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Home My WebLink AboutProduct Approval Single Hung Window1/28/22, 12:17 PM Florida Building Code Online 7 Ra' a _ a - BCIS Home j Log In User Registration Hot TopicsT ( Submit Surcharge li Stats & Facts Publications Contact Us BCIS Site Map € Links Search f Florida Product Approval r -- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16412-R6 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 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16412 R6 Equiv FL16412 ASTM EQ,pdf https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdohYnTAMgmDb6Dz4EZPRd9VA%3d%3d 1/3 1/28/22, 12:17 PM Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 02/25/2021 Date Validated 02/26/2021 Date Pending FBC Approval Date Approved 03/02/2021 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 R6 C CAC NI012195-Ri.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 R6 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 R6 AE 513311C.pdf BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Created by Independent Third Party: Yes INTERLAYERS 16412.2 Series 176 SH Oriel PVB Series 176 SH Oriel PVB Vinyl single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL16412 R6 C CAC NI015128.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2024 Design Pressure: +60/-60 Installation Instructions Other: Frame Material to be Rigid PVC From Deceuninck North FL16412 R6 II 08-03660.pdf America AAMA Certified (DEP-1). GLASS INTERLAYER Verified By: Luis Roberto Lomas 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Evaluation Reports INTERLAYERS FL16412 R6 AE 514776.pdf Created by Independent Third Party: Yes 16412.3 Series 176 SH PVB Series 176 SH PVB Vinyl single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL16412 R6 C CAC NI015128.O1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2024 Design Pressure: +60/-60 Installation Instructions Other: Frame Material to be Rigid PVC From Deceuninck North FL16412 R6 II 08-03662.pdf America AAMA Certified (DEP-1). GLASS INTERLAYER Verified By: Luis Roberto Lomas 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Evaluation Reports INTERLAYERS FL16412 R6 AE 514778.pdf Created by Independent Third Party: Yes 16412.4 Series HD 2451/2461 Series HD 2451/2461 Vinyl single Hung Window Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16412 R6 C CAC NI011536.Oi.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2024 Design Pressure: +65/-65 Installation Instructions Other: FL16412 R6 II 08-03686.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16412 R6 AE 514811.pdf Created by Independent Third Party: Yes 16412.5 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 R6 C CAC NI011536-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 R6 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 https:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb6gTCiQEQVdohYnTAMgmDb6Dz4EZPRd9VA°/`3d%3d 2/3 1/28/22, 12:17 PM Florida Building Code Online FL16412 R6 AE 512641B.pdf Created by Independent Third Party: Yes rs,:� L. Contact Us :: 2601 Blalr 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 a -mail address released in response to apublic-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 860.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 466, 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: 17�! �.�: ® c�ChEcV: Credit Card ..Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvXaHHDwAAyb6gTCiQEOVdohYnTAMgmDb6Dz4EZPRd9VA%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI015128.01 12/14/2020 Structural Eastern Arch 17834 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 Eastern Architectural Systems 16341 Domestic Avenue Ft. Myers, FL 33912 PRODUCT DESCRIPTION Series "176 SH PVB" Vinyl Single Hung Window Configuration: O/X Glazing: IG-1/8" Annealed Glass/1/8" Annealed Glass/0.090" PVB by Dupont Interlayer/l/8" Annealed Glass Frame: W-1346mm(53") Sash: W-1257mm(49.50") DLO: W4224mm(48.1911) 1-1-1905mm(75") H-940mm(37") H-856mm(33.69") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: ±2880 Pa (4:60 psl) Water Penetration Resistance Test Pressure: 430 Pa (9.00 psi) Large Missile Impact Rated Product Tested By: Blackwater Technical Services, Inc. Report No: BT-EAS-20-001 Expiration Date: November 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 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 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 1X 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 RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 7 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 #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET N0. � DESCRIPTION 1 NOTES 2 ELEVATIONS 3 — 6 � INSTALLATION DETAILS 7 (COMPONENTS REVISIONS ftEV DESCRIPTION I DATE 15. FOR FRAME ANCHORING 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, 16. FOR FRAME ANCHORING 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. 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 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, 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. 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 .125" THICK MINIMUM 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. �'" EASTERN ARCHITECTURAL SYSTEMS �- Fasters EASTEpNMSETALSYPPLV ■ n ooaa envARv. Rono FORT MYERS, FLORIDA M913 SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW 53" X 75" NOTES A.R. SCALE NTS 'DATE O i DWG N0. 08-03662 21 SHEEf 1 QF 7 L. ROBERTO LOAAS P.E. 1432 WOODfORD RD LEWISVILLE, NC 27023 434-688-0609 AlomasC�Ir/omaspe.com APPROVED SIGNED: 02/O1/2021 REV v•stor dgg6t 0 e,No *• 0,.6¢51 �t TOF doot irrcr� pRM 00 ONAL�E��`� Luis R. Lomas P.E. FL No.: 62514 7 FIR HE 53" FRAME WIDTH 6' MAX 18 6" MAX MAX O.C. 1 6" MAX 12" MAX O.C. O / WE SHT x, x 6" MAX 1SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW EXTERIOR VIEW FINLESS INSTALLATION 7 FR HE 6" MAX I 6" MAX i 13" MAX O.C. 5" WE ,HT 6" MAX REVISIONS I REV I DESCRIPTION I DATE I APPROVED 6" MAX 1 SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ NOTES: 53"X 75" UNIT SHOWN, OTHER SIZES APPROVED AS LONG AS 1. SASH SIZE: 49 1/2" X 37" FRAME AREA DOES NOT EXCEED 27.6F7= 2. D.L.O.: 48 3/16" X 33 11/16" 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. EASTERN AA MIS T F SYSTEMS Eastern FASTER MISEfALSYPPLY A t003o&IVARAR0nD FORTMYERS, FLORID-13 :. •. 006dS3-�Da SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW 53" X 75" ELEVATIONS DRAWN: DWC NO. A.R. 08-03662 SCALE NTS I DATE 01 /12/21 1SHEET 2 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 dlomas0frtomasoe.wm SIGNED: 0210112021 1R I I L O,y,��i �••�\GEN3Fq`p�: = *' 0,.6¢51 � T(,AfT�E OF�� 0 REv ZOR1OP•�� Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS FXTF_ RIC)R BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN, EDGE DISTANCE EMBEDMEN i�HIM SPACE #10 WOOD SCREW INTERIOR ILL TO BE SET IABEDOF PPROVED SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS 1 1/4" MIN EMBEDMENT MIN. EDGE DISTANCE #10 wooD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SHIM SPACE BACKER ROD & APPROVED SEALANT DESCRIPTION INTERIOR FXTERII�R JAMB INSTALLATION DETAIL WOOD FRAMING OA2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 �' EASTERN ARCHITECTURAL SYSTEMS �� Eastern FASTERNMEfALSYPPLY ■ n Iaa3o RAVARw ROAD FORT MYERS, FLORIDA33013 SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW 53" X 75" INSTALLATION DETAILS DRAWN: DWG N0, A.R. 08-03 662 NTS � DATE 01 /12/21 1 SHEEf 3 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOa lrlomaspe.com DATE APPROVED SIGNED: 02/01/202i �,•�\GEN&% 441TATrO'F*�i o,.fi?51 :Ev 0R10P•N7': s�OIENAL�G\�� Luis R. Lomas P.E. FL No.: 62514 NTS � DATE 01 /12/21 1 SHEEf 3 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOa lrlomaspe.com DATE APPROVED SIGNED: 02/01/202i �,•�\GEN&% 441TATrO'F*�i o,.fi?51 :Ev 0R10P•N7': s�OIENAL�G\�� Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT M ETF STRUCTUF BY OTHEF 1/2" MIN EDGE DISTANCE MAX. SHIM SPACE J SMS OR F DRILLING ��IREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT SHIM SPACE DESCRIPTION 1 /2. MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT SHIM SPACE INTERIOR D7=C EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE 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 REVISIONS r EASTERN ARCRITECTURAL SYSTEMS '• Fasters EASTERN METALOSTPPLY A 1 OSO B.AVARIA ROFO .. �r.-..�.• w�.�ow. ...o u�,.».. FORT MYERS, FLORIDA]JB1S SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW 53" X 75" 00 INSTALLATION DETAILS DRAWN: DWG NO. REV A.R. 08-03662 — scALE NTS DATE 01/12/21 1SHEEr4 OF 7 L. ROBERTO LOMAS P.E. 1432 WOOOFORD RD LEW/SVILLE, NC 27023 434-888-0609 A/omasQlrlomaspe.com DATE I APPROVED SIGNED: 02/01/202i 1R � IL O� v, •*\G E N SF* tp 0„6¢51 �� TAT �ONAL, 0��`� Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 2" MIN. EDGE DISTANCE 1 1/4" MIN. 44 EMBEDMENT I 1/4" MAX. SHIM SPACE 1/4" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT d. VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 44 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION 1 1/4" MIN. EMBEDMENT 1 /4" MAX. SHIMSPACE 9 2 >` MIN. EDGE < o INTERIOR DISTANCE ooa 000 O 3/16" TAPCON > �o OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 v. EXTERIOR CONCRETE/MASONRY ° BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS 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 Am& Eastern EASTERN AflCHITECTURAL SYSTEMS EA3TEHNINSET �Dn�LY ■ A 100300AVARIA ROAD ..n....e. w,.,00w. ...... u...a«.. FORT MYERS,f ORIDA 33013 e0o- 2-Ma SERIES 176 SH PVB VINYL SINGLE HUNG WINDOW 53" X 75" INSTALLATION DETAILS DRAWN: DWG NO, REV A.R. 08-03662 — SCALE NTS DATE 01/12/21 SHEET5 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rllomas@lrlomaspe.com DATE ( APPROVED SIGNED: 02/01/2021 *• 0 955li, •*= TA OF OF%a__ Ah am ONANlflh��`� Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN #8 WOOD SCREW 7/16" M EDGE DISTP r�rry �r.T 7/161' MIN EDGE DISTANCE #8 WOOD SCREW APPROVED SEALANT BEHIND FIN INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCX INSTALLATION WOOD FRAMING BY OTHERS _ 1 /4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS MIN. EMBEDMENT #B WOOD SCREW APPROVED SEALANT BEHIND FIN m ,I 1/4" MAX SHIM SPACE INTERIOR o�oo O 7/161' MIN EDGE DISTANCE fT#i.77c f-S�Cd.I EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DATE I APPROVED NOTES: 1. INTER/ORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE SIGNED: 0210112021 NO EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF AQ w1 Eastern 10009E RW flOAOMETAL S PPLY \\`S R I +Ltj '.CIA..».e. wlwoo..e .»o oo».e FORt MYERS, iLORIOA SJBIS \`N.��C� E NS�gcP�% �'. WOOD SERIES 176 SH PVB VINYL SINGLE HUNG =*- 0 51 *= FRAMING WINDOW 53" X 75" BY OTHERS FIN INSTALLATION DETAILS4TATE OF DRAWN: DWG N0. REVARv SCALE DATE 06 s03662 //S�Q(�Ii�..,�?\\\` NTS 01/12/21 6 OF 7 L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rllomas(aVlomasoe.com FL No.: 62514 3 HEAD FIN INSTALLATION (4760) EXTRUDED RIGID PVC HEAD AND SILL (4731) EXTRUDED RIGID PVC 1 1/16" H-:� 8" REINFORCEMENT (55556) 6005-T5 ALUMINUM 3 SILL FIN INSTALLATION (4761) EXTRUDED RIGID PVC 1 1/2" 13,4„ iA= --t BOTTOM RAIL (5539) EXTRUDED RIGID PVC 11/16" REINFORCEMENT (55557) r 1/4" 7/16" GLAZING BEAD (5464) EXTRUDED RIGID PVC 6005-T5 ALUMINUM JAMB FIN INSTALLATION (4762) EXTRUDED RIGID PVC 1" 3/4" LOCK RAIL (4720) EXTRUDED RIGID PVC 1" 1/6" ANN. .090" PVB BY KURARAY 1/8" ANN — 1/8" ANN. EXTERIOR GLAZING BEAD 1 /2" BITE GLAZING DETAIL REVISIONS I REV I DESCRIPTION I DATE I APPROVED '2" 1 3/4" (�o 2 1/4° FIXED MEETING RAIL (4719) EXTRUDED RIGID PVC JAMB (4730) EXTRUDED RIGID PVC r— 2„ 1 1/16-'F�l L FLANGE FRAME COVER (4722) EXTRUDED RIGID PVC INTERIOR XL EDGE EASTERN ARCHITECTURAL STSIEMS EASTERN METALS PLY Eastern AOICARDINAL fyo-� STAINLESS STEEL10000SAVAR-IA ROAD FORTERS, FLORIDA 0J810 DUAL SEALED SPACER eo w SERIES 176 SH PVB VINYL SINGLE HUNG STRUCTURAL SEALANT WINDOW 53" X 75" SIKAFLEX 552 COMPONENTS AND GLAZING DETAIL SETTING BLOCK (30096) DRAWN:I DWG N0. 85 DUROMETER BY CENTRAL RUBBER A.R- EXTRUSIONS SCALE NTS 08-03662 DATE 01 /1 2/21 SHEET 7 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlomas@Idomaspe.com SIGNED: 0210112021 \\5 1P11I I I O // v •��O E N q *' o,,6951 ;k TAT o�FS Luis R. Lomas P.E. FL No.: 62514 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 PVB Vinyl Single Hung Window Engineering Evaluation Report Report No.: 514[ fU 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 G20m3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code, Supporting Technical Documenfation: 1. Approval document: drawing number 08-03662, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: BT-EA&20-001 signed and sealed by Constantin Bortes P.E. Blackwater Technical Services Inc., West Palm Beach, FL TAS 201 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 Uniform Static Air Pressure, ±60.0psf design pressure, 9.Opsf water penetration. TAS 203 Cyclic Pressure loading ±60.Opsf design pressure 3. Anchor calculations, report number 514778-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Design pressure: ±60.Opsf • Unit size: 53$1 x 75" • Units must be glazed per ASTM E1300 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 08-03662. 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). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 01 /14/2021