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Home My WebLink AboutProduct Approval Window Single HungA, s .° eta ; udrnce cox 0�2;�a�" BCIS Home I Log In ( User Registration I Hot Topics ' tt Submit Surcharge � Stats &Facts � Publications 1 Contact Us ( BCIS Site Map I Links I Search Florida Product Approval ►(+��;. M USER: Public User t .,rrarv; I dddiii Product Approval Menu > Product or Application Search > Application List > Application Detail RECEIVED JAN 12 2022 FILE COPY County FL # FL14604-R11 St. Lucle Permitting 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 C.1 Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher REVIEWED FOR Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 CODE COMPLIANCE jflesher@easternmetal.comLUCIE COUNTY .BOCC Quality Assurance Representative S' Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 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 Florida Licensed Professional Engineer or Architect FL14604 R11 Equiv FL14604 AAMA EQ.pdf FL14604 R11 Equiv FL14604 ASTM EQ,pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved I Method 1 Option A 05/18/2021 05/19/2021 05/21/2021 ra Products ,�._ v _, •� �`'_ �.��, °, r. " Summa of - ty°. _ AFL.# ry 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: 'No I 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.pdf 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.pdf ` Created by Independent Third Party: Yes 14604 2 Series 1441 Non Impact Vinyl SH'Series Flange i 1441 Non Impact Vinyl SH Flange" ' Limits of lJse Y + Certification Agency Certificate Approved for usein,HVHZ No . ; " * FL14604 RS1�C"CAC NI010813 R3 pdf.. Approved for use outside,HVHZ:�Yes • Quality Assurance Contract,Expiration Date'= Impact Resistant: No x' 04/30/2024 "" ' `Design Pressure: , i .` ` r,-` 'Installation Instructions ,+50/-50` Other: Configuration O/X Vent Sli6: W 5038 11-35.13' 'FL14604 R11 II: 08-00558D pd� Glazing 3/4, Overall I G Ver�ied By Luis R Lomas, P E: Florida P.E 61514 Created by Independent Third Party Yes' Evaluation Reports " <>.'e FL14604 R11:`TAE 510947C r'� Created by'Ind66ndent Third. Party Yes 14604.3 Series 2451 Impact Vinyl SH Nailing , Series 2451 Impact Vinyl SH Nailing Fin Fin Limits of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: 'es Impact Resistant: Yes Design Pressure: +50/-50 Other: Configuration: O/X Max: Frame Size: W-48" H-72" Glazing: 3/4" Overall Laminated IG Certification Agency Certificate FL14604 R11 C CAC NI013364.02-Rt pdf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL14604 1111 II 08-02914A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R11 AE 513739B.pdf Created by Independent Third Party: Yes 14604 4 Senes 2461 Impact`Vmyl SH. Fla"nge, w". a Series 2461 Impact Vmyl SH Flange F k a A c=. Limas 'of' Certification Agency Certificate Approved,for,use mHVHZ No i FL14604••R11 GMCAC•'NI013364 03 Rl.pdf, ' T Approvedfior use:outsde HVHZ YesC, ° Quali Assurance Contract Expiration`Date ty : Impact Resistan6 Yes _Design Pressure.`+50%750 Insiallatlion'lnsteuctions e 3 O/XMax rmeW1"/872 3/4" F614604 Rii II 08-02915A.pdfOther 0"verall Laminated IG ws Verifed B ., Luis R. L'omas, P E.`62514k° y w Created by."Independent Third`Party Yes n Evaluation Reports f "> F ' w ''FL•'14604 R11 %'AE 513740B pdf Created by. Independeni.Third"Party Yes x i 14604.5 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH II Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14604 R11 C CAC NI009020.01-R3.pdf Approved for use outside HVHZ: Yes FL14604 R11 C CAC NI009020.02-R2.pdf Impact Resistant: Yes I FL14604 R11 C CAC NI009020.03-R2.pdf Design Pressure: N/A FL14604 R11 C CAC NI010670.01-R2.pdf Other: See drawing 08-02476 for design pressures. GLASS FL14604 R11 C CAC NI010670-R2.pdf INTERLAYER COMPLIES WITH. THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMANINTERLAYERS Quality Assurance Contract Expiration Date 12/31/2023 Installation Instructions FL14604 R11 II 08-02476B.pdf Verified By: Luis Rs Lomas, P.E. Florida RE. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R11 AE 513232C.pddf 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 e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: FJ�F_9®erR M Credit Card — Safe . r 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. REVISIONS DESCRIPTION DATE I APPROVED REVISED GLAZING DETAILS 12/26/17 R.L. REVISED INSTALLATION DETAILS 1 03/22/20211 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 5063-T5 0.125 THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 - 6 ELEVATIONS 7 CROSS SECTIONS AND B.O.M. 8 - 11 INSTALLATION DETAILS 12 (COMPONENTS SIGNED: 0410112021 ^CIYO SYS,Ea3 Eastern EASTERRL�TP SYPPY `t�ttll r.rrrr, L0 ,, M MTNVEHula �-`NENSiF'9S/ice = *• Oy6�251 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW NOTES `-A • TAT OF 'tu //�O'��s. FCQRtOP •G��TC/`� DRAWN: DWG N0. REV Da SD2�T476 B S/ONA j1'p � Luis R. Lomas P.E. FL No.: 62514. SCALE DATE NTS 08/20/14 1 OF 12 L. ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-666-0609 Nlomas@1rlomaspe.com ' FI Hf 5" MAX 48" FRAME WIDTH 13" MAX O.C. �{ 5" MAX �-- 0 12" O.C. /MAX. / '2" AME IGHT X .1� 4� 5" MAX 48" FRAME WIDTH 13" 5" MAX 5" MAX I� MAX �I I O.C. I 7 FR -- HE SERIES FW1 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 5" MAX 0 10„ O.C. /MAX / 2" WE-- 3HT - - X J� 5" MAX 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t75.OPSF LARGEANDSMALL 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. REVISIONS DESCRIPTION DATE I APPROVED REVISED GLAZING DETAILS 12/25/17 R.L. REVISED INSTALLATION DETAILS 1 03/22/2021 R.L. 1/8" HS 1/8" HS EAL EM .090" SA EX 1/8" H ET STIR PI SIKSA ER ETT i - - - - --SS^ BITE BY EXT INTERIOR DURAS SPACER SYST FLEX BY EASTMAN BY QUAN S WEDGE GASK UCTURAL SEALANT 2541 BY M FLEX 552 FPVC 65 DUROMET ING BLOCK (30096). DOROMETER 3/4 CENTRAL RUBBER RUSIONS EXTERIOR ^ GLAZING DETAIL A WHEN USED OUTSIDE THE HVHZ 11/16" 1/8" TEMP 1/8" HS DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY QUANEX 1/8" HS WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING BLOCK (30096) 85 DUROMETER 3/4' BITE BY CENTRAL RUBBER EXTRUSIONS INTERIOR EXTERIOR. ^^ — GLAZING DETAIL A WHEN USED IN THE HVHZ FJlST ARaMfEOT`1 5Y5 s A DI—IM or SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS DRAWN: DWG N0. V.L. 08-02476 SCALE NTS DATE' 08/20/14 SHEET 2 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, AIC 27023 434-688-0609 r8omas@lrlomaspe.00m SIGNED: 0410112021 ENS�.9s�� z:*- AD 51 "*a�' pTATE OF ;�\ B Luis R. Lomas P.E. FL -No.: 62514 76 FI HI 53 1/2" FRAME WIDTH 5" MAX 1. �10 'r MAX O.C. 5" MAX MAX O.C. O / 1/2" AME IGHT X 4 � 5" MAX 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 76 FR HE 5" MAX I 5" MAX i 9„ MAX O.C. 1/2" WE GHT L 5" MAX REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 12/25/17 R.L. 5" MAX B REVISED INSTALLATION DETAILS 03/22/2021 R.L. i SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW W/ HI -RISE SILL AND HIGH RISE LIFT RAIL DESIGN PRESSURE RATING IMPACT RATING +120.0%150.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING B NOTES: 1. SASH SIZE: 50 1/2" X 38 1/4". 2. D.L.O.: 47 1/2" X 31 3/4". 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 1/2" 3/16" HS .100" HP EASTMAN EXTERIOR 3/16" HS WEDGE GASKET INTERIOR 2541 BY MPI FPVC 65 DUROMETER STRUCTURAL SEALANT I SIKAFLEX 552 L� SETTING BLOCK (30096) 1/2" BITE 85 DUROMETER BY CENTRAL RUBBER r—rnrl EXTRUSIONS GLAZING DETAIL B SIGNED: 0410112021 Ews,uwAacwiECTuwusysTEus Eastern A- WN-11-7-h \11111.1/!/ Lpii�� . �roJa eAVARU Rono �..". FOR -En R1IRI =3.��C \ E N „. "a " .„" BWeJI.YNa _ S� =*• 0, 6�251 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW - s' ELEVATIONS oO,• TAT OF ��,\ DRAWN: DWG NO. REV 08 B LUIS R. Lomas P.E. FL No.: 62514 scALE NTS DnrE OS/20/14 s0�36 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE-AIC 27023 434-660-0609 A/omas@Nomaspe.Com FI 53" FRAME WIDTH 5" MAX 14 1/2" MAX O.C. 5" MAX T- 12" / 0 MAX O.C. / F7 _ 'AME IGHT - X 4 � 5" MAX — 5" MAX 5" MAX SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 7 FR HE REVISIONS 53" FRAME WIDTH —{ RDESCRIPTON _ 13" IIL A A REVISED GLAZING DETAILAIL S MAX O.C. 5" MAX B REVISED INSTALLATION DETAILS 5" MAX 10" MAX O.C. / O / 7" \ME — GHT - — X 4 5" MAX 1 SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DATE APPROVED 12/26/17 R.L D3/22/2021 R.L 7/16" 3/16" HS .090" SAFLEX IIIG BY EASTMAN 3/16" HS EXTERIOR- - - —INTERIOR WEDGE GASKET 2541 BY MPI STRUCTURAL SEALANT FPVC 65 DUROMETER SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER 3/4" BITE BY CENTRAL RUBBER r�nr� EXTRUSIONS GLAZING DETAIL C DESIGN PRESSURE RATING IMPACT RATING +80.0%f00.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING C SIGNED:04/01/2021 A EwSTERNAMSDCNausysiEMs -�- Eastern:. ��°N OF, NOTES: 1. SASH SIZE: 51 3/4" X 38 3/4". ,c,. ""` •• Fm°a"nnx"zzoa nowwxw3 `\V.��GEiU`S�q�s-� 2. D.L.O.: 47 3/4" X 34". SERIES FWI 1000 • IMPACT *• 0 . 61 3. HARDWARE: SINGLE HUNG WINDOW a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS _= ;" TAT OF x, - AND ANCHORED TO FIXED MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. DRAWN: DWG NO, REV O�..,� P •.4 ij,�s .1011 c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L. 08 B //'�/40" . ;;� \` END. LE NTS °A� 08/20/14 s02 46 OF 12 4. NO REINFORCEMENTS. L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514. ' .. 434-666-0609 rllomas@lAoaiaspe.com FI HI 5" MAX 53 1/8" r �I FRAME WIDTH 14 1/2" MAX O.C. 5" MAX / O L— I 12" MAX O.C. / AME IGHT X / 4 / / L 5" MAX — 5" MAX SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION 7 FR HE 5" MAX — I 5" MAX L. 10" MAX O.C. WE GHT 5" MAX 5" MAX i SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACT RATING +80.0%100.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING D NOTES: 1. SASH SIZE: 50 1/2" X 39 1/2". 2. D. L.O.: 47 1 /2" X 33 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 REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING -DETAILS 12/26/17 R.L. REVISED INSTALLATION DETAILS 1 03/22/2021 R.L. 7/8" 1/8", ANN 3/16" HS DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY QUANEX 3/16" HS WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING BLOCK,(30096) 85 DUROMETER 3/4" BITE BY CENTRAL RUBBER EXTRUSIONS INTERIOR EXTERIOR ^^^ GLAZING DETAIL D WHEN USED OUTSIDE THE HVHZ 7/8" 1/8" TEMP /16" HS 3 DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY QUANEX 3/16" HS WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING BLOCK (30096) 1—WINTERIOR 85 DUROMETER 3/4' BITEBY CENTRAL RUBBER EXTRUSIONS EXTERIOR GLAZING DETAIL D WHEN USED IN THE HVHZ EASTERN ARONmi 01SYSTEMS •` % Eastern EASTERN METAt�srRRY ■ Q� n o o, ors Iw]o envanu nono r"wc: w...00w" wwo ...' F00.T MYERS,ROWOA3t91] BODd]DYAt SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS DRAWN: DWG NO- REV V.L. 08-02476 B SCALE NTS I DATE 08/20/14 - SHEET OF 12 L. ROBERTO LOMAS AE. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r8omasOaldomaspe.com SIGNED: 0410112021 O �N '- y *v 0, 51. # �; 5T(A7lcE OF '�'��` 'c�ORIOP' �•Z'�� 1�NA"E�G`�� Luis R. Lomas P.E. FL No.: 62514.' FF HE 53 1/8" FRAME WIDTH 53 1/8" FRAME WIDTH 5" MAX 13" 5" MAX � 10 '{ MAX O.C. 5" MAX MAX O.C. 5" MAX 9 3/ MAX O.. C. / / O 6" WE GHT X 4/ L 5" MAX 9 FR HEI I r 5" MAX 5" MAX AME L / 10" MAX O.C. / / O 6" GHT X 5" MAX REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 12/26/17 R.L. REVISED INSTALLATION DETAILS 03/22/2021 R.L. 5/16" 1/8" ANN. O9O" SAFETY -PLUS II BY EASTMAN 1/8, ANN _ --- - EXTERIOR- INTERIOR WEDGE GASKET 2541 BY MPI FPVC 65 DUROMETER STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 3/4" BITE 85 DUROMETER _-__ BY CENTRAL RUBBER r-rnr� EXTRUSIONS SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN 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 ±60.DPSF MAY BE INSTALLED WITHOUT ANCHORS AT THE SILL. DESIGN PRESSURE RATING IMPACT RATING +60.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WITH GLAZING E SIGNED: 0410112021 EAs EmmA o sv:revs Eastern E�TEHNMERLSYPRY�0, 111rl r.rlr , 100]OeAVARUROAD voRr areas, nauwnaia ` V E N a+• • 9�yx `� �G 0,51 *` SERIES FWI 1000 IMPACT*• SINGLE HUNG WINDOW =;fl. x ELEVATIONS �� , TAT OF ��.a�*p.l0RIOP� \$\� DRAWN: DWG.NO. REV 08 475 B '/�7S S W LUIS R. Lomas P.E. FL No.: 62514- SCALE NTS DATE 08/20/14 602OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rl/omas@ldomaspe.com BILLOF MATERIALS ITEM NO.: PART NO.: DESCRIPTION MANUFACTURER MATERIAL 1 FRAME HEAD EAS ALUMINUM6063-T6 2 FRAME SILL EAS ALUMINUM 6063-T6 3 HI-RISESILL EAS ALUMINUM6063-T6 4 FRAMEJAMB EAS ALUMINUM 6063-T6 5 FIXED MEETING RAIL EAS ALUMINUM 6063-TB 6 APPLIED FIN' EAS ALUMINUM6063-T6 7 - MEETING RAIL EAS ALUMINUM6063-T6 8 LIFTRAIL EAS ALUMINUM6063-T6 9 HI -RISE LIFT RAIL EAS ALUMINUM6063-T6 10 SASH JAMB EAS ALUMINUM 6063-T6 11 IG GLAZING BEAD EAS ALUMINUM6063-T6 12 MONOLITHIC GLAZING BEAD EAS ALUMINUM6063-T6 13 CADWELL SPIRAL BALANCER EAS 14 - SASH LOCK EAS DIE-CA.STZINC 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 FOR INSTALLATION DETAILS REFER TO SHEETS 9-12 EX REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. B REVISED INSTALLATION DETAILS 03/22/2021 R.L. VERTICAL SECTION Ao SION OF EASTERN METAL SYP0.Y VERTICAL SECTION SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW B.O.M. AND CROSS SECTIONS DRAWN: DWG NO. V.L. 08-02476 SCALE NTS I DATE 08/20/14 1 S"EET7 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE NC 27023 434-668-0609 Niomas@IAomaspe.mm OR SIGNED: 0410112021 \\\`\\sL/O�i/�i J • ..g �•.�tCgjUs� •s.= *• 0 51#= TA TE OF REV ii�'��5'ZORMIt G�\� Luis R. Lomas P.E. FL No.: 62514 5/8" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING A REVISED GLAZING DETAILS 12/26/17 R.L. OR 2X BUCK B REVISED INSTALLATION DETAILS 03/22/2021 R.L. BY OTHERS 1 :7/16" MIN. EMBEDMENT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 7/16" MIN. 1/4" -MAX. EMBEDMENT r SHIM SPACE #14 WOOD SCREW J INTERIOR II III 5/8" MIN. ^ EDGE DISTANCE -- #14 WOOD J SCREW 1 WOOD FRAMING EXTERIOR EXTERIOR INTERIOR OR 2X BUCK BA BY OTHERS CKER ROD & 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, BYOTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE OR 2X BUCK " 1 7/16MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS EMBEDMENT SIGNED: 0410112021 . . E0.5TERN MLWfECTUWY SYSTEMS . D CF Eastern. 1IIIr �,1 III R 'Lo�.11 . 5/8" MIN mu ES,ERRNETQSYPPY 1 .. 100]0 BAVARN RORO • `��\9 �� J �/ -•.4�CEMSF'9s�� EDGE DISTANCE- Fonr.aoww�so w-F 5 ,".; ._. ..."".,...= o"". . VERTICAL CROSS SECTION SERIES FWI 1001) IMPACT _ 5�1 . WOOD FRAMING OR2XBUCK INSTALLATION SINGLE HUNG WINDOW `* STANDARD SILL SHOWN, HI -RISE SIMILAR INSTALLATION DETAILS TATE OFF DRAWN: I DWG NO, REV V.L. 08 76 B ��iYs ONA LE DATE s02 NTS 08/20/14 8 OF 12 L. ROBERTO LOMAS P.E. Luis R. Lomas PX. 1432 WOODFORD RD LEWISVILLE,, NC27023 FL No.: �62514 434-688-0609 d/omas@Momaspo.com. .- METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER I & APPRO' SEAL STRUT BY 0' 5/8" MIN r t EDGE DISTANCE 1 /4" MAX. SHIM SPACE' #14 SMS OR SELF DRILLING cracw INTERIOR #14 SMS OR SELF DRILLING SCREW 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION STANDARD SILL SHOWN, HI -RISE SIMILAR + MI N. IN. EDGE DISTANCES #14 SMS OR J SELF DRILLING SCREWS REVISIONS REV DESCRIFTION DATE APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. B REVISED INSTALLATION DETAILS 03/22/2021 R.L. J r1 /4" MAX - SHIM SPACE INTERIOR METAL J EXTERIOR STRUCTURE BACKER ROD BY OTHERS & 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 MLWfECIURILL SYSTEMS Eastern TER° �� Y�y ■ M: oT w ad ^ 1MMV,u R= w e Doan ONT UYENS. RORIW 3191D . BOD6t2SiW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-0247 6 r NT$ — 08/20/14 SHEET OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 AlOmas@Irlamaspe.wm SIGNED: 04/01/2021- S1R I I LI///f v•4�GENg�"9s�� —�TATE 'OFF 5� �REv p�••�(ORIOQ:•�� B s/11NA `1a\�`� Luis R. Lomas P.E. FL No.: 62514 . CONCRETE/MASONRY 2" MIN. BY OTHERS EDGE DISTANCE r a� a d 1 1/4" MIN. e °.. °°' a °•, EMBEDMENT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 1 /4" MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT 1/4" TAPCON EXTERIOR Ml 01 � INTERIOR 1/4" TAPCON BACKER ROD & APPROVED 1/4" .MAX. SEALANT SHIM SPACE OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 n 1/4" MIN. EMBEDMENT 2" MIN. . CONCRETE/MASONRY EDGE DISTANCE BY OTHERS VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION STANDARD SILL SHOWN, HI RISE SIMILAR REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. B REVISED INSTALLATION DETAILS 03/22/2021 R.L. 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY v, BY OTHERS OPTIONAL 1X BUCK ° ° 1/4" MAX. r SHIM SPACE SEE NOTES 3 — 7 SHEET 1 INTERIOR 1 /4" TAPCON a • b a. 2" MIN. EDGE ° - .A EXTERIOR DISTANCE BACKER ROD & APPROVED ° SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION . 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 ewsrena Rruwreervwu sysrsNs -�-- Eastern ' � NEL1L°YGRY oar e+rerss. nowon xmo SERIES FWI 1000.IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS DRAWN: DWG NO, - REV V.L. 08-02476 B SCALE NTS DATE 08/20/14 SHEET 10 OF 12 L: ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 A/omasCTalrlomaspe.com SIGNED: 0410112021 \`,\\ ,b 1R I lLlo�eiz Ao 7 5 sTAT 0F Luis R.. Lomas P.E. FL No.: 62514 APPROVEC SEALANT BEHIND FIP #10 WOO[ SCREN 7/16" MIN EDGE DISTANCE WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 12/25/17 R.L. B REVISED INSTALLATION DETAILS 1 03/22/20211 R.L. _J 1/4" MAX WOOD FRAMING 'I SHIM SPACE BY OTHERS #10 WOOD SCREW INTERIOR I MIN. EMBEDMENT EXTERIOR INTERIOR T- APPROVED SEALANT EXTERIOR BEHIND FIN 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL n WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE #10 WOOD SCREW 1 3/8" MIN. APPROVED EMBEDMENT SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 EA9TEftN AftOMlEONRAL SY5T 5 - Eastern �. WOOD n.or ..,...•a... ^ry• OOe.e +oow envAaw Bono _ FOfR MYEPS, iLORI0All91J FRAMING SERIES FWI 1000 IMPACT BY OTHERS SINGLE HUNG WINDOW INSTALLATION DETAILS DRAWN: DWG NO. REV. V.L. 1 08-02476 B SCALE NTS DAB 08/20/14 SHEET.11 .OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 Alomascaldomasoe.com SIGNED: 0410112021 O;• STATE OF •,�` Luis R. Lomas P.E. , FL No.: 62514 3 3/8" 13/1 � 3 7/16" - 3 1/16" r� I n 17 4 3/8" REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 12/26/17 R.L. 3 7/16" B REVISED INSTALLATION DETAILS 03/22/2021 R.L. FRAME HEAD FRAME SILL FRAME HI RISE SILL OALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 .062" THICK .062" THICK - .062" THICK 2 3/8" �{ 2 9/16" 5/16 2 1/4" 2 1/2" 1 5I/8" J� J LLf APPLIED FIN MEETING RAIL LIFT RAIL O6 ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 .062' THICK .062" THICK .062" THICK 1 1/4" � 1 5/16" L 2 15/16" 15/16" 7/16" INSULATING BEAD GLAZING BEAD FRAME HEAD COVER 11 ALUMINUM 6063.T6 , 2 ALUMINUM 6063-T6 1202 ALUMINUM 6063-T6 .062" THICK .062" THICK 3 5/16" FRAME JAMB OALUMINUM6063-T6 .062" THICK 3 2 5/8" HI RISE IMPACT LIFT RAIL O9 ALUMINUM 6063-T6 .062' THICK FIXED MEETING RAIL OALUMINUM 6063-T6 .062" THICK 1 . I r 1 3/8- SASH JAMB 10 ALUMINUM 6063-T6 .062" THICK FAsIERNARCHRECTIIRAL sVST Eastern,. ■ f00]11 SAVARW ROAD KID •cTyr a oae"i' FORTMYERS, fLIXimA 3 3 Y SERIES#FWI 10000 IMPACT SINGLE HUNG WINDOW COMPONENTS. DRAWN: - DWG NO. REV V.L. 08-02476 B SCALE NTS IDATE 08/20/14 1SHEET12 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-08-0609 Alomas@lrlomaspe.com SIGNED: 0410112021 =*• 0y51� � ��7/slp A IlaN Luis R. Lomas P.E. FL No.: 62514