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Home My WebLink AboutAPPROVED, Fixed9/9/2020 Florida Building Code Online Professional r BCIS Home j Log In 1 User Registration I Hot Topics 1 Submit Surcharge i Stats & Facts f Publications Contact Us BCIS Site Map i Links 1 Search j b" Product Approval r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17162-R4 Application Type Editorial Change Code Version 2017 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 Address/Phone/Email Quality Assurance Representative 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 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvCo3EapillBUR%2bfT%2fkczkvZFSg5TOZfuWAlkmGJUVwMw%3d%3d 1/2 9/9/2020 Florida Building Code Online Date Submitted 06/12/2018 Date Validated 06/14/2018 Date Pending FBC Approval Date Approved 06/19/2018 Summary of Products FL # Model, Number or Name Description 17162.1 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB Window with PVB interlayer interlayer. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17162 R4 C CAC NI012095-R1.pdf Approved for use outside HVHZ: Yes FL17162 R4 C CAC NI012096-111.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +85.0/-90.0 05/31/2024 Other: Maximum size of 120" x 48" at +70.0/-70.0 Maximum Installation Instructions size of 48" x 54" at +85.0/-90.0 GLASS INTERLAYER COMPLIES FL17162 R4 II 08-02310B .pdf WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Verified By: Luis R. Lomas, P.E. 62514 ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party: Yes Evaluation Reports FL17162 R4 AE 513067B.pdf Created by Independent Third Party: Yes 17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with Sentryglas Window with Sentryglas interlayer interlayer Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17162 R4 C CAC NI012094.01-Rl.pdf Approved for use outside HVHZ: Yes FL17162 R4 C CAC NI012094-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 R4 II 08-02309B .pdf COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R. Lomas, P.E. 62514 BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Created by Independent Third Party: Yes INTERLAYERS Evaluation Reports FL17162 R4 AE 513066B.pdf Created by Independent Third Party: Yes ra-mgm-1 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: ® Cl ® ilk Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvCo3EapiliBUR%2bfT%2fkczkvZFSg5TOZfuWA[kmGJUVwMw°/a3d°/a3d 2/2 L. Roberto Lomas P.E. 1432 Woodford Rd. Engineering Evaluation Report Lewisville, NC 27023 Report No.: 513067B 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 Product Line: Series 3000 Aluminum Flange Frame Impact Fixed Window — HVHZ - PVB 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 08-02310 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CTLA 301OW-2 & -3 signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±70.Opsf design pressure, 15.Opsf water penetration (120"x48") +85.0/-90.Opsf design pressure, 15.Opsf water penetration (48"x54") TAS 203-94 Cyclic Pressure loading ±70.Opsf (120"x48") +85.0/-90.Opsf (48"x54") 3. Report No.: CTLA 301 OW-2A & -3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440-11 Design pressure: ±70.Opsf (120"x48") +85.0/-90.Opsf (48"x54") Water penetration resistance 15.Opsf ASTM El886-05 and ASTM El996-09 ASTM El886/ El996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, ±70.Opsf (120"x48") +85.0/-90.Opsf (48"x54") 4. Anchor calculations, report number 513067-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: ±70.Opsf (120"x48") +85.0/-90.Opsf (48"x54") • Maximum unit size: 120" x 48" and 48" x 54" • Units must be glazed per ASTM El300-04/09, 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 aluminum. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02310 Revision B. ////�/ ``01111(1 b� Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company `\�` `CJ • ..L `�� . *\G E N • 9��,r� manufacturing or distributing the product(s) for which this report is being issued. Also, I41 fir` •• don't have nor will acquire a financial interest in any other entity involved in the approval *. process of the listed product(s). TAT 4F .O . ;10 RkDP�� f10 01VA11�a��`� 11111 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 01 /10/2018 NOTICE OF PRODUCT CERTIFICATION 09 CERi1Ftr• rin Q� .4 t. ACCRPO CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012095-R1 08/19/2014 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 "3000" Aluminum Flange Frame 16341 Domestic Avenue Fixed Window (Low Design Pressure) Ft. Myers, FL 33912 Configuration: O Glazing: Monolithic-3/16" Heat Strengthened Glass/0.090" DuPont PVB Interlayer/3/16" Heat Strengthened Glass or IG-3/16" Annealed Glass/Laminate-3/16" Heat Strengthened Glass/0.090" DuPont PVB Interlayer/3/16" Heat Strengthened Glass Frame: W-3048mm(120") H-1219mm(48") DLO: W-2984mm(117.5") H-1181mm(46.5") SPECIFICATION PRODUCT RATING AAN1A/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG70 3048 x 1219 (120 x 48)-FW AAMA 506-11 Design Pressure: 3351 Pa (70 psf) ASTM E1886-05/E1996-09 Negative Design Pressure: 3351 Pa (70 psf) TAS 201/202/203-94 water Penetration Resistance Test Pressure: 718 Pa(15.00 psf) Wind Zone 4 - Missile Level D Large Missile Impact Rated Product Tested By: Report No: Expiration Date: Certified Testing Laboratories, Inc. CTLA 3010W-2/CTLA 3010W-2A CTLA 3010W-1/CTLA 3010W-1A May 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 cc h1�. rti� CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI012096-R1 08/19/2014 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 "3000" Aluminum Flange Frame 16341 Domestic Avenue Fixed Window Ft. Myers, FL 33912 Configuration: O Glazing: Monolithic-3/16" Heat Strengthened Glass/0.090" DuPont PVB Interlayer/3/16" Heat Strengthened Glass or IG-3/16" Annealed Glass/Laminate-3/16" Heat Strengthened Glass/0.090" DuPont PVB Interlayer/3/16" Heat Strengthened Glass Frame: W-1219mm(48") H-1372mm(54") DLO: W-1181mm(46.5") H-1333mm(52.5") SPECIFICATION AAMA/WDMA/CSA 101/I.S.2/A440-11 AAMA 506-11 ASTM E1886-05/E1996-09 TAS 201/202/203-94 Product Tested By Report No: Expiration Date: PRODUCT RATING Class CW-PG851219 x 1372 (48 x 54)-FW Design Pressure: 4069 Pa (85 psf) Negative Design Pressure: 4309 Pa (90 psf) Water Penetration Resistance Test Pressure: 718 Pa(15.00 psi) Wind Zone 4 - Missile Level D Large Missile Impact Rated Certified Testing Laboratories, Inc. CTLA 3010W-3/CTLA 3010W-3A CTLA 3010W-1/CTLA 3010W-1A May 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 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 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 THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE 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 IX 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. 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 MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 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. REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/22/15 R.L. REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 15. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 14" SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 19. WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 20. 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. I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATION AND GLAZING DETAILS 4 — 5 INSTALLATION DETAILS SIGNED: 0111812018 EASTERN AR CHITECTURALSYSTEMS A DIVISION OF Eastern 8341 DOTESTI ERN MAEfELSUPPLY pw A FDRTMYERS,F-13 F Aly• ••y� 71t• 0 5 � SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW — HVHZ — PVB �v NOTES C= l70o : TAT OF •ty` Sj/jNAl1��`� Luis R. Lomas P.E. FL No.: 62514 DRAWN: DWG NO. 08 REV B SHEET 10 OF 5 GALE NTS GATE 07/24/14 L. ROBERTO LOAAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasLdlrlomaspe.com 120" MAX FRAME WIDTH 4" MAX 4" MAX 4" MAX 4" MAX 6" MAX 8" MAX O.C. 6" MAX 12" MAX O.C. 48" L MAX FRAME HEIGHT 6" MAX 6" MAX DESIGN PRESSURE RATING IMPACT RATING ±70-OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 6" MAX /2" R 0. N FIR HE SERIES 3000 PW FIXED WINDOW EXTERIOR VIEW REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/22/15 R.L. REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 1 �� FRAME WIDTH --�j 6" MAX 12" MAX O.C. 6" MAX 6" MAX 4" NX WE 'HT 10 1/2" MAX `O.C. \ 6" MAX -- 46 1/2" MAX D.L.O. DESIGN PRESSURE RATING IMPACT RATING +85.01-90.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ EASTERN ARCHITEI NOF SYSTEMS a� JEaster►1 EASTERN META —PLY ■ ! ,.•. 183G1 00MEST—S 66 iu,.n eaunn wrvo V,wr� RTMYERS,FL.- s ,enwn"Y wvoawn wno Hanna BOP432-2204 SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW — HVHZ — PVB ELEVATIONS DRAWN: DWG NO, REV J.L. 08-02310 B SCALE NTS DATE 07/24/14 1SHEET OF 5 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasoMomaspe.00m 52 1/2" MAX D.L.O. SIGNED: 0111812018 \S 1RI I iL/// ///"i `;•'�`� e,v sF • s y ��•�""'TATRIF ce?a� S : W� Luis R. Lomas P.E. FL No.: 62514 3/16" ANN WEDGE GASKET 2541 BY MPI� FPVC 65 DUROMETER SEETING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS EXTERIOR 3/4" BITE 1 1/32" 3/16" HS .090 PVB BY KURARAY - 3/16" HS DURASEAL SPACER SYSTEM BY QUANEX STRUCTURAL SEALANT SIKAFLEX 552 GLAZING DETAIL A WHEN USED OUTSIDE THE HVHZ INTERIOR -- 7/16" 3/16" HS WEDGE GASKET .090 PVB BY KURARAY 2541 BY MPI f 3/16" HS FPVC 65 DUROMETER SETTING BLOCK (30096) 85 DUROMETER STRUCTURAL BY CENTRAL RUBBER SEALANT EXTRUSIONS SIKAFLEX 552 EXTERIOR I 3/4" BITE INTERIOR GLAZING DETAIL B 3/16" TEMP WEDGE GASKET 2541 BY MPI \ FPVC 65 DUROMETER SEETING BLOCK (30096) 85 DUROMETER BY CENTRAL RUBBER EXTRUSIONS EXTERIOR 3/4" BITE 1 1/32" 3/16" HS .090 PVB BY KURARAY - 3/16" HS DURASEAL SPACER SYSTEM BY QUANEX STRUCTURAL SEALANT SIKAFLEX 552 GLAZING DETAIL A WHEN USED IN THE HVHZ INTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. r EASTERN ARCHITECTURAL SYSTEMS Eastern EASTA OF ERNI MIE— SUPPLY ■ A I-IDO ESTIC AVE FORT MYERS. 1L00S12 ,.nrw�x w,.,e rswa .wn oeema 80-2-220A SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW — HVHZ — PVB GLAZING DETAILS DRAWN: DWG NO. I REV J.L. 08-02310 B SCALE NTS DATE 07/24/14 1 SHEET OF 5 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-668-0609 rllomas®lrlomaspe.com SIGNED: 0111812018 = k' 0 $#� .0. STAT �'FlORIOP• ss�aNAL XV Luis R. Lomas P.E. FL No.: 62514 5/8" MIN. EDGE DISTANCE 5MIN. WOOD FRAMING I METAL EDGEE D DISTANCE OR 2X BUCK STRUCTURE BY OTHERS><f 1 7/16" MIN. BY OTHERS EMBEDMENT 1 /4" MAX. APPROVED 1/4" MAX. APPROVED SHIM SPACE SEALANT SHIM SPACE SEALANT BEHIND FLANGE BEHIND FLANGE 14" SMS OR #14 WOOD SELF DRILLING SCREW SCREW INTERIOR EXTERIOR —Lllf� INTERIOR EXTERIOR #14 WOOD SCREW APPROVED APPROVED SEALANT 1/4" MAX SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE WOOD FRAMING META OR 2X BUCK 1 7/16" MIN STRUCTUR BY OTHERS EMBEDMENT BY OTHER 5/8" MIN. EDGE DISTANCE VERTICAL CROSS SECTION 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 5/8" MIN. EDGE DISTANCE ~ VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS V DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/22/15 R.L. I REVISED PER NEW REQUIREMENTS 01/10/18 R.L. f 1 /4" MAX, SHIM SPACE 5/8" MIN. EDGE DISTANCE IAITFRInR 14" SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1 7/16" MIN. EMBEDMENT 5/8" MI N. EDGE DISTANCE tiJ EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 /4" MAX. r SHIM SPACE zin INTERIOR SMS OR #14 WOOD J F DRILLING SCREW :��EXTERIOR !EW WOOD FRAMING O R 2X BUCKBY _ 1/4" MAX. OTHERS APPROVED SEALANT SHIM SPACE BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0111812018 EASTERN ARCMITECTII— SYSTEMS Eastern OF SUPPLY E 16361 DOMESTIC I ' e', w�um rvu MYMS. F-12 v //.� ENL'[t(•d�9 i««.ar wuae• w«o oowe ORTBWdO]_t3M \ v•�\V V ` • Y SERIES 3000 ALUMINUM FLANGE FRAME=*!l��jLl' ••jk= IMPACT FIXED WINDOW — HVHZ — PVB FLANGE INSTALLATION DETAILS DRAWN: DWG NO. I REV J.L. 08-02310 B SCALE NTS I DATE 07/24/14 1 SHEET OF 5 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434.688-0609 rllomas@lrlomaspe.com Luis R. Lomas P.E. FL No.: 62514 2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS G 1 1/4" MIN. OPTIONAL 1X BUCK ♦ 14.4, EMBEDMENT SEE NOTES 3-7 SHEET 1 i 1/4" MAX. APPROVED SEALANT SHIM SPACE BEHIND FLANGE EXTERIOR 1/4" TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. v o. .. 1/4" MAX. SHIM SPACE e' 0 1/4" TAPCON a INTERIOR 2" MIN. ° EDGE o. DISTANCE a a EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL 1/4" TAPCON CONCRETE/MASONRYINSTALLATION APPROVED SEALANT NOTES: BEHIND FLANGE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1 X BUCK r SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTES 3-7 SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 01/18/2018 CONCRETE/MASONRY HERS T a' EASTERNARCHITECTl1RAL SYSTEMS Eastern EAST ERNMirtisuvaLv 11i Ili/ `��`\♦s R. Lp �_1 . C w1.ae. i�o oeaae f RTM11.1 OERSTEL33BI. Ez '�.� \ v` • `` �N G• 1 1/4" MIN. "; IM:q"M eaaa3z-zzo = V••�\ SF•tn as ♦ EMBEDMENT a ' ♦ SERIES 3000 ALUMINUM FLANGE FRAME *• 0„ 5 it e IMPACT FIXED WINDOW — HVHZ — PVBa� FLANGE INSTALLATION DETAILS Z70 TAT OF DRAWN: DWG N0. REV i4'''►s'�COR1pP G�'��: 211 MIN. EDGE DISTANCE 08 B 11is10, * " ;v �\\ GALE NTS DATE 07�24�14 SOHEET rJD OF 5 11111 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NG 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomas@lrlomaspe.com