facts t Publications G- Contact Us BCIS Site Map Links ; Search i dba �f� 6: Product Approval V"'� ,USER:Public User Product AQor.v I Menu>Application Detail I� C� ` a FL# FL14604-R9 s Application Type Revision Code Version 2017 Application Status Approved > *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. f4r,� a����r � ,Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. ' Ft. Myers, FL 33912 (800)432-2204 Ext 4305 ' jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad r ;. Fort Myers, FL 33913 (800)432-2204 W jflesher@easternmetal.com i 3 y Quality Assurance Representative P" IN Address/Phone/Email r i Category Windows F i , Subcategory Single Hung Compliance Method Certification Mark or Listing ag ` Certification Agency National Accreditation&Management Institute µ. x r Validated By National Accreditation&Management Institute k Referenced Standard and Year(of Standard) Standard Year ]` AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 t ASTM E1886 2002 ASTM E1996 2005 ASTM E1996 2006 IX TAS 201 1994 TAS 202 1994 maa rY TAS 203 1994 Equivalence of Product Standards https://wiltis.floridabuilding.org/pr;pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7titpgGzdjhnQrDYW8FDlzjA%s"d%3d[7118i2020 10:15:25 Aivl] s ' i Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL14604 R9 Eauiv FL14604.5 and .6-EO. ddf _ 4 fi ff 1r Product Approval Method Method 1 Option A V11' ;` may. Il �r Date Submitted 05/12/2020 *1 Date Validated 05/13/2020 d Date Pending FBC Approval Date Approved 05/19/2020 1 ` Y f rl Summaryof Products w x i, orName Description 14604.1 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Rg s -- "10 # aY' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R9 C CAC NT010607-R3.12df 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 R9 II 08-00556B.pdf 3/4"Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 T l Y Created by Independent Third Party:Yes Evaluation Reports FL14604 R9 AE 510945.odf 's Created by Independent Third Party:Yes 14604 2 ; Series 1441 Non Impact Vinyl SH Series 1441 Non Impact Vinyl SH Flange ` 4< Limas of Use h Certification Agency Certificate ' s AR9 C,CkCpproved for use m HV,HZ: No M " Qua if�Assurance CoI010813 � Approved for use outside HVHZ Yes ntract Expiration Date �,X Impact,,Resistan fVo 04/30/2024 ^Design Pressure+50/ 50. Installation Instructions Other Configueatlon O/X Vent Size . 50,38 H 35 13 FL14604 R9=II 08 OOSS8g pdf F ; Glazing 3/4"Overall T G Verified By Luis R Lomas, P E.'-FloriE 61514 Created by Independent Third Party Yes' # '� Evaluation Reports £' FL14604 R9 AE 510947A pdf Created by,Independent Third`Party,, 14604.3 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin �rror ��� 4 Fin z S; Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R9 C CAC N1012533-R2.12df kR Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2022 Design Pressure: +50/-50 Installation Instructions Other:Configuration: O/X Max. Frame Size: W-48" H-72" FL14604 R9 II 08-00562B. dp_f Max.Vent Size: W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 x Laminated IG Created by Independent Third Party:Yes Evaluation Reports l FL14604 R9 AE 510951.pdf Created by Independent Third Party:Yes 14604 4 Series 2451 Impact Vinyl SH Nailing Series�2451 Impact Vinyl SH Nailing F1n, ` A ;. Fin rt Limits of Use ". Certification Agency Certificate k 1 Approved for use in HUH2: No FLf4S-,p4 R9 C CAC 1�I013364'02 Rt �df Approve use outside HVHZ Yes i Quality Assurance Contract Expiration Date `" , � Impact Resistant Yes, 09/30/2024 Design Pressure +50/ 50 4'� r Installation Instructwns s Other Configuration;-O/X Max Frame Size W 48 H 72 �14604 R9 II 08 02914,hdf Glazing 3/4sOverall;Laminated IG Verified By Luis,'R. L11 omas, P E 62514 Created by Independent Third Party Yes i 11ttps:AvW v.floridabuilding.orglpo'pr app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7badr84AYj7dtpgGzdjhnQrD1'W8FDizjA%3d%3d[7/18?2020 10:15:25 Abl] I Florida Building Code Online Evaluatfon Reports F1_14604 R9 AE 513739 gdf K. .` Created b y Independent Third Party.Yes, ' a q 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange F r� Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R9 C CAC NI013364 03-R1^Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2024 w'. , " �'a a Design Pressure: +50/-50 Installation Instructions Other:O/X Max. Frame Size: W-53 1/8" H-72"Glazing: 3/4" FL14604 R9 II 08-02915df g3 Overall Laminated IG Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports j4604_R9 AE 513740.pdf Created by Independent Third Party:Yes nlz"l �1 14604 6 Series 2461 impact;-Vinyl SH1Flange Series`2461.IRipact yinytSH Flange R"I� Limits of,Use g Certification Agency Certificate u; - Approved_for:use in HVHZ: No FL14604 R9`C CAC NIOS2533 01 R3"d�f f Approved for use,„outside­HVH2 Yes Qual"ity Assurance Contract.Expiration Date ' I Impact'ReStstant.'Yes 02/28J2022';; Qesfgn;Pressure:4,50J 50, Installation Instructions # Other:Configuration'O/X Vent Srze. W 51 H 34 5'Glazing Ey• FL14664 R9 II�B 00564E pdf „ _ ByLuis R omas, P E. Florida P:E 62514- r k r Created by Independent Third'Party Yesa f � Evaluation Reports . ' p g 4664`R9`AE 510953A.pdf• r Created by.Inde ena' ` Third Party..Yes € t 1 ��R'1'4tv 14604J Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH r SH k �f z `# Limits of Use Certification Agency Certificate kx � Approved for use in HVHZ:Yes FL1.4604 R9 C CAC_NI009020.01-R3.pdf . �,e i' Approved for use outside HVHZ:Yes FL14604 R9 C CAC NI009020.02-R2.Ddf Impact Resistant:Yes FL14604 R9 C CAC NI009020.03-R2.pdf Design Pressure: N/A FL14604 R9 C CAC NI010670.01-Rl.pdf f 4uy j Other:See drawing 08-02476 for design pressures. GLASS FL14604 R9 C CAC NI010670-R2.pdf I nl INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Quality Assurance Contract Expiration Date s . FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR 04/30/2021 J EASTMAN INTERLAYERS Installation Instructions FL14604 R9 II 08-02476A.pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports E FL14604 R9 AE 513232A.Ddf —_ Created by Independent Third Party:Yes A l'4 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 : 7 r. Under Florida law,email addresses are public records.If n w r - 1 i - ,,„ e p cyou do of ant you e-mail address released n response to a public records request,do not send electronic S." mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(i), 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 -uI ,* 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 •;,. �� ,�'s 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• } r$ Product Approval Accepts: 910 Credit Card I I httpsa/w�rtiv.floridabuilding.orglprlpr app_dtl.nspx7param=wGEVXQwtI)gsw8ZVNfe8A?bndr84AYj?CitpgGzdjhnQrDYW8FDIzjA%3d%3d[?/18/2020 IO:I5:25 Ab[j I l I a4 ' NOTICE OF PRODUCT CERTIFICATION r � F CERTIFICATION NO: NI009020.03-R2 Ca x- �� DATE: 04/26/2011 CERTIFICATION PROGRAM: Structural ° COMPANY: Eastern � z CODE: 1783-1 REVISION DATE: 04/17/2019 To verify that the Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product coniorinity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim cerdfi,cation status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "FWI 1000" Aluminum. 10030 Bavaria Road Impact Rated Single Hung Window Ft.;Myers,FL 33913 Configuration:O/x Glazing:IG-1/8"Heat Strengthened Glass 0.090"Safelex by Solutia/1/8"Neat Strengthened Glass/0.250"Air Space/]/8"Heat Strengthened Glass Frame: W-1219mm(48") H-1829mm(72") Sash: W-1194mm(47") H-965mm(38") I SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +75/-75 psf Large Missile Impact Rated Product Tested By: National Certified Testing Labs/Fenestrtion Testing Laboratory, Inc. Report No: NCTL-210-3374-1/FTL-3598-File No. 02-311 Expiration Date: December 31,2023 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 1 j L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville,NC 27023 Report No.: 513232A 434-688 0609 rlIomas1@IrIornaspe.com Manufacturer: Eastern Architectural Systems 1.0030 Bavaria Rd F'f 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 A, 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 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 203-94 Cyclic Pressure loading±75.Opsf 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 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +120.0/-150.Opsf design pressure,20.Opsf water penetration. TAS 203-94 Cyclic Pressure loading+120.0/-150.Opsf design pressure 4. Test report No.: FTL 5682/11-749 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +80.0/-100.Opsf design pressure, 12.Opsf water penetration. TAS 203-94 Cyclic Pressure loading+80.0/-100.0psf 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/A440-05 Design pressure: +80.0/-100.Opsf Water penetration resistance 12.Opsf ASTM El886-05 and ASTM El996-05 ASTM E1886/El996 Large Missile Impact, Level D,Wind Zone 4 ASTM E1886/E1996 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 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,+80.0/-100.Opsf design pressure, 12.Opsf water penetration. TAS 203-94 Cyclic Pressure loading+80.0/-100.Opsf design pressure 7. Test report No.: FTL 07-311/5417/02 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±60.0psf design pressure, 9.Opsf water penetration. TAS 203-94 Cyclic Pressure loading±60.Opsf design pressure 8. Anchor calculations, report number 513166-1A, prepared,signed and sealed by Luis Roberto Lomas P.E. �\ 5 *• 0 51 T r�o TATE 'OF cc, 0 p;RtOP �' � ONALr 1 of 2 Luis R. Lomas, P.E. FL No.:62514 12/26/2017 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville,NC 27023 Report No.: 513232A 434-688 0609 rllomasri lrlomaspe.corn Limitations and Conditions of use: • Maximum design pressure: Refer to installation drawing. • Maximum unit size: Refer to installation drawing. • Units must be glazed per ASTM El300-04/09,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 08-02476, revision A. 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). \O\11.1II.I///�/ �`���5 •R.' L6Ef q��. ■ 51, • o , TAT 4 F iO _ . ` FS'cCp.R10? , 0/ NA 116LI i 2 of 2 Luis R. Lomas, P.E. FL No.:62514 12/26/2017 i REMSIONS REV DESCRII',1710N DATE I APPROVED _ - A REVISED GLAZING DETAILS 12/26/17 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. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION S. / "14 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE TAPCONS WITH SUFFICIENT 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 FRAME ANCHORING INTO METAL STRUCTURE.. USE #14 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 INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. ALL FASTENERS TO BE CORROSION RESISTANT. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 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 0.048" THICK MINIMUM 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 E1300-04/09. 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: 1212612017 �d.��+ ��y��y easrerwaacnnecruau sys .0 Il11►1/ rA 9A fI -/- EFb'TfRN w•CTf.L SY?F+LV `�� R t!,O ... " 10111rM:-,uan rawow nn�a+ ��J�. CEN `<` S" 'tlq.�i• TABLE OF CONTENTS SERIES FWI 1000 IMPACT * p �,2 *_ SHEET NO. DESCRIPTION SINGLE HUNG WINDOW 'AY NOTES 4TAT OF 0 1 NOTES DRAWN: DWG NO. REV 2 - 6 ELEVATIONS VALE DA7 08 s02 76 A ��jsS pNA ti a�� 7 CROSS SECTIONS AND B.O.M. NTS 08/20/14 1 OF 12 = 8 - 11 INSTALLATION DETAILS I-ROSERTOLOMASR.E.. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 12 COMPONENTS 434-688-060.9 dlomas@loomaspe.aam REVISIONS REV DESCRIPIIDN DATE MPRDVF-D 48" MAX FRAME WIDTH 48" MAX FRAME WIDTH 13" - - A REVISED GLAZING DETNLS 12/26/17 11 R.L. 5" MAX 13" MAX U.C. � 5" MAX 5" MAX E. MAX � � 5" MAX 5" MAX 5" MAX -- 11/16" T 1/8" HS 1/8" HS / 0 / DURASEAL .090" SAFLEX BY EASTMAN O SPACER SYSTEM 12" 10„ BY QUANEX 1/8" HS MAX. O.C. MAX O.C. / WEDGE GASKET I STRUCTURAL SEALANT 552 t / FPVC 65 DUROMETER I - SETTING XBLOCK (30096) 72 85 DUROMETER MAX 72" -- BY CENTRAL RUBBER FRAME MAX "— 3/4' BITE EXTRUSIONS HEIGHT FRAME ' HEIGHT INTERIOR EXTERIOR GLAZING DETAIL A X / / WHEN USED OUTSIDE THE HVHZ 11/16" 1/8" TEMP/4 1/8" HS _� / SPACERUSYSTEM .090" SAFLEX BY EASTMAN 5" MAX 5" MAX BY QUANEX 1/8" HS --r-- WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 SERIES FW1 1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW_ FPVC 65 DUROMETER SETTING BLOCK (30096) ^- EXTERIOR VIEW FRAME INSTALLATION - EXTERIOR VIEW FIN INSTALLATION + 85 DUROMETER 3/4" BITE BY CENTRAL RUBBER DESIGN PRESSURE RATING IMPACTRATING EXTRUSIONS LARGE AND SMALL ^= INTERIOR +75.OPSF EXTERIOR MISSILE IMPACT GLAZING DETAIL A MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WHEN USED IN THE HVHZ WITH GLAZING A SIGNED: 12/26/20 i7 NOTES: EASEASMm ARMRC-.WT Sr Fms 1. SASH SIZE: 47" X 38". �cppi�ar Fnc MIM0vw.r \ 2. D.L.O.: 42 3 4" X 31 5 8". 3. HARDWARE: ■ . lw3 m\—w- \ \ n ✓ a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ----- ---- --•- 800. "�0 ."? v F ", AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS TAT _ `, RAIL END. ��•��c ���: 4. NO REINFORCEMENTS. ,F3i G DRAWN: Dwc No. REV SCALE NTS DATE 08/20/14 OS S0-28 OF 12 A /✓V�S�pNAI,��i\\\�;. L.ROBERTO COMAS P.F.. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-686.0609 AlomaS@ldQMaspe.wfN RaISi0NS ---- 53 1/2" MAX FRAME WIDTH 53 1/2" MAX FRAME WIDTH REV UESCRIP710N onre GLAZING Ayreoveo REVISED 5' X 10 5" MAX _ A DETAILS 12/26/17 R.L. I_—�L_MAX O.C. 5" MAX 13" - 5" MAX -- — { � � ��� I� MAX O.C. �I 5" MAX 5" MAX { 8'! { MAX O.C. /9„ { � / MAX O.C. 0 } / 1/2" 3/16" HS 76 MAX76 1 2 .100" HP EASTMAN X / FRAME __� MAX HEIGHT RAME EXTERIOR 3/16" HS L HT WEDGE GASKET INTERIOR X / / 2541 BY MPI X FPVC 65 DUROMETER I STRUCTURAL SEALANT SIKAFLEX 552 4 / / SE17ING BLOCK (30096) 1/2" BITE 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS I 5" MAX 1 s" Max GLAZING DETAIL B SERIES FW1 1000 IMPACT SINGLE HUNG WINDOW SERIES FINI 1000 IMPACT SINGL UNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN 1NSTALLATI DESIGN PRESSURE RATING I IMPACT RATING +120.0%i50.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WITH GLAZING B SIGNED:1212612017 r =urE2r+utcnrtEcrur+ni ssrems \ 111 111 ��\\5"RIn L(f�l�/�/. NOTES: 1. SASH SIZE: 1/2" X 38 1/4". SERIES FWI 1000 IMPACT1(, �b�F � 2. D.L.O.: 47 1 2" X 31 3/4". SINGLE HUNG WINDOW ,J�n 3. HARDWARE: ELEVATIONS y1 TAT a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ��`4.•� DRAWN: owc No. IRA .10 AND ANCHORED TO FIXED MEETING RAIL. _ R G t c. (2) BALANCE BALANCE SHOES LOCATED ON EACH SAS© BOTTOM SCALE NTS UATE 08/20/14 OS S0-36 OF 12 RAIL END. 4. NO REINFORCEMENTS. L.Ro6ERD EOISVILLMAS , Luis R. Loma E. 1432 WOODFORD AD LEWISVILLC-,NC 27023 FL No.• 6251 434-688-0609 rffoma @f4omaspe.com 53" MAX FRAME WIDTH aUSIONS ---- 53" MAX FRAME WIDTH— REV DESCRIP7I0N WE O.C.MAX OaovEn 5" X 14 1 .C. 5"5" MAX MAX 13 5' MAX - A REVISED GLAZING_DETAILS 12/2.6/17 R.L. — I---_�f_ MAX O.C. 5" MAX 5" MAX 12" / O 10" / O F 1/2„ MAX O.C. MAX O.C. 3/16" HS .090" SAFLEX IIIG BY EASTMAN 3/16" HS 77" 77" EXTERIOR INTERIOR MAX MAX FRAME rRAME H WEDGE GASKET EIGHT H HT 7.541 BY MPI STRUCTURAL SEALANT FPVC 65 OUROMETER SIKAFLEX 552 ER X SETTING BLOCK (30096) /\ 3/4" BITE 85 CENTRAOUROML R Q / / BY CENTRAL RUBBER �=� EXTRUSIONS r—inr-7 GLAZING DETAIL C 5" MAX 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE H WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING 110PACT RATING +60.0%100.OPSF LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WIThl GLAZING C SIGNED: 1212612017 /Q.,/��+ srewuw�cnnEciuRu srsrE.$ �� SI ERN MNo,PPLY \\�� �io����i.. NOTES: // aomppvwn o `�S 1. SASH SIZE: 51 3/4" X 38 3/4 A',� "aw .......... a ai .nrn mms `ti .'�CENS�'•9iP. 2. D.L.O.: IZ 3/4" X 34". SERIES FWI 1000 IMPACT I(O+yC5 3. HARDWARE: SINGLE HUNG WINDOW ,9 / � � a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS �'!W- TAT OF AND ANCHORED TO FIXED MEETING RAIL. per' -•tV` b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. oaawN: owc No. aEv ,.CQ��OP;���'\� c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L. 08-02476 A NALE����� 4. NOILRENDFORCEMENTS. SOAK NTS cn7f OS/20/14 SHEET4 OF 12 �711 1j0 L.ROBERTO LOMAS P.E. Luis R. Lomas E. _ 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 6251 434-666-0609 A/omasnlgomas mal REVISIONS 53 1/8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH- REv DESCRIPTION DATE APPROVED 13" - - - A REVISED GLAZING DETAILS -12/265/1 O MAX D.C. 7 R.l.. 5" MAX I 14 1 .C. MAX MAX 5" MAX -I 5" MAX 5" O.C. ,I { _.._...--.....-5" MAX 5" MAX 7 8„ _r- " T 1/8" ANN I - 3/16" HS SPACERURASSYSTEM l / O / O BY QUANEX - •090" SAFLEX BY EASTMAN MAX O.C. MAX O.C. WEDGE GASKET41TE STRUCTURAL SEALANT FPVC 65 DUROMETERSIKAFLEX 552 ` SETTING BLOCK (30096) 85 DUROMETER 78" 78" 3/4" BY CENTRAL RUBBER _ _ _._... EXTRUSIONS MAX MAX FRAME E RIOR EXTERIOR HEIGHT H T GLAZING DETAIL D WHEN USED OUTSIDE THE HVHZ X / - X / 7/8" 4 / / 1/8" TEMP 3090" HS DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN 1- L BY QUANEXj 3/16" HS 5" MAX 5" MAX BY GASKET STRUCTURAL SEALANT 2541 BY MPISIKAFLEX 552 FPVC 65 DUROMETERSETTING BLOCK (30096) SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW SERIESFWI 1000IMPACTSINGLEH WINDOW } 85 DUROMETER EXTERIOR VIEWFR404EINSTALLATION EXTERIOR VIEW FIN INSTALLATION 3/4" BITEBY CENTRAL RUBBER EXTRUSIONS DESIGN PRESSURE RATING IMPACTRATING INTERIOR EXTERIOR +80.0%i00.OPSF LARGEANDSMALL GLAZING DETAIL D MISSILE IMPACT WHEN USED IN THE HVHZ MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WITH GLAZING D SIGNED: I PJ2612017 �a jq •STERNARdifICLTUNAISVEiE.n3 \yi1�11ly NOTES: F Eas,torn pan°¢uRa r `�\\�S R L 1. SASH SIZE: 50 1/2" X 39 1/2". 00JOHAVNtNv \ •4 'ORi MT[fVE, 2. D.L.O.: 47 1/2" X 33 1/2". r.. "•r ._oo�o-.i 3Fts 3. HARDWARE: SERIES FWI 1000 IMPACT *• - HAT 5 a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL SINGLE HUNG WINDOW sAND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS S OF,.�4ZZ' 8c. (2) BALANCE BALANCE SHOES LOCATED ON EACH SASH BOTTOM DRAWN: OWC N0. REV J�'•,;��OR1aP N 4. NORAILRE REINFORCEMENTS. V.L. 08-02476 A /j/�/, SCALE NTS DATE 08/20/14 SHEET OF 12 ./!1. 11\ L.ROBERTO LOMAS P.E. Luis R. Lomas .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62S14 434-668.0609 Alont3S@lAom2Spe.c M REVISIONS - 53 1/8" MAX FRAME WIDTH •-=-- 53 1/8" MAX FRAME WIDTH REV DESCRIPTION Wore MPROVED - - 10" - - - 5" MAX -13" - - 5" MAX - REVISED GLAZING_DETAILS 12/26/17 R.L. MAX O.C. 5" — -- . --5" MAX MAX O.C. I 5" MAX 5" MAX T 10" i /9 3/4"MAX O.C. MAX O.C. / 0 I .090" SAFETY—PLUS II BY EASTMAN — 1/8" ANN EXTERIOR INTERIOR y WEDGE GASKET 96" MAX 2541 BY MPI MAX FRAME FPVC 65 DUROMETER STRUCTURAL SEALANT FRAME HEIGHT SIKAFLEX 552 HEIGHT SETTING BLOCK (30096) 3/4" BITE 85 DUROMETER - BY CENTRAL RUBBER EXTRUSIONS / GLAZING DETAIL E Q / I + 5" MAX 5' MAX ' — 1 SERIES FWI 10001MPACT SINGLE HUNG WINDOW SERIES FWl 1 000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING j IMPACT RATING SIGNED: 1212612017 NOTES: _60.OPSF �� ���� eauix a min rnx ssieas `�� �Rg+�s9 fi + LARGEA I SMALL 'tCitNaCiy5y%+lY �\ 0 MISSILE IMPACT aamxaVn w 1. SASH 517_E: 50 7/16" X 48 1/4", r - �G N 2. D.L.O.: 47 5/8" X 43 5/8 MISSILE LEVEL Q WIND ZONE 4.AND HVHZ SERIES FWI 1000 IMPACT * � � 3. HARDWARE: WITH GLAZING E SINGLE HUNG WINDOW ,tSl"(� o. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL D ELEVATIONS 73; TAT OF, ; AND ANCHORED TO FIXED MEETING RAIL. b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM DRAWN: DWC N0. REV RAIL END. V.L. 08-02476 A 4. NO REINFORCEMENTS. SCAE NTS DATE 08/20/14 1 S"EET6 OF 12 �fll1 11� 5. ALL UNITS RATED UP TO t60.OPSF MAY BE INSTALLED L.ROBERTOLOMASP.E. LUIS R. Lomas E. WITHOUT ANCHORS AT THE SILL. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-060.9 A/omasL81dornaspa mm BILLOFMATERIALS FOR ILLUSTRATION PURPOSES ONLY REN51°NS ITEM NO.: PART NO.: DESCRIPTION MANUFACTURER MATERIAL Rev UE5CRIR110N oars aRVRoveo 1 ._.FRAME HEAD EAS _ALUM,NUM6063-T6 _ FOR INSTALLATION DETAILS A RE`nSED GLAZING DETAILS _ _ 12/76/17 R.L_ 2 FRAME SILL EAS ALUMINUM6063-T6 REFER TO SHEETS 9-12 3 HI-RISE SILL EAS ALUMINUM6083-T8 4 FRAME JAMB EAS ALUMINUM6063-T6 5 FD(ED MEETING RAIL EAS ALUMINUM 5063-T6 6 APPLIED FIN EAS ALUMINUM6063-T6 7 MEETING RAIL EAS ALUMINUM6063-T6 8 LIFT RAIL EAS ALUMINUM6063-T6 1 - 9 HI-RISE LIFT RAIL EAS ALUMINUM6063-T6 10 SASH JAMB EAS ALUMINUM6053-T6 11 IG GLAZING BEAD EAS ALUMINUM6063-T6 it 12 MONOLITHIC GLAZING BEAD EAS ALUNUNUM6063-TB 13 CADWELL SPIRAL BALANCER EAS 14 SASH LOCK EAS DIE-CASTZINC EXTERIOR INTERIOR 15 BALANCER PIVOT LOCK EAS 16 VENTSTOPS EAS 12 14 17 BALANCER PIVOT BARS EAS � 18 LIFT RAIL BULB EAS VINYL 19 FRAME SILL BULB EAS VINYL 5 20 SASH VVEATHERSTRIPPING EAS 12 EXTERIOA INTERIOR 21 RAIL WEATHERSTRIPPING EAS 9 { 21 19 11 18 \ \ � 12 13 20 10 ig 8 INTERIOR 2 18 VERTICAL SECTION SIGNED: 1212612017 L5—�� #t �r tA5 iRN NtCHn'Aa-10a191'SEM9 EXTERIOR l5 :` `���., cati-tcrvisc:iosrwlr u n<w q. q p aaw. fe<M tit'EI(IW(la 3l41,1 ��, -\BENS C, VERTICAL SECTION SERIES FWI 1000 IMPACT 1k 0 51 SINGLE HUNG WINDOW ( c, B.O.M. AND CROSS SECTIONS f D 'RiATE 1 � O11 DRAWN: DWG NO. REV %O��s �QRSQP HORIZONTAL SECTION sc�NTS DATE 08/20/14 08 SoETT76 OF 12 A lit, L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEIMSVILLE NC 27023 434-688-0609 (llomas@tdomaspe.mm FL No.: 62514 _ 5/8" MIN. REVISIONS EDGE DISTANCE REV --- DESCRIPTION GATE APPROVED WOOD FRAMING - - - -- A REVISED GLAZING.DETAILS_ _ _ 12/26/17 R.L.. OR 2X BUCK BY OTHERS 1 7/16" MIN. EMBEDMENT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 7/16° MIN. 1/4" MAX. EMBEDMENT SHIM SPACE #14 WOOD SCREW f INTERIOR 5/8" MIN. _ EDGE DISTANCE k #14 WOOD SCREW EXTERIOR INTERIOR WOOD FRAMING EXTERIOR 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., 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, WOOD FRAMING NOTSHOWNFORCLARITY. 1 7/16" MIN. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK BY OTHERS EMBEDMENT DESIGNEDINACCORDANCEWITHASTME2112 SIGNED: 1212612017 �p I-nsrsN utcnn�rurru snTerns �tt11�1!! / usic em.cru srcv�r `\\\ICJ+R L Q�// �pr" .. I— 5/8" MIN ■ L,[ o ..........— ............... �iinwon�:nna `J\v\DENS+ '9�fi� • EDGE DISTANCE -- SERIES FWI 1000 IMPACT * � *� SINGLE HUNG WINDOW VERTICAL CROSS SECTION INSTALLATION DETAILS TAT OF Aii�: WOANDARDOD .SiLLOSHOWN,HKR�SETALLATION SIMILAR DRAWN: DWG N0. REV 08 SCALE NTS DATE 08/20/14 SHEET A EET8 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rl/OmaS@O MOmasp0.COm RENSIONS 5/8 MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE ' METAL 'A REVISED GLAZING DETAILS 17./26/17 R.L. STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE _ f APPROVED '^91",-` SEALANT #14 SMS OR SELF DRILLING SCREW 1/4" MAX. SHIM SPACE INTERIOR 5/8" MIN. ` EDGE DISTANCE EXTERIOR INTERIOR #14 SMS OR SELF DRILLING SCREWS ' METAL ^ STRUCTURE BY OTHERS EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION n: #14 SMS OR SELF DRILLING SCREW BACKER ROD & APPROVED SEALANT 1/4" MAX. NOTES: _ SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED:12/26/2017 g py� E.L TkRN ARCRIiECIJRAt S15TF36 111 I'I/ 5/8" MIN "���� �q�sflrf Fas�nNar"�imaw ,�\\\S(j ZD�fffff. EDGE DISTANCE unm nAv nm nnm ��J - (J ••+war w.noo+.0.«o eaew. FfiRT MTf:Yt9,RS�WUnyl9�� •• F SERIES FWI 1000 IMPACT * ���11VV10 51 VERTICAL CROSS SECTION SINGLE HUNG WINDOW METAL STRUCTURE INSTALLATION INSTALLATION DETAILS rJ6 TAT STANDARD SILL SHOWN,HI RISE SIMILAR DRAWN: owc No. REV /�FS;:c�Q��OP•N SCALE NTS DATE 08/20/14 08 sOEEr96 OF 12 A f//s/oINIIA1 �G\ L.ROBERTO COMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rl/omas@ldomaspe.com _ 2" MIN. BY OTHERS R"StONS CONCRETE/MASONRY EDGE DISTANCE REV DESCRIP11ON DATE APPROVED -^ II _ • ° - � - � - -' - --- - ---- - - - A -REVISED-GLAZING DETAIt.S__ 12/2fi/17 R.l.., a - n� a a 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. ° EMBEDMENT ` CONCRETE/MASONRY OPTIONAL 1X BUCK BY OTHERS SEE NOTES 3 - 7 SHEET 1 OPTIONAL IX BUCK >9 1/4" MAX. 1/4" MAX. SEE NOTES 3 - 7 e' f SHIM SPACE BACKER ROD SHIM SPACE SHEET 1 & APPROVED SEALANT 1/4" TAPCON 1/4" TAPCON INTERIOR EXTERIOR INTERIOR 2„ MIN. . "- -- EDGE DISTANCE ° EXTERIOR v, BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE(MASONRY INSTALLATION 1/4" TAPCON BACKER ROD NOTES: SEALANT 1/4" MAX. NOT SHOWN FOR CLARITY. r SHIM SPACE 2.PERIMETERAND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 - 7 SIGNED 1212612017 SHEET 1 ��/" E.lSiERN nRCgiCRURnt SYSiEM9 -E '• E� -tes��nr aUMSION OC \`\`\c`�t O'/',��'. ° d, ° CASICRN s+104 SY+PIY a R L A� °e ® �.A iwri luvnitu pond \�NJ� •!•�lit; 1 1/4" MIN. a,,... CRiMYva,nuwonvva v .\G@NS 1. w •. ego-laxama n� EMBEDMENT ` r• a a SERIES FWI 1000 IMPACT * `0 5 --mod —" ---1 SINGLE HUNG WINDOW INSTALLATION DETAILS �AH OF' Zr CONCRETE/MASONRY 2" MIN, DRAWN: OWG NO. REV iO�t��FC QR`DP! BY OTHERS NA VERTICAL CROSS SECTION EDGE DISTANCE SCALE NTS DATE 08/20/14 08 SHEET 10 OF 12-02476 A 7s%,j 140 CONCRETE/MASONRY INSTALLATION STANDARD SILL SHOWN,HI RISE SIMILAR L.ROHFRTO LOWS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 di00laSCc&0Maspe.00vl REVISIONS 1 3/8" MIN. .REV DESCRIP11ON DATE APPROVED ._-..... ...-_.................-.._—.-_.-__.—..-.�_._.._ EMBEDMENT - - - - A REVISED GLAZING DETAILS. 12/26/17 R.L. #10 WOOD __ _ VJOOD SCREW - FRAMING BY OTHERS } 1/4" MAX. SHIM SPACE 7/16" MIN -.�— EDGE DISTANCE - ----)L'_, } WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE INTERIOR t 3/8" MIN. EXTERIOR INTERIOR EMBEDMENT #10 WOOD SCREW 7/16" MIN --- " -^ EXTERIOR EDGE DISTANCE w JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX NOT SHOWN FOR CLARITY. } j SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 } SIGNED 12/26/2017 7/16" MIN J---- EDGE DISTANCE -�- eAs e2nARcwT[Tu usn ens ,�1111111/f// AeM�xY:a. I E�s�erU<N;TA=APY \\.�5 LoA #10 WOOD WOOD '.. «oo «oe e 'OR,MYiiix�nonan+s \V �`CENS�J9s� SCREW FRAMING oTSERIES FWI41000 IMPACT V�07m,13/8" MIN. BY OTHERSEMBEDMENT SINGLE HUNG WINDOWINSTALLATION DETAILS �0TATVERTICAL CROSS SECTION EV WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: OWC No. OS-02476 RAV. EV '-GALE NTS DATE 08/20/14 1 SHEET11 OF 12 L.ROBF.RTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE•,NC 27023 FL No.: 62514 434-688-060.9 it/onlas@lnomaspe.com REVISIONS REV DESCRIPTION GATE APPftOVfO 3 7/16„ nyll - - A - REVISED GLAZING DETAILS -. _.. _ -17/26/17 1 R.L. f 3 5/16"-- -- 1 11/16" 4 5/16" 3 1/16" 1 13/16" 2 9/16° J� - FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL (1 ALUMINUM 6063-T6 O2 ALUMINUM 6063-T6 O3 ALUMINUM 6063-T6 O4 ALUMINUM 6063-T6 O ALUMINUM 6063-T6 .062'THICK .062"THICK .062"THICK .062'THICK .062"THICK 2 3/8"--{ 2 9/16" 2 3/8 --{ Tr 5/16" I— —1 — { 3 13/16" � --{ 1 9/16" — - 2 1/4" 2 1/2" �- 1 1 3/8.. +I APPLIED FIN MEETING RAIL LIFT RAIL HI 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 5/16" SIGNED:12/26/2017 g �a pn u ar mFcruan s s eas 111 1/ u.yaa+w�rr�.tos�val.r 15/16° 15/16" II l� i,� o, „oe d sowaira owony»i =�Q\ \LE//5�'��5� . t uuull SERIES FWIa 1000 IMPACT `* 0 *S INSULATING BEAD O GLAZING BEAD SINGLE HUNG WINDOW ,a � € ram'. 11 ALUMINUM 12 ALUMINUM6063-T6 COMPONENTS �;tf TAT ,OF ,•ty� .062"THICK .062'THICK DRAWN: OWO NO. 2476 RA SCALE NTS DA1E 08/20/14 08 SOHEET 12 OF 12 1 OW?`\\\ L.ROBERTO LOMAS RE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILL@,NC 27023 FL No.: 62514 434-688-0609 r8omas@1domaspo.mm