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Home My WebLink AboutProduct Approval (4) NOTICE OF PRODUCT CERTIFICATION a r� t CERTIFICATION NO: NI009023.01-R3 y DATE: 04/26/2011 , M CERTIFICATION PROGRAM: Structural INX COMPANY: Eastern CODE: 1783-1 REVISION DATE: 06/18/2015 To verify that the"Notice of Product Certification"is valid,please visi www.NAMICertification.com to assure that the product is active and currently listed.This certification represents prod act conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certific ition label must be applied to the product to claim certification 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 2000" Aluminum 10030 Bavaria Road Impact Rated Picture Window Ft.Myers,FL 33913 Configuration:O G1 g:Laminate-3/16"Heat Strengthened Gl s/0.100"Solutia/3/16"Heat Strengthened Glass Frame: W-3658mm(144") H-1219mm(48") DLO: W-3569mm(140.5") H-1134mm(44.63") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +90/-90 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3750-1 Expiration Date: February 28,2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memc rial Highway Hayes,VA 23072 Tel: (804)684-5124. Fax: (804)684-512 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/19/15 R.L. NOTES: 14. FOR 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. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I 17. ALL FASTENERS TO BE CORROSION RESISTANT. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 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 1/8" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY PROVIDED. SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 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. M-6063 T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. SIGNED:06/22/2015 AD FASiERNAN NRAL5YS1FAfl �Ir.iir AOM IOOF ■ Easterrxf ax�oo� ALsvvxv ..`NNNJ�S G � 'i iOamR,—Va FLOWA=13 V �el1 TABLE OF CONTENTS SERIES FWI 2000 ALUMINUM * 0`: 51 *= SHEEP N0. DESCRIPTION IMPACT PICTURE WINDOW 144" x 48" ` NOTES 1 NOTES ',GE OF y"ttr� DRAWN: DWG N0. REV �'�`F•jO.O.R10P�\�` 2 ELEVATIONS 3 4 INSTALLATION DETAILS SCALENTS DATE 07/24/14 08-02395SHEET 4 A ��i�ssr (It�il► ?6\`* REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/19/15 R.L. 144" MAX. FRAME WIDTH 5" MAX. 10 1/2" MAX. O.C. 5" MAX. 4 1/2" MAX. 48" 1T-- ,3" 44 1/4" FRAME MAX. MAX. HEIGHT O.C. D.L.O. 4 1/2" MAX. 140 1/4" MAX. D.L.O. SERIES FWI 2000 ALUMINUM IMPACT PICTURE WINDOW EXTERIOR VIEW 1/2" DESIGN PRESSURE RATING IMPACT RATING 3/16" HSt90PSF LARGE MISSILE IMPACT .100 SAFLEX MISSILE 3/16" HS BY EASTMAN SIKA 550 #10x1 FH SCREW LOCATED 4 1/2" FROM EACH CORNER SIGNED:06/22/2015 BACK BEDDING / AND 12" MAX. O.C. THEREAFTER AT HEAD AND SILL AND 5 1/2" FROM EACH Eastern Fwamw�rasmv�r �� ADNLSIOR CORNER AND 15" MAX. O.C. AT JAMBS 5/8" BITE FOA .RORmA]191YE1VSF9it�� ALUMINUM SERIES FWI 2000 ALUMINUM * ILI J GLAZING IMPACT PICTURE WINDOW 144" x 48" BEAD ELEVATION STAT. OF ".� . ? 4 y6; DRAWN: DWO NO. REV �0��•'c<Uei \ scaE NTS DATE 07/24/14 08 SO"EET250F 4 A i��*i/si NA{.�Ev REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/19/15- R.L. 5/8" MIN. 1/4" MAX. EDGE DISTANCE SHIM SPACE METAL WOOD FRAMING 1" MIN. STRUCTURE OR 2X BUCKEDGE DISTANCE BY OTHERS BY OTHERS 1 7/16" MIN. METAL INTERIOR EMBEDMENT STRUCTURE #14 SMS OR BY OTHERS SELF DRILLING SCREWS APPROVED 11U7 SEALANT 1/4 " MAX. BEHIND FLANGE SHIM SPACE APPROVED 1"SEALANT 1/4" MAX.BEHIND FLANGE SHIM SPACEEDGE D #14 WOOD #14 SMS OR SCREW SELF DRILLING EXTERIOR EXTERIOR INTERIOR SCREW APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION EXTERIOR INTERIOR BEHIND FLANGE #1a wooD SCREW 1 7/16" MIN. 1/4" MAX. #14 SMS OR EMBEDMENT SHIM SPACE APPROVED SELF DRILLING SEALANT 1/4" MAX. SCREW WOOD FRAMING BEHIND FLANGE SHIM SPACE APPROVED OR 2X BUCK SEALANT BY OTHERS INTERIOR JM7 lfll BEHIND FLANGE 1/4" MAX. WOOD FRAMING 4iSHIM SPACE #14 WOOD OR 2X BUCK 1 7/1 " MIN. SCREW BY OTHERSEMBEDMENT METAL STRUCTURE 5/8" MIN. 5/8" MIN. 1" MIN. EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION EXTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:06/22/2015 D�N� N Eastern oM ."�:o c .,F res" =12 SERIES FWI 2000 ALUMINUM �* 0,,g�(� NOTES: IMPACT PICTURE WINDOW 144" x 48" 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, INSTALLATION DETAILS NOT SHOWN FOR CLARITY W` 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV DESIGNED IN ACCORDANCE WITH ASTM E2112 J.L. NTS °ATE 07/24/14 08 s023950F 4 A ////ssl llfnlll G\~ - - ----- ----- REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/19/15 R.L. 2 1/2" MIN. CONCRETE/MEDGE DISTANCE ASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT . a.. d' °d aCONCRETEMASONRY ° OPTIONAL 1X BUCK � a °' a� 1 1/4" MIN. CONCRETE/ MASONRY NOTES 3-7 SHEET 1 ` ` ' :,°: °� EMBEDMENT BY OTHERS —� OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 —I 1/4" MAX. 'll SHIM SPACE APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 1/4" TAPCON °• INTERIOR 1/4" TAPCON iLi EXTERIOR INTERIOR 'v 2 1/2" 1/4" TAPCON MIN. EDGE APPROVED SEALANT DISTANCE BEHIND FLANGE APPROVED SEALANT OPTIONAL 1X BUCK 1/4" MAX. °•' BEHIND FLANGE SEE NOTES 3-7 SHEET 1 SHIM SPACE EXTERIOR ALLATION DETAIL CONCRETE/MASONRYCONCRETEIMASONRYINSTALLATION BY OTHERS d ° 'd 21 1 1/4" MIN. °e EMBEDMENT d NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 2 1/2" MIN. NOT SHOWN FOR CLARITY. EDGE DISTANCE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRNASTM E2112 VERTICAL CROSS SECTION SIGNED:06/22/2015 CONCRETE/MASONRY INSTALLATION EA4IERN NICNtfECN1UL 6YSf EM4 ��►� ANELoc a ��\\111111!!/��. Easterr�° E/3TEHNNEfAIbYPRT �Ai.saVVM we"w�i,�a V we.FORT /EII$RORIUA.0 SEN M E00-192-Il01 Q SERIES FWI 2000 ALUMINUM * p ', 6�l IMPACT PICTURE WINDOW 144" x 48" INSTALLATION DETAILS TATE OF tV DRAWN: DWG N0. REV %O�•�;°Cp R OS SCALE NTS DATE 07/24/14 S"0-45 A 0F 4 /,//�sslo►l.IAl11� G,~