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HomeMy WebLinkAboutAPPROVED Permit Revision Form - 12487 AndersonOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 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: 2302 N. 45th St Ft. Pierce, FL 34946 DETAILED DESCRIPTION OF PROJECT REVISIONS: Due to backlogs at the manufacturer, we need to revise the windows we're using - changing NOA's only. No change in SOW or valuation CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC-1526178 BUSINESS NAME: PATRIOT RESPONSE GROUP QUALIFIERS NAME: JAMES FOSTER ADDRESS: 2770 INDIAN RIVER BLVD, SUITE 501 CITY: VERO BEACH STATE: FL PHONE (DAYTIME): 772-559-1119 OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: �� ZIP: 32960 NAME: Daphne Anderson ADDRESS:2,,0P N 45th St CITY: Ft. Pierce STATE: FL ZIP: 34946 PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: FAX: ZIP: Main Level Overhead Sketch State of Florida Department of Economic Opportunity Rebuild Florida Program Permit / HR 1463 012487 Daphne Anderson 2302 N. 45th St Ft. Pierce, FL 34946 (1) Exterior (3) (4) Door 36 x 82 21' 6" 145�" 13' 6"� FL 22513.2 (2) Single Hung 1 1 1' " Laundry11Room Window 2 @ 36 3/8 X 49 1/2 M N FL16412.1 +/-60psf Storage Area/Room - (6) Mullion 1 1/4 x 48 1/4 FL 21648.3 (2) ° Living Room (3) Single Hung � - Window 2 @ 36 3/8 X 49 1/2~ o, Dining Room t FL16412.1 +/-60 psf = (7) Mullion 1 1/ x 48 1/4 (8) FL 21648.3 7" 11' 3" 81, 8' 5" (4) Single Hung �91 9" 8' 3" 14' 3" Window 2 @ 36 3/8 X 49 1/2 (1) (11) Single Hung FL 16412.1 +/- 60psf Window 2 @ 36 7/8 X 50 1/4 Mullion 1 1/4x481/4 FL 16412.1 +/- 60 psf FL 21648.3 (5) Single Hung Bedroom2 - Kitchen N N(g) Mullion 1 1/4 x 49 FL 21648.3 Window 36 x 49 1/2 (13) (12) Single Hung FL 16412.1 + / -60psf Window 52 x 50 (6) Single Hung FL16412.1 +/-60 psf Window 36 1/2 x 37 1/2 —6' 4" 111 (13) Single Hung FL 16412.1+ / -60 psf 6 2 Window 52 x 50 (7) Exterior - � Hallwa}l-I 1 � get FL16412.1+/-60 sf p Door 36 x 82 - M FL 22513.2 (12)- { (8) Exterior _ ° Bedrooml H 1 Cl� e Door 36 x 82 FL 22513.2 - athrooi� �(10) (9) Single Hung los9 Window 36 5/8 x 38 4 9 FL 16412.1+/-60psf �14'9" 3'4"5'5 (10) Single Hung (11) LIV Window36 3/4 x 38 FL16412.1 +/-60psf Main Level 012487_ANDERSON_ESX 2/19/2020 Page:94 1/27/2021 Florida Building Code Online Professional 1 , / BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Links Search bpr,-a a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16412-R5 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James 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 Address/Phone/Email Category Windows Subcategory Single Hung 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 2008 ASTM E 1886 2012 ASTM E 1996 2012 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16412 R5 Equiv FL16412 ASTM EQ,pdf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdoCfZ6fnCgQGqS7C7fBqRWew%3d%3d 1/2 1/27/2021 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 FL # Model, Number or Name Description 16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL16412 R5 C CAC NI012195-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2024 Design Pressure: N/A Installation Instructions Other: Design Pressures are as follows: Fin Window FL16412 R5 II 08-02538B .pdf +70.0/-85.Opsf, Flange Window+70.0/-85.Opsf. Maximum Size: Verified By: Louis R. Lomas, P.E. 62514 54" x 77". Frame Material to be Rigid PVC From Deceuninck Created by Independent Third Party: Yes North America AAMA Certified (DEP-1). GLASS INTERLAYER Evaluation Reports COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA FL16412 R5 AE 513311C.pdf BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Created by Independent Third Party: Yes INTERLAYERS 16412.2 Series HD2451/Series HD2461 Single Series HD2451/Series HD2461 Vinyl Impact Single Hung Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16412 R5 C CAC NIO11536-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2024 Design Pressure: +65.0/-65.0 Installation Instructions Other: Maximum Size: 44" x 84", Nailing Fin or Flange Frame. FL16412 R5 II 08-01933A.pdf Frame Material to be Rigid PVC From Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514 AAMA Certified (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL16412 R5 AE 512641B.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ci ® &hec Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdoCfZ6fnCgQGqS7C7fBqRWew%3d%3d 2/2 NOTICE OF PRODUCT CERTIFICATION Eo CERrifiioq, f, A� 4f� .y � ®rx N 1 [7 AIENYI� F �F7ED P CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012195-R1 11/20/2014 Structural Eastern 1783-1 04/29/2018 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 "176.043" 16341 Domestic Avenue Vinyl Single Hung Window Ft. Myers, FL 33912 w/Fin or Flange Frame Configuration: O/X Glazing: IG-Ext-3/16" Annealed Glass/Laminate-1/8" Annealed Glass/0.090" SGP Interlayer by DuPont/l/8"Annealed Glass Frame: W-1372mm(54") H-1956mm(77") Panel: W-1334mm(50.37") H-940mm(37.75") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: f3351 Pa (70 psf) AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG701372 x 1956 (54 x 77)-H AAMA/WDMA/CSA 101/I.S.2/A440-08 H-LC70 1372 x 1956 (54 x 77) AAMA/WDMA/CSA 101/I.S.2/A440-05 Positive Design Pressure: 3351 Pa (70 psf) ASTM E1886-05/E1996-09 Negative Design Pressure: 4069 Pa (85 psf) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure: 502 Pa(10.50 psi) Product Tested By: Report No: Expiration Date: Certified Testing Laboratories, Inc. CTLA-3005 WA/CTLA-3005 WD 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 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688 0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Product Line: Series 176 SH Vinyl Single Hung Window Engineering Evaluation Report Report No.: 513311 C 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 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02538 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CTLA 3005WA signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: +70.0/-85.Opsf Water penetration resistance 10.5psf ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 Cyclic Load Test, +70.0/-85.Opsf design pressure 3. Test report No.: CTLA 3005WD signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL TAS 202 Design pressure: +70.0/-85.Opsf Water penetration resistance 10.5psf TAS 201/TAS203 Large Missile Impact, Level D, Wind Zone 4 Cyclic Load Test, +70.0/-85.Opsf design pressure 4. Anchor calculations, report number 513311-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0/-85.Opsf • Maximum unit size: 54" X 77" • Units must be glazed per ASTM El300 according to glazing details in approval drawing. • This product is 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 extruded vinyl. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08--02538 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 N •'''• q� Zz *• 0 51� ATE OF • �; O T OR VDto' s�ONAL 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 10/22/2020 REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1 B 1 REVISED GLAZING DETAILS 101/08/18 1 R.L. NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" 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 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'' MINIMUM 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 11/2" WINDOW UNITS MUST BE 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. ALL FASTENERS TO BE CORROSION RESISTANT. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. 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 1 X 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, 33K& OR ALUMINUM 6063—T5 .048" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO 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 /1 6" 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 Cd1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 0111812018 OF EasternEASTERN ARCHITECTURAL SYSTEMS �• EASTERNIVISION METAL SYPPLY ALLlM1HlJM E. r�o vHrL 10030 BAVARIA ROAD . •i Af • 9 FORT MYERS, FLORIDA.1113 = • •� 1r • (p 800-432-2204 • y �% SERIES 176 SH VINYL SINGLE HUNG WINDOW *■ p $q ♦• * �_ IMPACT 54" X 77" � NOTES 0 w TAT QF �� TABLE OF CONTENTS fig• DRAWN: DWG No. REV �¢`.L�RMot SHEET NO. DESCRIPTION N.G.ADATE 08 O538 B ��/"S�nNAL}Ea��� 1 NOTES NTS 1 1 /17/1 4 E 1 OF 7 2 — 3 ELEVATIONS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 F L No.: 62514 4 — 7 1 INSTALLATION DETAILS 1 434-688-0609 rllomaspIrlomaspe.com FF HE 6" MAX SERIES 176 SH VINYL SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 54" X 77" UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 28.87 FT2 HARDWARE SCHEDULE (4) ASHLAND DUAL KEEPERS (13999) AT KEEPER RAIL 8" FROM EACH JAMB (4) ASHLAND DUAL LOCKS (D2100AL/R) AT KEEPER RAIL 8" FROM EACH JAMB (2) CALDWELL COIL BALANCE SYSTEM (880) ONE AT EACH JAMB (2) CALDWELL TILT LATCH (20F00041) 1 1/2" FROM EACH SASH TOP RAIL CORNER (2) CALDWELL PIVOT BAR (16Y513) ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL REV DESCRIPTION 9 1 REVISED GLAZING DETAILS NOTES: 1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4". 2. MAXIMUM D.L.O.: 49 1 /8" X 34 3/4". 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. 4. (2) 1 1 /2" X 1 /4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. 5. (2) 1 /2" X 1 /8" WEEP SLOT AT SILL BEHIND GLAZING LEG. 3/16" ANN. EXTERIOR GLAZING BEAD 1" 1 /8" ANN. 090" SENTRY GLAS BY KURARAY 1 /8" ANN. INTERIOR 1 /2" BITE �LJ II rl I III 0 GLAZING DETAIL DURASEAL SPACER SYSTEM BY QUANEX STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS WHEN USED OUTSIDE THE HVHZ 3/16" TEMP EXTERIOR GLAZING BEAD REVISIONS DATE APPROVED 01/08/18 R.L. 1" 1 /8" ANN. 090" SENTRY GLAS BY KURARAY 1 /8" ANN. INTERIOR 1 /2" BITE ��-� I I rl I III GLAZING DETAIL WHEN USED IN THE HVHZ DURASEAL SPACER SYSTEM BY QUANEX STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS �. EASTERN ARA DIVISION RAL SYSTEMS E����n OF EASTERN METAL SYPPLY A LLl M 1 H lJ M E. r� o v� HrL 10030 BAVARIA ROAD FORT MYERS, FLORIDA 33913 800-432-2204 SERIES 176 SH VINYL SINGLE HUNG WINDOW IMPACT 54" X 77" ELEVATION DRAWN: DWG NO. N.G. 08-02538 SCALE NTS DATE 1 1 /17/1 4 SHEET 2 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasplrlomaspe.com SIGNED: 0111812018 \ will I?//// \\� 5 R . L p c, o , TAT OF , iu Z' 4r REV :�'fi�.s �L0RID�:��`�= e Luis R. Lomas P.E. FL No.: 62514 REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT FYTFR1nR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /?" MIN. DISTANCE I REV I DESCRIPTION I DATE I APPROVED B I REVISED GLAZING DETAILS I 01/08/18 1 R.L. MIN. vIENT I AX. 1 1 /4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE AGE INTERIOR IN. 0=F—1 DID SCREW EDGE o00 DISTANCE #10 WOOD �o SCREW ( —I��L' i INTERIOR ILL TO BE SET I A BED OF PPROVED SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 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 Ag� EaSler EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EASTERN METAL SYPPLY A LLl M I H lJ M E. r� o V l IV Y L 10030 BAVARIA ROAD FORT MYERS, FLORIDA 33913 22 SERIES 176 SH VINYL SINGLEHUNGWINDOW IMPACT 54" X 77" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02538 SCALE NTS DATE 1 1 /1 7/1 4 SHEET 4 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomaspa Irlomaspe.com SIGNED: 0111812018 o lil0 1111 R .• L v••�\G0 - Lp *' 01 , TAT OF �Lr � IRE%fiSLpR1D� a. dG�`f�� S�ONAL E�1',tti Luis R. Lomas P.E. FL No.: 62514 REVISIONS METAL STRUCTURE BY OTHERS APPROVED SEALANT ayTrZ,0Ir)0 BACKER ROD & APPROVED SEALANT M ETA STRUCTUR BY OTHER VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4" MIN FnrF f11CTANIrF 1 /4" MAX. SHIM SPACE SMS OR DRILLING v IAIT,r7L71r)D TO BE SET BED OF 'ROVED SEALANT 4 3/4" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS M ETA L STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1 /4" MAX. SHIM SPACE D]=-C CYTc,olno JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REV DESCRIPTION DATE APPROVED B REVISED GLA7ING DETAILS 01/08/18 R.L. 1 /4" MAX. NOTES: SHIM SPACE 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 �. EASTERN ARCHITECTURAL DIVISION SYSTEMS OF E8ster►� EASTERN METAL SYPPLY A LLl M 1 H lJ M E. r� o v� rarL 10030 BAVARIA ROAD FORT MYERS, FLORIDA 33913 v,a �... �.acr w,..,00...a .....� 000wa 800-432-2204 SERIES 176 SH VINYL SINGLE HUNG WINDOW IMPACT 54" X 77" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02538 SCALE NTS DATE 1 1 /17/14 SHEET 5 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCalrlomaspe.00m SIGNED: 0111812018 \ will I?//// \\� 5 R . L • • 7 o , TAT of 4r REV �s �L0RMt B ff�IVS�nNAL}Ea�\�\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET ' 2" MIN. EDGE DISTANCE pd d d a d p d d p CONCRETE/MASONRY BY OTHERS p a a 1 1 /4" MIN. a EMBEDMENT p. d d p 1 1 flao 0 1 /4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v � a 1 /4" MAX. o a SHIM SPACE p D v D4 v v D a a o00 D _Q D 2„ v v MIN. ° EDGE a DISTANCE o D v v BACKER ROD & APPROVED SEALANT REV DESCRIPTION DATE APPROVED B REVISED GLA7ING DETAILS 01/08/18 R. L. D}C JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, \NT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 NCRETE/MASONRY BY OTHERS �. EASTERN ARCHITECTURAL DIVISION SYSTEMS E����� OF EASTERN METAL SYPPLY A LLl M 1 H lJ M E. r� o vrarL 10030 BAVARIA ROAD FORT MYERS, FLORIDA 33913 800-432-2204 SERIES 176 SH VINYL SINGLE HUNG WINDOW IMPACT 54" X 77" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02538 SCALE NTS DATE 11/17/14 SHEET OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCalrlomaspe.00m SIGNED: 0111812018 \�� 5 R . L cr, o , TAT of , c�,� 4r JE:�'fi�.s �L0RID�:��`�= ff�IS/ONALj//1111}Ea��� Luis R. Lomas P.E. FL No.: 62514 REVISIONS APPROVED SEALANT BEHIND FIN #10 WOOD SCREW 1 /2" MI EDGE DIST� CVTCOI/lO 1 /2" MIN EDGE DISTANCE #10 WOOD SCREW APPROVED SEALANT BEHIND FIN 1 I IA" NAINI 1A/TCOI/lO E- IVI DCU IVI E- IV I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE i WOOD FRAMING BY OTHERS 1 1 /4" MIN. EMBEDMENT #10 WOOD SCREW APPROVED SEALANT BEHIND FIN 1 /4" MAX SHIM SPACE IAITCn I/ln REV DESCRIPTION DATE APPROVED B REVISED GLA7ING DETAILS 01/08/18 R.L. DIME: r �J �a 1 /2" MIN O� o EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 1 /4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 rwr EASTERN ARA DHISION RALSYSTEMS EaOF stern EASTERN METAL SYPPLY A LLl M 1 H lJ M E. r� o v� rarL 10030 BAVARIA ROAD WOOD�... �.acr w,..,00...a .....� 000wa FORT MYERS, FLORIDA 33913 FRAMING800-432-2204 BY OTHERS SERIES 176 SH VINYL SINGLE HUNG WINDOW IMPACT 54" X 77" INSTALLATION DETAILS DRAWN: DWG NO. REV N.G. 08-02538 B SCALE NTS DATE 1 1 /17/14 SHEET 7 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCalrlomaspe.00m SIGNED: 0111812018 ,\5 RwillI?//// • LO/��f_ tti \ ••.ti19/i ..--V - ,\G NS' .cP o , TAT of OR Mot Luis R. Lomas P.E. FL No.: 62514 3/11/2021 Florida Building Code Online Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications Contact Us BCIS Site Map Links Search bpr a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail �OFFICEOFTHE FL # FL21648-R3 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James 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 Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/24/2020 Date Validated 02/23/2021 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeeXOild4P4YY901QWvX60p%2fO949f96XF01Q%3d%3d 1/2 3/11 /2021 Florida Building Code Online Date Pending FBC Approval Date Approved 02/28/2021 Summary of Products FL # Model, Number or Name Description 21648.1 1176 HVHZ X-Mullion 1176 HVHZ X-Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing charts for mullion size, configuration and design pressure Certification Agency Certificate FL21648 R3 C CAC 622-109 C1R0-1.pdf Quality Assurance Contract Expiration Date 06/06/2023 Installation Instructions FL21648 R3 II 08-02951A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513791A.pdf Created by Independent Third Party: Yes 21648.2 176 HVHZ T-Mullion 176 HVHZ T-Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21648 R3 C CAC 622-108 C1RO.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/06/2023 Design Pressure: N/A Installation Instructions Other: See drawing charts for mullion size, configuration and FL21648 R3 II 08-02950A.pdf design pressure Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513790A.pdf Created by Independent Third Party: Yes 121648.3 1 176 HVHZ Vertical/Horizontal Mullion 1 176 HVHZ Vertical/Horizontal Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing charts for mullion size, configuration and design pressure Certification Agency Certificate FL21648 R3 C CAC 622-107 C1R0.pdf Quality Assurance Contract Expiration Date 06/06/2023 Installation Instructions FL21648 R3 II 08-02952A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513792A.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® eCi Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeeXOild4P4YY901QWvX60p%2fO949f96XF01Q%3d%3d 2/2 � 7 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 Of: 1 KiEYSTON.jr:�7 CEiTIFIGAT1014�, N['.. Certification L� Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 622 - 107.0 Issue Date: 12/29/2016 Revision Date: 5/27/2020 Expiration Date: 6/6/2023 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 176 HVHZ Vertical/Horizontal Mullion 16341 Domestic Ave Operator Type: Mull Fort Myers, FL 33912 Config: No Reinforcement USA Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-4032-1 6/6/2023 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 WWW. KEYSTON ECERTS. COM Y 1��YST�NE' C <RTIFICATIGFJi, IHC= Appendix 1 CAR No: 622-107.0 Expiration Date: 06/06/2023 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 176 HVHZ Vertical/Horizontal Mullion DESIGN PRESSURE RATING (psf) (Design pressures are positive and negative) Mullion Tributary width (in) span (in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 72.00 36.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.00 150.0 150.0 1 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 54.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 60.00 150.0 150.0 150.0 137.7 128.1 122.7 120.9 120.9 120.9 66.00 150.0 143.1 123.3 110.0 101.1 95.3 92.0 90.9 90.9 72.00 145.4 118.9 101.8 90.2 82.2 76.6 72.9 70.7 70.0 78.00 123.2 100.4 85.6 75.4 68.2 63.1 59.4 57.0 55.5 84.00 105.7 85.9 73.0 64.1 57.7 53.0 49.6 47.1 45.4 90.00 91.8 74.4 63.1 55.2 49.5 45.2 42.1 39.7 38.0 96.00 80.4 65.1 55.1 48.1 42.9 39.1 36.2 34.0 32.3 102.00 71.1 57.5 48.5 42.2 37.7 34.2 31.5 29.5 27.9 108.00 63.3 51.1 1 43.1 37.4 33.3 30.2 27.7 25.8 24.3 114.00 54.2 43.8 36.9 32.1 28.6 25.9 23.9 22.2 21.0 120.00 46.4 37.4 31.5 27.4 24.3 22.0 20.2 18.8 17.7 Impact Ratings PA/TAS 201/203 - Large and Small Missile Impact Rated Up to Wind Zone 4 and HVHZ Keystone Certifications, Inc. 145 Limekiln Rd, Suite 10oB New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com L. Roberto Lomas P.E. 1432 Woodford Road Lewisville, NC 27023 434-688-0609 Rllomas@lrlomaspe.com Manufacturer: Eastern Architectural System 16341 Domestic Ave. Fort Myers, FL 33912 Engineering Evaluation Report Product Line: 176 HVHZ Vertical/Horizontal Mullion, Large and Small Missile Impact Report No.: 513792A 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 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02952 Revision A prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 210-4032-01 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, York, PA TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4, Mullion impacted with #2 SYP 2x4, 96 1/2" long, 9lbs at 50 ft/sec. TAS 202 -94 Uniform Static Air Pressure, ±48.Opsf design pressure, 16.5psf water penetration. TAS 203-94 Cyclic Pressure loading ±48.Opsf design pressure 3. Mullion analysis with Anchor calculations, report number 513792-1, per AAMA 450-10 option 1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: Refer to charts in approval document • Maximum mullion height: 120" • Maximum single fenestration width: 72" • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Mullion material to be extruded Aluminum 6063-T6. • Clip material to be extruded Aluminum 6063-T6. • Fenestration units attached to mullion must have their own separate approval. • Vertical units may be mulled indefinitely as long as maximum unit size is not exceeded. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual units. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02952, Revision A. 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 \����11 product(s). `�\�J�S R • L -4�•v��,ENs'9J,�,5- 4 0 51 TATE OF • �; �O 0 R Mt • �'�'��� s�ONAL E��`N, 1 of 1 Luis R. Lomas, P.E. 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