The URL can be used to link to this page

Home My WebLink AboutProduct Approval _ 7 Business e Pro o . ' - , o BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I l? i 11 Product Approval USER: Public User dbor Product Approval Menu > Product or Application Search >Application List>Application Detail 'I FL# FL14610-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be POC and/or the Commission if necessary. Comments Archived L3 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 Fleshe �-s>b� ® �' jflesher@eas � eta .co Technical Representative REVIEWED FOR Address/Phone/Email CODE C® PL1At''.K,`� Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email , BOCC Category Windows Subcategory Horizontal Slider Compliance Method RECEIVED Certification Mark or Listing JAN 0 ^0? Certification Agency National Accreditation &Management Institute Validated By ST,Lucie County,Permitting National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard HAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ANSI/AAMA/NWWDA 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E1996 TAS 201 TAS 202 TAS 202 7 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/17/2019 Date Validated 10/10/2019 Date Pending FBC Approval Date Approved 10/16/2019 Summary of Products Model; Number or Name Description f 14610.1 Series "FWI 1000" Aluminum Impact Series "FWI 1000" Aluminum Impact 1- Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14610 R6 C CAC NI006149.01-R. Approved for use outside HVHZ: Yes Quality Assurance Contract Expira• Impact Resistant: Yes 12/31/2023 Design Pressure: +80.0/-80.0 Installation Instructions Other: Maximum Size 72" x 60", OX or XO With Standard Sill. FL14610 R6 II 08-02678B.p�f INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas, P.E. 6251, FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: EASTMAN INTERLAYERS Evaluation Reports FL14610 R6 AE 513453B.Rdf Created by Independent Third Party: 14610 2 Series."FWI 1000--v Aluminum Impact Series "FWI.1000"'Aluminum Impact F Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for`use in HVHZe Yes FL14610 R6 C CAC-NI010658.01-R ,Approved for use outside HVHZ:=Yes .",, Quality Assurance°Contract-Expira Impact;Resistant: Yes 02/28/2020 Design Pressure: +100.0/-120:0 Installation Instructions 'Other: Maximum Size Z4 1/8"x`63", OX or XO With High Rise= FL14610 Rf�I 08-02679A. Sill INTERLAYER COMPLIES WITH THEREQUIREMENTS OF THE Verified By: Luis R. Lomas;P .E 6251% FLORIDA BUILDING CODE ACCORDING TOMIAMI-DADE,FOR- -Created by-Independent Third Party: EASTMAN.INTERLAYERS EvaluationReports FL14610 R6 AE-513454A. Created Created by,Independent Third Party" 14610.3 Series "FWI 1000" Aluminum Impact Series "FWI 1000" Aluminum Impact F Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14610 R6 C CAC NI010658-R1-si Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 02/28/2020 Design Pressure: +100.0/-120.0 Installation Instructions Other: Maximum Size 120" x 63", XOX With High Rise Sill. FL14610 R6 11 08-02680A.p� INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas, P.E. 6251, FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: EASTMAN INTERLAYERS Evaluation Reports FL14610 R6 AE 513455A.p-d-f Created by Independent Third Party: 14610.4. , Series 3241 Vinyl Non-Impact Series 3241 Vinyl Non-Impact Horizon _._ . Horizontal Sliding Window. Ce Limits of Use n rtifica#ion Agency,Certificate Approved formie in'HVHZ:"'No"; FI 14610 R6 C CAC NI010634 01-R Approved for use outside HVHZ•Yes Quality Assurance Contract-"Expire` Impact Reg No 03%31/2021 sign Pressure: +50/-S0, Inatallation Instructions Dej ,Other: Maximum;"Size 71 1/2" x 59 1/2",_OX or XO FRAME, FL14610 R6 II 08 01214B.j _f r MATERIALTO BE RIGID,PVC,FROM D,ECEUNINCK NORTH,AMERICA ,Verified By: Luis..R. Lomas, i?.E 6251 AAAA CERTIFIED (DEP-1) Created by Independent Thu=d Partya Evaluation Reports FL14610. Rt' A6 5117936p.A�v i Created by Independent Third Party: 14610.5 Series 4241 Vinyl Impact Horizontal Series 4241 Vinyl Impact Horizontal S Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14610 R6 C CAC NI010634.02-R, Approved for use outside HVHZ:Yes FL14610 R6 C CAC NI010634-R2 g+ Impact:Resistant: Yes Quality Assurance Contract Expirar Design Pressure: +50/-50 03/31/2021 Other: Maximum Size 71 1/2" x 59 1/2", OX or X0. FRAME Installation Instructions MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA FL14610 R6 II 08-00937B.Pdf AAMA CERTIFIED (DEP-1) Verified By: Luis R. Lomas, P.E. 6251, Created by Independent Third Party: Evaluation Reports FL14610 R6 AE 511490B.p—df Created by Independent Third Party: r Contact Us :: 2601 Blair Stone Road, allh ssee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer,Q,ysigbt 2007-2013 State of Florida. :: Privacy Statement::Accessibi b_Sj i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,please cor Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the I If they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address,please provide the Department with an email address which can be made available to the PL licensee under Chapter 455,F.S.,please click here.. Product Approval Accepts: ;Credit Card, Safer. REWSIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/05/18 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4 ELCO CRETE—FLEX 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (QR GREATER). 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .052" THICK MINIMUM COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OX, XO. THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. 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—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME 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. SIGNED:01/05/2018 \Nlllf/! rDRAWN: Eastern �"AST \ R. oFaRrw cwnoAaen �VC'E(1JSERIES FWI 1000 ALUMINUM, IMPACT0j�6ZONTAL SLIDING WINDOW 74 1/6" X 63" - ""NOTES �7� TAT OFSHEEP NO. TABLE 0 CONTENTS DESCRIPTION Dwo wo. OB-02679 RA i��S,SQGN1 NOTES DATE 04/13/15 SHEET 1 OF 5 ////�NAi1�\\\\ 2 ELEVATION & GLAZING DETAIL LROSEI470LOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE Jai 27023 FL NO.: 62514 3 — 5 INSTALLATION DETAILS 434,639.0609 dbMS@ld0nas Can REVISIONS REV DESCRIPTION DATE APPROVED 74 1/8" MAX FRAME WIDTH A. REVISED PER NEW REQUIREMENTS 01/05/18 R.L. 4" MAX 12 MAX. 4" MAX O.C. -4"7MAX / 14" MAX / O.C. 1/2" 3/16" HS / .100" PVB BY EASTMAN 63" O 3/16" HS MAX EXTERIOR FRAME INTERIOR HEIGHT / WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI SIKAFLEX 552 FPVC 65 DUROMETER / SETTING BLOCK (30096) 11/16' SITE / 85 ALRO RUBBERR BY CENTRAL BB EXTRUSIONS -4" MAX SERIES FWI 1000 ALUMINUM HORIZONTAL SLIDING WINDOW GLAZING DETAIL EXTERIOR VIEW FRAME DESIGN PRESSURE RATING IMPACT RATING +100.01-120.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ SIGNED:01/05/2018 HII1111/ rHORl';Eastern ' ` \\��5 R L ouw:• FonrNrene.noamAaenJ �CNOTES: SERIES FWI 1000 ALUMINUM, IMPACT *• 0 5 1. SASH SIZE: 36 1/2" X 61" ONTAL SLIDING WINDOW 74 1/8" X 63" ±;o �= 2. MAXIMUM D.L.O.: 32 5/8" X 56" ELEVATION AND GLAZING DETAIL ��0 7AT OF •tv� 3. (2) 1 1/4" X 3/6" WEEPHOLES AT FRAME SILL 4 1/2" FROM EACH END. iG Vol (� DRAWN: DWG NO. REV ��lQR%OP•�\�\ 08-02679 V.L. HARDWARESCHEDULE LENTS DATE 04/13/15 �ilis�ONA j1E�\�`\ 2 OF 5 L.ROBERTOLOMAS P.E. Luis R. Lomas P.E. Lle�EMOUNTALUMNUMCAMLOCKATMEETINGRAIL,18•FROMTOM&BOTTOM 1422WOODFORDRDLEWISVILLE,NG27023 FL No.: 62514 B. 2)TANDEM BRASS WHEELS IN PLASTIC HOUSING AT VENT BOTTOM RAIL,1/4•FROM EACH END 434-668.0609 dlomas@fdomaspe.com REVISIONS 5/8" MIN. RE DESCRIPTION DATE -PROVED EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 01/05/18 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN, EMBEDMENT 1/4"' MAX. BACKER ROD SHIM SPACE & APPROVED 1 7/16" MIN. 1/4" MAX. SEALANT EMBEDMENT SHIM SPACE #14 WOOD SCREW INTERIOR 5/8" MIN. EDGE DISTANCE -r--— )El #14 WOOD EXTERIOR INTERIOR SCREW EXTERIOR WOOD FRAMING BACKER ROD OR 2X BUCK & APPROVED BY OTHERS SEALANT BACKER ROD #14 WOOD SCREW JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR 2X BUCKINSTALLA77ON SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/15" MIN. EMBEDMENT 5/8" MIN EDGE DISTANCE SIGNED:01/05/2018 e^°' "RCwre`"°'"`srS` \11111,1/// VERTICAL CROSS SECTION Eastern '�%+� ��s R• L 0�7�iG ,., 'rnR°°'°rwERs"aarw�°R ern ��J\ G E(V•�/9��i WOOD FRAMINGOR2XBUCKINSTALLATION """"""" `�•��,� `r$•� SERIES FWI 1000 ALUMINUM, IMPACT *• 0 61 HORIZONTAL SLIDING WINDOW 74 1/8" X 63" — INSTALLATION DETAILSO; STATE OF �\ NOTES: DRAWN: DWG NO. REV �/ ••10R%D"N'' 1.INTERIOR OR FINISHES,BY NOT HMETEORCLARIIND TSEALANTBYOTHTERS7OBE SCALE NTS DATE 04/13/15 OS—OEISHE639 OF 5 A f�NA1%\\\2. N. DESIGNED IN ACCORDANCE WITHASTM E2112 L.ROBERTOLOMAS P.E. 1432 WOODFORD RD LEWISVILLE NO 27023 Luis R. Lomas P.E. �y fU0ww@Itromasp9W FL No.: 62514 REVISIONS 5/8" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 01/05/18 R.L. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT r1/4- MAX. INTERIOR SHIM SPACE S14 SMS OR 5/8" ELF DRILLING EDGE DISTANCE SCREW -� #14 SMS 01 R SELF DRILLING SCREWS EXTERIOR INTERIOR METAL STRUCTURE EXTERIOR BY OTHERS BACKER ROD & APPROVED #14 SMS OR SEALANT : SELF DRILLING BACKER ROD SCREW JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:01/05/2018 EA7IEANARMTECTUMQf SAS 1111111/! ._••_ EasteIDNISM rn EA9TEWlMETALESYMY0 `��g,R•.2 i m mVAIMAR-W SERIES FWI 1000 ALUMINUM, IMPACT =* POF HORIZONTAL SLIDING WINDOW 741/8" X 63" `INSTALLATION DETAILS �0• S� 0 AT NOTES: DRAWN: DWG NO. REV 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �t`s:.�OR10P NOT SHOWN FOR CLARITY. SCALE DATE 08 50 2679 A ��/7jr�ONAl.1V, 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 04/13/15 4 OF 5 DESIGNED IN ACCORDANCE WITH ASTM E2112 LROBERTOLOMASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-668-0609 rLbmegVd6msWa.mm 2" MIN. REVISIONS EDGE DISTANCE REV DESCRIP110N DATE APPROVED CONCRETE/MASONRY A REVISED PER NEW REQUIREMENTS 01/05/18 R.L. BY OTHERS c 4 °. e ° ° 1 1/4" MIN. OPTIONAL 1X BUCK ° ° ° e. " EMBEDMENT SEE NOTES 3 — 7 ° SHEET 1 1 1/4" MIN. EMBEDMENT BACKER ROD CONCRETE/MASONRY & APPROVED 1/4" MAX. BY OTHERS 'v SEALANT SHIM SPACE a 1/4" MAX. OPTIONAL 1X BUCK SEE NOTES 3 — 7 v a SHIM SPACE SHEET 1 1/4" ELCO v CRETE—FLEX " •° TAPCON 1/4" ELCO CRETE—FLEX INTERIOR TAPCON c EXTERIOR INTERIOR v".a 2" . MIN. EDGE DISTANCE 7Sir 1/4" ELCO BACKER ROD CRETE—FLEX j e. & APPROVED TAPCON 1 BACKER ROD EXTERIOR SEALANT & APPROVED OPTIONAL 1X BUCK 1/4" MAX. SEALANT SEE NOTE 3 — 7 SHIM SPACE SHEET 1 JAMB INSTALLATION DETAIL —� CONCRETEWASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS ° ° a ° 1 1/4" MIN. �° EMBEDMENT SIGNED:01/05/2018 FHORr, �,F,w Arnvss�FasEastern �LWM 2" MIN.EDGE DISTANCE �...................... warwar&FIORM=13VERTICAL CROSS SECTION SERIES FWI 1000 ALUMINUM, IMPACT *� 0CONCRETEMASONRYINSTALLATION ONTAL SLIDING WINDOW 74 1/8" X 63" INSTALLATION DETAILS �0, TAT0. NOTES:1. DRAWN: DWC N0. REV %O�•��C�R\OP�:��\ 2.OTR/ME7ERIOR RORCLARIT SEALANT BY OTHERS 1019E V NTS �TE 04/13/15 OS 2659 OF 5 A /�/40NiAIL DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.F_ Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,IVC 27023 FL No.: 62514 43Q-6BBasos rLbmes�2lrtamaspe.com