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HomeMy WebLinkAboutAPPROVED FL 17162.1 2/1/2021 'Florida building Cade Online Business & Professional Regulation JI BCIS Home Log In user Registration Hot Topics SubmR Surcharge Stats&Facts Publications Contact Us SCtS Site Map finks Search dbprPro Approval r NSlR-Pub public User i..•. .,_.__ .. Application Detail FL # FL17162-RS Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the PRC and/or the Commission if necessary. Comments i, Archived Product Manufacturer Eastem Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4305 ifiesher@easternrnetal.com Authorized Signature lames Flesher jflesher@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@)easternmetal.com Quality Assurance Representative li Address/Phone/Email Category Windows Subcategory Fixed 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 F 17162 R5 Eogiv FL17_1§2 ASTM EQ,p�f https:/Avww.floridabuilding.orgiprlpr_app_dt-aspx?param=wGEVXQwtDgvCo3EapiliBUR°/o2bfT%2fkczkvhjTg7EJ6m9%2fzyTzTgO4naw°/o3d°/a3d 112 2/1/2021 'Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/24/2020 Date Validated 10/26/2020 Date Pending FBC Approval Date Approved 11/03/2020 Summary of Products [ACCORDING 1 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB Window with PVB interlayer interlayer. of Use Certification Agency Certificate ved for use in HVHZ:Yes FL17162 R5 C CAC NI012095-Rl.odf ved for use outside HVHZ:Yes FL17162 R5 C CAC NI012096-R1_odf ct Resistant:Yes Quality Assurance Contract Expiration pate n Pressure: +85.0/-90.0 05/31/2024 :Maximum sire of 120"x 48"at+70.0/ 70.0 Maximum Installation Instructions 48"x 54"at+85.0/-90.0 GLASS INTERLAYER COMPLIES FL17162 R5 If 08-0231QB .pa HE REQUIREMENTS OF THE FLORIDA BUILDING CODE Verified By: Luis R. Lomas,P.E.62514 TO MIAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party:Yes Evaluation Reports FL17162 R5 AE 513067C.pd Created by Independent Third Party:Yes 17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with$entryglas window with Sentryglas interlayer interlayer Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes fl-17162_R5 C CAC NI012094.01-Rl.pdf Approved for use outside HVHZ:Yes FL17162 R5 C CAC N1012094-R2.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +100.0/-100.0 05/31/2024 Other:Insulated Impact Glazing Type A: +95.0/-100.0 Impact Installation Instructions Only Glazing Type B: +100,0/-100.0 GLASS INTERLAYER FL17162 R5 II 08-02309B .gdf COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R. Lomas,P.E.62514 BUILDING CODE ACCORDING TO MIAMI-DAD£FOR KURARAY Created by Independent Third Party:Yes INTERLAYERS Evaluation Reports FL17162 A5 AE 513066C,Ddf Created by Independent Third Party: Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee Ft 32399 Phvne:850-467-1824 The State or Florida is an AA/EEO emp6oyer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accesubilly 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 pudic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditronal mail.If you have any questions,please contact 850,487,1395,*Pursuant to Section 4S5.275(3), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide me Department with an emaW address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to suppiy a personal address,please provide the Department with an emall address which can be made available to the public.To determine if you are a licensee under Chapter ASS,F,S.,please dick tom. Product Approval Accepts- © im—A F] Creech C wa l Safe https:f/www.flaridabuiiding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvCo3Eapi1113 JR%2bfT%2fkczkvhjTg7EJ0m9%2fZyTzTgO4naw%3d%3d 2'2 0 0-� A --J� z-- RCVPSI0NS REV DESCRIPTION DATE APPROOED A REVISED INSTALLATION DETAILS D6/22/15 RL B RVASEQ PER NEW REQUIREMENTS 01/10/18 R.L- NOTES: 15. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH LENGTH TO ACHIEVE A T 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS- 2- WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY I6. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 14' SMS OR SELF DRILLING SCREWS TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE WITH 5UFFICIENF LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR R WALL LOCATE ANCHORS AS 514OWN IN ELEVATIONS AND INSTALLATION DETAILS, 3- 1 X DUCK OVER VER ♦AASONRY/CONCRETE IS OPTIONAL.OF THE ARCHITECT OR ENGINEER OF RECORD 17. ALL FASTENERS TO BE CORROSION RESISTANT, 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18- INSTALLATION ANCHORS SHALL SE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS $HALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL- A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER), BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH ❑- METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 -048" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 6- WHERE 1 X BUCK 15 NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN THE ARCHITECT OR ENGINEER OF RECORD. IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE 5G 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 MOST BE GLAZED PER ASTM E1340-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1�_N(yJ REQL1REp FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING 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:0111&2018 Eastern `w�'EaWaricfl6R NN ACWiEy yayr =`~��.,,tc�,`R• �0///, Fp K1T�=rip, E r3�as,/ SERIES 3000 ALUMINUM FLANGE FRAME *• p 5 IMPACT FIXED WINDOW — HVHI — PVB — NOTES TABLE OF CONTENTS pR,rwN uwD NO Htv ��' e6116 4ORli N SHEET NO. DESCRIPTION �c D8 50231 0 B 1 NOTES NTS o4 c 07/24/14 1 OF 5 2 — 3 ELEVATION AND GLAZING DETAILS e ROBERiOLOM4&P.E. Luis R. Lomas P.E. 1432WO ptOWRDLEW5V7UE,,NC2702.1 FL No.: 62514 4 — 5 INSTALLATION DETAILS 434-aM0" �aspa 1o^ c APIL REVGONS 120" MAX FRAME WIDTH REV DESCRIPTION pUE MPRMI) 4" MAX A REVISED INSTALLATION DETAILS 06/22/15 R.L. 4" MAX B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 4" MAX 4" MAX 48' MAX FRAME WIDTH O. $" MAX fi" MAX C. 6" MAX fi" MAX 12- MAX Q.C. 6" MAX $" MAX T ' 6" MAX 12" MAX ' �._ MAX 46 T/2" MAX FRAME MAX 1 HEIGHT p,L,O_ 54" 52 1/2" ;' MAX FRAME MAX HEIGHT ❑L.0 6" MAX 10 1/2" _ L M Ax ❑C6" MAX MAX 6" MAX O.C. 4" MAx 4" MAX 4" MAX 4" MAX I 46 112 MAX 0.L.O. 1 T 7 1/2" D.L.O. - DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RA TWG - LARGE SERIES 3000 PW FIXED WINDOW +85.01-90,OPSF MWR E IMPACI t70.0PSF MISSILEIMPACT EXTERIOR VIEW MISSILE tEVE[A.WINO ZONE 4 AND MyHZ MISSILE LEVEL D,WIND ZONE 4 AND H VHZ SIGNED:OT/wois NO y Eastern `� w rAn wen. `,� tiRi i I OAr /,IZ�/ w.rr�s..exw =�•.�,pE N,p�, eft SERIES 3000 ALUMINUM FLANGE FRAME k• 0 5 #� IMPACT FIXED WINDOW - HVHI - PVB — �_ ELEVATIONS -���B QF DAAWN: owo N0. REV �iie -, . RIDS; J.L. 08-02310 B ' ipNAt1��1;�ti`� NTS "" 07/24/14 S"EETZ OF 5 L ROBERTOLOMASP.E. Lufs R. Lamps P.E. wl2 W"FORD AD LEM1S VUX,NC 27F23 FL No.: 67514 Jai 6w a" ��ryB.vP Igir RVAS70N5 1 1/32" ] 1/32" REV DUCMPTION (ATE APPROVED 3/16" ANN 3/16" HS 3/16' TEMP 3/16" HS A REVISED INSTALLATION DETAILS 06/22/15 R.L. 8 REVISED PER NEW REQUIREMfNi5 ❑1/10/18 R.L. D90 PVB BY KURARAY 090 PVB BY KURARAY WEDGE GASKET WEDGE GASKET 2541 BY MPI 3/16" HS 2541 BY MPII HS FPVC 65 DUROMETER 0URA5EAL FPVC 65 DUROMETERSEAL SEETING BLOCK {3009fi} SPACER SYSTEM ER SYSTEM BY OU&NEx SEETING BLOCK {3009fi} UANEX 85 ❑UROMETER STRUCTURAL SEALANT BS DUROMETERTRUCTURAL SEALANT BY CENTRAL RUBBER SIKAFLEX 552 BY CENTRAL RUBBERKAFLEX 552 EXTRUSIONS EXTRUSION$EXTERIORINTERIOR EXTERIORd11TERIOR 3/4" BITE 3/4" BIT GUONG DETAIL A GLAZING DETAIL A WWN USED OUTSIDE THE hVH£ WHEN USED IN THE HVHZ 7/1 6" 3/16" HS WEDGE GASKET .090 PVB BY KURARAY 2541 BY MPI 3/16" HS EPVC 65 DUROMETER SETTING $LOCK (30096) 85 DUROMETER STRUCTURAL BY CENTRAL RUBBER SEALANT EXTRUSIONS SIKAFLEX 552 EXTERIOR i 3/4" BITE INTERIOR GLAZING DETAIL B ^ SIGNED:oillel m t1II++r SERIES 3000 ALUMINUM FLANGE FRAME — AT 0 IMPACT FIXED ZING D — HVHZ — PV8 �GLAZING DETAILS AT 6F DRAWN pWfi NO kFV -I '��QR1bt.•• � "'A" OB-02310 B 'r�t�sS10)YALtS� u6���� NTS W1E 07/24/14 3 OF 5 t ROSERTOtOU4SP.E- Lufs R. Lomas P.E. 1432 w"FORD AOL EWSWU E.NC 270M FL No.: S25F4 Alt-6W J609 .ifo nsy�hlXr pe IgIlly 5/8' MIN. Rrwsx 5 EDGE DISTANCE 5/8" MIN REV DESCRIPTION IMIF APPROAD WOOD FRAMING METAL EDGE DISTANCE A REVISED INSTALLATION DETAILS 06/22/15 R.L. OR 2% BUCK 16" MIN. STRUCTURE 1 7 8 REVISED PER NEW REQUIREMENTS 01/10/18 R.i. BY OTHERS EAA$EDMENT BY OTHERS _ 1/4' MAX. SHIM SPACE APPROVEDA 1/4" MAX. APPROVED S1HIM SPACE 5/8' MIN- SEALANTlu SHIM SPACE SEALANT EDGE DISTANCE INTERIOR BEHIND FLANGE BEHIND FLANGE 14" SMS OR 14 WOOD SELF DRILLING 14" SMS OR SCREW SCREW SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR APPROVED SEALANT BEHIND FLANGE INTERIOR EXTERIOR INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTERIOR 1 7/15" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 5/8' MIN iJ EDGE DISTANCE 1NTERIOR 14 woo❑ 14" SMS OR #14 WOOD SELF DRILLING SCREW SCREW SCREW APPROVED APPROVED WOOD FRAMING EXTERIOR SEALANT 1/4" MAX SEALANT OR 2X BUCK BEHIND FLANGE BEHIND FLANGE 1/4' MAX- BY OTHERS APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING METAL OR 2X BUCK 1 7/16' MIN STRUCTURE WOOD FRAMINOOR2X BUCK INS TALLATION BY OTHERS EMBEDMENT BY OTHERS SIGNED:01/18/2018 5/8' MIN- 5/8" MIN- EDGE DISTANCE A Ea' ,tern ':•, .�`��s R11,LIo EDGE DISTANCE VERTICAL CROSS SECTION ._..M.... e_._..VMS VERTICAL CROSS SECTION METAL STRUCTURE 7NSTALRATI(7H SERIES 3000 ALUMINUM FLANGE FRAME *•OTATO: 5 WOOD FRAMIWORZY BUCK WSTALLATXW IMPACT FIXED WINDOW — HVHZ -- PVB — — FLANGE INSTALLATION DETAILS �13�y"• Z DRAWN GWG ND R[v J~�•'F40R10F NOTES: RAND EXTERO4 FINISHES,BY OTHERS, J.L. 08-02310 B '�f�ss/0HAL �`��, NOT SHOWN FOR CLARITY SULE NTS °I� p7/24/14 SMEET4 OF 5 /7►1II111111��� DESCIAlDWAC AND RDN CEWI SEALANT BYOT21112 8E LROBERTOLOMASRE. Luis R. Lomas P.E. IIESIGNED IIV ACCORDANCE WITH AS TM E21I2 r4m WOODFORD RD LELHSiRLLE INC27an 436,5511"DWS FL No.: 62514 2" MIN. REVrAOR$ EDGE DISTANCE f REV EESCRIP71ON DATE APPROVED CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/15 R.L. BY OTHERS '0 n • • R REVISED PER NEW REQUIREMENTS 01/10/18 R,L • 4, E ° 1 1/4" MIN. OPTIONAL 1x BUCx ' ' ' EMBEDMENT SEE NOTES 3-7 SHEET 1 1 tED MIN. EMBEDMENT CONCRETE/MASONRY 1/4" MAX BY OTHERS APPROVED SHIM SPACE ' SEALANT OPTIONAL IX BUCK 1/4" MAX. SEHIN❑ FLANGE SEE NOTES 3-7 SHEET 1 y a SHIM SPACE 1/4" 7APCON t/4" TAPC4N INTERIG+R V ' i q ti 2« EXTERAOR INTERIOR MIN. . EDGE DISTANCE a EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL 1/4" TAPCQN CONCRETE WASONRY;NSTALLATION APPROVED SEALANT NOTES: BEHIND FLANGE 1.INTEPIORAND EXTERIOR FINISHES,BY OTHERS, 1/4' MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1 X BUCK SHIM SPACE 2.PERIMETER AND JOINT SEALANT SY OTHERS TO BE SEE NOTES 3-7 SHEET 1 DESIQNEDIN ACCORDANCE WITH ASTME2112 SIGNED:4111812018 w*cln,MdYfeciuRK r.�W- �{{{IlIIJ CONCRETE/MASONRY _� Eastern .. \\��� �, BY OTHERSc;• fly,/r/ rav rKnc n snn. ' m 1 1/4" MIN. �_o. _ �._.. v,•v\G a+ •' n EMBEDMENT SERIES 3000 ALUMINUM FLANGE FRAME *• TIATin!F § # IMPACT FIXED WINDOW - HVHZ - FV6 ` FLANGE INSTALLATION DETAILS �13 eN! Z" MIN. p4AWN DWG NO RE• �iCQRvo �� "�' EDGE DISTANCE y E FA1E OS 0 E31 O B /"/S/01VAL'E�\��\ NTS 07/24/14 5 OF 5 1flIk VERTICAL CROSS SECTION L.ROBERTO LOWS P.E Luis R. Lomas P.E. CONCRETE MASONRY INSTAL cA T;ON F442 Nt7CDFORD RD bRWSV i-E,NC27023 FL No. 62514 494fift-eft r>ran Mbmarpe.mm