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Home My WebLink AboutAPPROVED DH Window 14593.4 Non-HVHZCERTIFICATION NO: NI010606.01-R3 DATE: 05/09/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 03/03/2020 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 conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification 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 “1541/2561" 16341 Domestic Avenue Vinyl Double Hung Window Ft. Myers, FL 33912 w/Flange Configuration: X/X Glazing: Insulating Glass (Annealed) Frame: W-1206mm(47.5") H-1816mm(71.5") Sash: W-1127mm(44.38") H-908mm(35.75") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 H-R50 1206 x 1816 (48 x 72 Product Tested By: Architectural Testing, Inc. Report No: 77631.06-501-47 Expiration Date:October 31, 2024 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 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI010629-R2 DATE: 05/13/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 03/03/2020 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 conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification 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 “2561" Impact Rated 16341 Domestic Avenue Vinyl Double Hung Window Ft. Myers, FL 33912 w/Flange Configuration: X/X Glazing: IG-1/8" Annealed Glass/ Laminate-1/8" Annealed Glass/0.090" PVB by Solutia/ 1/8" Annealed Glass Frame: W-1219mm(48") H-1829mm(72") Sash: W-1130mm(44.5") H-914mm(36") SPECIFICATION PRODUCT RATING ASTM E1886-02/E1996-02 Design Pressure: +50/-50 psf Wind Zone 4-Missile Level D Product Tested By: Certified Testing Laboratories. Report No: CTLA-2062W-7 Expiration Date:September 30, 2024 \ 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 NOTICE OF PRODUCT CERTIFICATION L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27023 Report No.: 511005B 434-688-0609 rllomas@lrlomaspe.com 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 10/19/2020 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Product Line: 2561 Double Hung Window 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 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00620 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.: CTLA-2062W -7 signed and sealed by Ramesh Patel, P.E. Certified Testing Laboratories, Orlando, FL. ASTM E1886/ E1996 Large Missile Impact Test, Level D, Wind Zone 4 Cyclic Load Test, ±50.0 psf design pressure 3. Test Report No.: ATI 77631.06-501-47 signed by Lynn George Architectural Testing, Springdale, PA. AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: ±50.16psf Water penetration resistance 7.52psf 4. Anchor calculations, report number 511005-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use:  Maximum design pressure: ±50.0psf  Maximum unit size: 48" x 72”  Units must be glazed per ASTM E 1300 see installation instructions for glass details.  This product is not rated to be used in the HVHZ.  This product is impact resistant and does not require impact protection in wind borne debris regions.  PVC profiles certified by AAMA Deceunick North America DEP-1 and VBP-2 Installation: Units must be installed in accordance with approval document, 08-00620 Revision B. Certification of Independence: Please note that I don’t have nor will acquire a financial interest in any company manufacturi ng 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 entit y involved in the approval process of the listed product(s). NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNIED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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. 1 X 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 THICKINESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, COI\ICRETE 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 1 X 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. 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 RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM El 300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13. APPROVED 48" X 72" PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SHEET NO. 2 3-4 NOTES ELEVATION TABLE OF CONTENTS INSTALLATION DETAILS DESCRIPTION REV A DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE DATE 15. FOR ANCHORING 11\ITO MASOINRY/CONCRETE USE 3/16" TAPCOI\IS WITH SUFFICIEI\IT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMEI\IT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTAI\ICE. LOCATE AINCHORS AS SHOWN IN ELEVATIOI\IS AND INSTALLATION DETAILS. 16. ALL FASTENERS TO BE CORROSION RESISTANT. 17. 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). 18. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD-ON FLANGE. DRAWN: A.M. B REVISED IINSTALLATION DETAILS 2561 DOUBLE HUNG - LMI 48" X 72" NOTES DWG NO.REV B 03/04/09 06/19/15 EASTERN ARCHITECTURAL SYSTEMS8 Eastern EASTERN METAL SYPPLY A DIVISION OF | R REOADA 33912 4 1..'•A.:. W'ND...I-AN'. 000-es 800-432-2204 SCALE NTS DATE 7/29/08 08-00620 SHEET 1 OF 4 R.L. R.L. APPROVED SIGNED: 06/22/2015 *>24"8.1, 11./»b f<·<>0 ENS'·lpt. e.. S=*. //K'OV-6251' :*23-0 Z+UeO<**,ZB,- E sM * STATE OF '2: ..<Gyr-=-4 ' S 0 R \01: •-*<- 40/1111\\\\\\ 72" MAX FRAME HEIGHT 6" MAX 6" MAX 8 1/2" MAX O.C. 6" MAX 1 48" MAX FRAME WIDTH 17 1/2" MAX O.C. 0 1 6" MAX 1541/2561 VINYL DOUBLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING +50.OPSF NOTES: 1. MAXIMUM SASH SIZE: 44 3/8" X 35 3/4 2. MAXIMUM D.L.0.: 43 50" X 34 1/4" X IMPACT RATING LARGE MISSILE IMPACT 1/8" ANN. 1/8 " ANIN. .090" PVB BY EASTMAN -- 1/8" ANN. SETTING BLOCK 0 % 9»% INTERIOR ING DETAIL EXTERIOR 1/2" BITE GLAZ REV A B DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE REVISED IINSTALLATION DETAILS EASTERN ARCHITECTURAL SYSTEMS'ir1 Eastern EASTERN METAL SYPPLY A DIVISION OF 16341 DOMESTIC AVE FORT MYERS, FLORIDA 33912#-=0*-AN'. 000-es 800-432-2204 DRAWN: A.M. SCALE NTS 2561 DOUBLE HUNG - LMI 48" X 72" ELEVATION DWG NO. DATE 7/29/08 08-00620 SHEET 2 OF 4 REV B DATE 03/04/09 06/19/15 R.L. R.L. APPROVED SIGNED: 06/22/2015 ="8.1. 11./*b f<·<>0 ENS'·lpt. e.. S=*. //K'OV-6251' :*23-0 Z+UeO<**,ZB,- E sM * STATE OF '2: ..<Gyr-=-4 ' S 0 R \01: •-*<- 40/1111\\\\\\ WOOD FRAMING ZZ OR 2X BUCK -- BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS . 3 *]1] 43¢0]1 21·9-=66 i 3-11»In»=6 7/16" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. __ SHIM SPACE #8 WOOD SCREW INTERIOR BILL TO BE SET IN A BED OF APPROVED SEALANT - 8/ 1/4" MAX. :1 An - SHIM SPACE->) 1 LAI (U» VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT 7/16" MI N. EDGE DISTANCE #8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS HACKER ROD & APPROVED SEALANT f 1/4" MAX. SHIM SPACE 011 _11111IL , /11-N »- REV DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE REVISED INSTALLATION DETAILS INTERIOR [) 111* [%it 025-L EXTERIOR JAMB INSTALLATION DETAIL 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 DRAWN: A.M. A EASTERN ARCHITECTURAL SYSTEMS'irJEastern EASTERN METAL SYPPLY A DIVISION OF 115<|-uu:Nu=M=7DVJRNY-: 1FRMEOADA 33912 800-432-2204 SCALE NTS B 2561 DOUBLE HUNG - LMI 48" X 72" INSTALLATION DETAILS DWG NO. DATE 7/29/08 08-00620 SHEET 3 OF 4 REV B DATE 03/04/09 06/19/15 R.L. R.L. APPROVED SIGNED: 06/22/2015 f<2·so E N *6% .S* 0.,625pr · *2 0.1>* .AOR\0 1*.9/0 ...•-G.:'3/-696NAL E\>.//0/1111\\\\\\ .. CONCRETE/MIASONRY -- BY OTHERS 2 1/2" MIN. EDGE DISTANCE OPTIONAL 1 X BUCK --4 . SEE NOTES 3-7 SHEET 1 -----2 ----4 MI- BACKER ROD 9-ziu -< & APPROVED SEALANT ---2» BACKER ROD & APPROVED SEALANT EXTERIOR L B-4 14 .4- 4 A <1/ <lz . 4 -5-4 4<1 4 5. LJ 4 6 1 F CSS. L 4 <J 1/4" MAX. SHIM SPACE 3/16" TAPCON OPTIONAL 1 X BUCK - SEE NOTE 3-7 01- 1 t---f lili SHEET 1 CONCRETE/MIASONRY -- BY OTHERS \\-91 4 4 . 6 1 4 A 6 < 4 . INTERIOR 1-- 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION __t 1 1/4" MIN. EMBEDMENT SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 3/16" TAPCON 2 1/2 MIN. EDGE DISTANCE rl . Fl 9 9 . REV A B DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE REVISED INSTALLATION DETAILS 1/4" MAX. SHIM SPACE INTERIOR k * n 15 131. L 1% -4,1- - - EXTER/OR HACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 'ir1 Eastern V' ALUMINUM AND VINYL 4 10•ACT W*=0*. ANT) 000-. DRAWN: A.M. SCALE NTS EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY 16341 DOMESTIC AVE FORT MYERS, FLORIDA 33912 800-432-2204 2561 DOUBLE HUNG - LMI 48" X 72" INSTALLATION DETAILS DWG NO. DATE 7/29/08 08-00620 SHEET 4 OF 4 REV B DATE 03/04/09 06/19/15 R.L. R.L. APPROVED SIGNED: 06/22/2015 ·#12 ·<>% E Nd;% . :*21S*.--..- 0.1>* .AOR\0 1*.9/0 ...•-G.:'3/-696NAL E\>.//0/1111\\\\\\