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Home My WebLink About0025 Bergeron Window permit revision form OFFICE USE ONLY: DATE FILED: _____________________________ PERMIT # _______________________________ REVISION FEE: ___________________________ RECEIPT # ______________________________ ______________________________________________________________________________________________ PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: ___________________________________________________________________________________ ___________________________________________________________________________________ DETAILED DESCRIPTION OF PROJECT REVISIONS: ___________________________________________________________________________________ ___________________________________________________________________________________ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ______________________ ST. LUCIE CO CERT. #: ____________ BUSINESS NAME: _________________________________________________________________ QUALIFIERS NAME: ________________________________________________________________ ADDRESS: _______________________________________________________________________ CITY: _______________________ STATE: _______________ ZIP: _______________________ PHONE (DAYTIME): ________________________ FAX: _____________________________ OWNER/BUILDER INFORMATION: NAME: ____________________________________________________________________________ ADDRESS:__________________________________________________________________________ CITY: _____________________________ STATE: __________ ZIP: __________________ PHONE (DAYTIME: ___________________________ FAX: _____________________________ ARCHITECT/ENGINEER INFORMATION: NAME: ____________________________________________________________________________ ADDRESS: _________________________________________________________________________ CITY: _____________________________ STATE: ____________ ZIP: ___________________ PHONE (DAYTIME): ___________________________ FAX: ____________________________ SLCCC: 9/23/09 Revised 06/30/17 CERTIFICATION NO: NI010606-R3 DATE: 05/09/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 02/11/2020 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 “1531/2551" 10030 Bavaria Road Vinyl Double Hung Window Ft. Myers, FL 33913 w/Nailing Fin Configuration: X/X Glazing: Insulating Glass (Annealed) Frame: W-1210mm(47.5") H-1820mm(71.5") Sash: W-1130mm(44.38") H-900mm(35.63") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 H-R50 1210 x 1820 (48 x 72) Product Tested By: Architectural Testing, Inc. Report No: 71347.05-501-47 Expiration Date:February 28, 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: NI010628-R2 DATE: 05/13/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 02/11/2020 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 “2551" Impact Rated 10030 Bavaria Road Vinyl Double Hung Window Ft. Myers, FL 33913 w/Nailing Fin 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-6 Expiration Date:June 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.: 510955A 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: Series 2551 Vinyl Fin Frame Double Hung Window - LMI 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 Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00566 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.: CTLA 2062W-6 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 71347.05-501-47 signed by Michael L. Mackereth. Architectural Testing, York, PA. AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: ±50.0psf Water penetration resistance 7.5psf 4. Anchor calculations, report number 510955A, 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 E1300 Refer to approval documents for 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.  Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-00566 Revision B. Certification of Independence: Please note that I don’t have nor will acquire a financial interest in any company manufacturing 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 entity involved in the approval process of the listed product(s). 72" MAX FRAME HEIGHT 6" MAX 6" MAX 6" MAX 24" MAX O.C. . . . DESIGN PRESSURE RATING +50.OPSF NOTES: 1. MAXIMUM SASH SIZE: 44 3/8" x 35 3/8 2. MAXIMIUM D.L.0.: 41 3/4" X 32 1/4" 1 . 48" MAX FRAME WIDTH 16" MAX O.C. 0 . 2551 DOUBLE HUNG WINDOW X . . . . EXTERIOR VIEW IMPACT RATING LARGE AND SMALL MISSILE IMPACT 2 6" MAX SHEET NO. TABLE OF CONTENTS ELEVATION AND NOTES INSTALLATION DETAILS DESCRIPTION REV B A DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE REVISED INSTALLATION DETAILS DATE 03/03/09 06/18/15 R.L. R.L. APPROVED NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDINIG CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANISFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 4. SHIM AS NEEDED WITH LOAD BEARING SHIMS. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 5. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 6. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. FRAME MATERIAL: EXTRUDED RIGID PVC. 8. UNITS MUST BE GLAZED PER ASTM El 300-04, SEE SHEET 3 FOR GLASS OPTIONS. 9. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN Wll\ID BORNE DEBRIS REGIONS. 10. FOR ANCHORNG INTO WOOD FRAMINIG OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN INI ELEVATIONS AND INSTALLATION DETAILS. 11. ALL FASTENERS TO BE CORROSION RESISTANT. 12. 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=O.42 13.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. --0.3 Eastern 9 ALUMINUM AND VINYL DRAWN: A.M. SCALE NTS EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY 16341 DOMESTIC AVE FORT MYERS, FL 33912 800-432-2204 2551 DOUBLE HUNG 48" X 72" ELEVATION AND NOTES DWG NO. DATE 06/06/12 08-00566 SHEET 1 OF 2 REV B SIGNED: 06/18/2015 . 4.. SZ * 0 010.,625y , * S A- - *. STATE OF :85 Op.:LO R\01 :.... .. . APPROVED SEALANT BEHI IND FIN #8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR APPROVED SEALANT BEHIND FIN 7/16" MIN __f T EDGE DISTANCE #8 WOOD SCREW 1/- 1 1/4" MIN. EMBEDMENT INTERIOR 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. E SHIM SPACE 1/4" MAX E SHIMI SPACE WOOD FRAMING BY OTHERS WOOD FRAMING BY OTHERS #8 WOOD SCREW 1 1/4" MINI. EMBEDMENT APPROVED -- SEALANT BEHI IND FIN 7/16" MIN _ EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR REV 0 0 -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 A DESCRIPTION REVISIONS MANUFACTURER'S NAME CHANGE REVISED INSTALLATION DETAILS --0.3 Eastern ria V' ALUMINUM AND VINYL #N 3 OVVS AND 0 C.3 0 - S DRAWN: A.M. SCALE NTS B 1/8" ANN - -- 1 DATE 03/03/09 06/18/15 R.L. R.L. 1/8" ANN 090" PVB BY EASTIVIAN 1/8" ANN GLAZING DETAILS EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY 16341 DOMESTIC AVE FORT MYERS, FL 33912 800-432-2204 2551 DOUBLE HUNG 48" X 72" INSTALLATION DETAILS DWG NO. DATE 06/06/12 08-00566 SHEET 2 OF 2 REV B APPROVED SIGNED: 06/18/2015 f<2·so E N *6% S *•10«625 . *2 A- - *. STATE OF :85 .%>.:?OR\Ot:2'ff....-L**RO/WAIDWf?E.Fl(/41 8·fl I tj\*8 4 CERTIFICATION NO: NI011134-R1 DATE: 06/08/2012 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 02/09/2016 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 “623" Vinyl Fin Frame 16341 Domestic Avenue Impact Sliding Glass Door Fort Myers, FL 33912 Configuration: OXO Glazing: IG-1/8" Tempered Glass/Laminate-1/8" Annealed Glass/0.090" Interlayer (Eastman PVB)/1/8" Annealed Glass or 5/32" Tempered Glass/Laminate- 5/32" Annealed Glass/0.090" Interlayer (Eastman PVB)/ 5/32" Annealed Glass Frame: W-3658mm(144") H-2438mm(96") Panel: W-1232mm(48.5") H-2369mm(93.25") DLO: W-1029mm(40.5") H-2165mm(85.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05/E1996-05 SD-C50 3658 x 2438 (144 x 96) Design Pressure: +50/-50 psf Wind Zone 4-Missile Level D Qualifies Configurations: O/X/OX/XO/OXO Product Tested By: Certified Testing Laboratories Report No: CTLA 2050W/CTLA 2050W-1/ESP009160P-1/ESP009160P-2 Expiration Date:May 31, 2021 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.: 512351B 434-688-0609 rllomas@lrlomaspe.com 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 10/22/2020 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Product Line: Series 623 Vinyl Sliding Glass Door, OXO 144” X 96” Impact 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 08-01671 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ESP009160P-2 signed and sealed by Ramesh Patel P.E. Element Materials Technology, Wausau, WI AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: ±50.0psf Water penetration resistance 7.5psf 3. Report No.: ESP009160P-1 signed and sealed by Ramesh Patel P.E. Element Materials Technology, Wausau, WI ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 Cyclic Load Test, ±50.0psf design pressure 4. Anchor calculations, report number 512351-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use:  Maximum design pressure: ±50.0psf  Maximum unit size: 144” x 96”  Units must be glazed per ASTM E 1300 according to glazing details in approval drawing.  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.  Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer’s installation instructions and approval document 08 -01671 Revision B. Certification of Independence: Please note that I don’t have nor will acquire a financial interest in any company manufacturing 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).