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Home My WebLink AboutAPPROVED FL9333.2 - DOUBLE HUNG WINDOWS 24/5/2021 Florida Building Code Online 1 Business& Professional Regulation ML 9CtS Home I Log In I User Registration Hut Twits Submit Surcharge state & Facts Pubii[atf°n5 Contact LA RCIS Site Map Links Search db'prIP ER: Pub Approval USER: Public user Product Approval Menu Search > Appiicaugn List � Appllcatlon H1stM a Application Detail FL # FL9333-R14 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 Address/Phone/Small Authorized Signature Technical Representative Address/ Ph one/Ern a l l Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By VI Win Tech 2 300 Irvin Cobb Drive Paducah, KY 42003 (270) 538-4431 swhecier@Viwintech.com Steven Wheeler Swheeler@viwintech, com Steve Wheeler 2400 Irvin Cobb Dr Paducah, KY 42003 (270)538-4431 swheeler@viwi ntech.com Ronnie WIlllams 2400 Irvin Cobb Dr Paducah, KY 42003 (270) 538-4437 rwilliams@viwlntech.com Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute Scott Waiters, PE Validation Checklist - Hardcopy Received Standard AAMA/ W DMA/CSA/ 101.1/I,S,S/A440 ASTM E1886-13a ASTM E1996-14a TAS 201/202/203 Florida Licensed Professional Engineer or Architect FL9333 R14 Eauiv FL9333 Equivaiency_p ff Year 2008 2013 2014 1994 https:llwww.floridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDgt%2fAIdUdyTLMaF3d8B7QskeTLR(IObTNJ4yEuGwUUFb0/u2bEw%3d%3d 1/2 4/5/2021 Florida Building Code Online Product Approval Method Method L Option A Date Submitted 12/30/2020 Date Validated 12/31/2020 Date Pending FBC Approval Date Approved 01108/2021 Summary of Products FL # Model, Number or Name Description 9333.1 5100 OH Nan -Impact HVHZ 5100 DH Non -Impact HVHZ 52 x 75 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL9333 R14 C CAC NI010803-R4,pdf Quality Assurance Contract Expiration Date 08/3112023 Design Pressure: +60/-60 Installation Instructions Other: GLASS COMPLIES WITH ASTM E1300-04. FRAME MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD. FL9333 R14 II 08-01317C.pdf Verified By: Luis Roberto Lomas 62514 AAMA CERTIFIED (VEX-1). Created by Independent Third Party: Yes Evaluation Reports FL9333 R14 AE 511926D.pdf Created by Independent Third Party: Yes 9333.2 SL 5100 i DH 5275 Shoreune 5100 Double Hung Window, Impact Rated, 52 x 75. H-1170, lamb install method. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Certification Agency Certificate FL9333 R14 C CAC NI008081-118 pI ff Quality Assurance Contract Expiration pate 04/30/2023 Design Pressure: +70/-70 Other: When used in HVHZ color of frames to be WHITF only rigid PVC. GLASS COMPLIES WITH ASTM E1300-04, FRAME MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD, AAMA CERTIFIED (VEX-1)."NOT TO BE INSTALLED 30' OR HIGHFR ABOVE GROUND LEVEL" - GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR Installation Instructions EL9333 R14 11 08-002 6E 51 OODH IMP I stal .pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL933R14 AE 510926F - 510ODH IMP Evaluation.pdf Created by Independent Third Party: Yes kURARAY INTEPLAYERS - "Safety Class on outside pane required in HVHZ zones" Contact Us :: 26 1 Blair Stone RO,1d, Tall2has5ee I L 32399 Phone; 850-487-1824 The State or Flanda is an AA/FFO emplayer. Ca�y_nght 2007-2013 State of Florida.:: PrivaV. Statement :: ArcessiblliN Statement ;: Refund Statement Under Flodda law, email addresses are public records. If you do not want your a -mall address released In re5p0nse to a public-rerords request, du not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questinns, please contact 850.487.1395. Vursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the ❑epartment with an email address If they have one. The emalls 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 tht Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts - IT 0] ® eC recto M Credit Cara Safe https:liwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgt%2fAlclUdyTLMaF3d8B7QskoTLROObTNJ4yEuGwUUFb%2bEw`/a3da/e3d 212 NOTICE OF PROD [,i CT CERTIFICATION il4 GERTIFjC4T' Q iV i cF � . %'eJ �P+eo �oo1 CERTIFICATION NO: DATE: CERTIFICATION PROGRAV: COMPANY: CODE: REVISION DATE: N1008081-118 06/03/2007 Structural WiWinTech 583-1 04/03/2019 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 ViWinTech Windows and Doors Series "SL 5100 i DH 5275" Tilt Impact 2400 Irvin Cobb Drive Rated Vinyl Double Bung Prime Window Paducah, KY 42003-0588 Configuration: X/x Glazing: [G-1/8" Annealed Glass/Larninate-1/8" Annealed Glass/0.090"DuPont Butacitegi PVC/ 1/8" Annealed ('class Frame: W-1320mm(52") H-1900mm(75") Sash: W-1250mm(49.25") 1I-930mm(36.63") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/1.S.2/A440-05 H-R70 1320 x 1900 (52 x 75) ASTM E I 886-05/E 1996-04 Wind Zone 4-Missile Level D TAS 201/202/203-94 Design Pressure: +70/-70 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-1 10-10728-L/110-10728-2/110-10728-3 Expiration Date: April 30, 2023 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 Woodlord Rd Lewisville, NC 27023 434-688-0609 Manufacturer: Viwintech 2400 Irvin Cobb Drive Paducah, KY 42003-0588 Product Line: Shoreline Double Hung 5100 - Impact Engineering Evaluation Report Report No.: 51O926F 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: i. Approval document: drawing number 08-00206, revision E, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test report No_ NCTL-110-10728-1 signed and sealed by Robert H. Zeiders, P.E. National Certified Testing Laboratories, York, PA AAMAM/DMA/CASA 10111.S.21A440-05 Design pressure: ±70.0 psf Water penetration resistance 10.5 psf 3. Test report No. NCTL-110-10728-2 signed and sealed by Robert H. Zeiders, P.E. National Certified Testing Laboratories, York, PA ASTM E1886-05 and ASTM E1996-04 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18861 E1996 Cyclic Load Test, ±70.0 psf design pressure 4. Test report No.: NCTL-110-10728-3 signed and sealed by Robert H. Zoiders, P.E. National Certified Testing Laboratories, York, PA TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, ±70.0 psf design pressure, 10.5 psf water penetration. TAS 203-94 Cyclic Pressure loading ±70.0 psf design pressure 5. Anchor calculations, report number 510291 D. prepared, signed and sealed by L. Roberto Lomas P.E, Limitations and Conditions of use: • Maximum design pressure: ±70.0 psf • Maximum unit size: 52" x 75" • Maximum D.L.O.: 44 112" x 29 1/2" • Units must be glazed per ASTM El300-04109 according with installation 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 bome debris regions. • Frame material to be white rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-00206 revision E. 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 *` 00 •'c10. 0RVOt • s•-...- S10NAL��`� f�/111111111�\ Luis R. Lomas, P.E. FL No.: 62514 12126/2017 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. 1X 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 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 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 E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14,FOR ANCHORING THROUGH FRAME 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. REVISIONS DESCRIPTION DATE APPROVED REVISED PER NEW REQUIREMENTS 12/26/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME 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. 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 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU-30KSI 1/8" THICK MINIMUM TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION & GLAZING DETAIL 3 - 8 INSTALLATION DETAILS SIGNED: 1212712017 v W N TECH AND DOORS L,6��/'/ 2400 IRV NDOWS COBB `\\\J`y1�P, PADUCAH, KY 42003 v.•�\G�Ns�9� i 0y� 61 *� SHORELINE DOUBLE HUNG WINDOW 5100*�•/� 52" X 75" IMPACT HVHZ ,pvL�gb( C?� it NOTES$TAT EE OF A. /;P ZORIV � G\ DRAWN: DWG N0. REV 08 s00206 E �� '��sl��Ai.`�a\\�� Luis R. Lomas P.E. FL No.: 62514 SCALE NTS DATE 07/25/07 HEET 1 OF 8 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, PIC 27023 434-688-0609 rllomaS@Irlomaspe.Com 7 M FR HE 52" MAX FRAME WIDTH 13 6" MAX MAX10.C. 6" MAX l 6" MAX 12 3/4" vvv MAX O.C. / 5" 4X WE GHT 6" MAX DESIGN PRESSURE RATING IMPACT RATING +70.OPSF LARGE MISSILE IMPACT 52" X 75" UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 27.1 FT2 REVISIONS REV DESCRIPTION DATE APPROVED E REVISED PER NEW REQUIREMENTS 12/26/17 R.L. /8" 1/8" ANN 1/8" ANN 090" PVB BY KURARAY XL EDGE SPACER 1/8" ANN 201 STAINLESS STEEL DESICCANT FILLED BY CARDINAL EXTERIOR I INTERIOR 5/8 DOW 995 SEALANT SETTING BLOCK 12B11-00110 BY LAMATEK ECO PVC 85 DUROMETER VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ ELEVATION DRAWN: DWG NO. R.L. 08-00206 SCALE NTS IDATE 07/25/07 SHEET OF 8 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com SIGNED: 1212712017 `\\\J011P1 l I IL o STATE OF REv E/SfONAI `�a�� Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION " MIN. DISTANCE MIN. VENT MAX. SPACE ) WOOD SCREW INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX. M SPACE REVISIONS DESCRIPTION DATE APPROVED REVISED PER NEW REQUIREMENTS 12/26/17 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. 0 ^� EDGE DISTANCE Y F=AMOG01 #10 WOOD SCREW O O WOOD FRAMING OR 2X BUCK BY OTHERSAl o - BACKER ROD & APPROVED SEALANT 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 SIGNED: 1212712017 vIW N TECH D DOORS 11 l I IL 2400 IRVIN COWS BB DRIVE '///'/ PADUCAH, KY 42003 v.•�\G�Ns�9� i SHORELINE DOUBLE HUNG WINDOW 5100*�•/� 0y� 61 *� 5 X IMPACT ,pvL�gbTM INSTALLATION DETAILS IN DETAILS INSTALLATION ��0 , $TATEE OF 0 DRAWN: DWG NO. REV //��s pR�O , R.L.'SCALE 08 5002HEET E /6�/ 36 OF 8 NTS DATE 07/25/07 NAll`�a L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL N o.: 6251 4 434-688-0609 rllomas@lrlomaspe.com METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE I VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 0 SMS OR LF DRILLING REW INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE I #10 SMS OR - SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED E REVISED PER NEW REQUIREMENTS 12/26/17 1 R.L. 1 /4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT 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 VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ INSTALLATION DETAILS DRAWN: DWG NO. R.L. 08-00206 SCALE NITS IDATE 07/25/07 SHEET 4 OF 8 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com SIGNED: 1212712017 `\\\J011P1 l I IL o STATE OF RL %�A. 'rFs<ORIOP: G1�� E sfOIVA1.10a��`� Luis R. Lomas P.E. FL NO.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR 2 1/2" MIN. EDGE DISTANCE ° d ° a ° ° ° d 1/4" MAX. SHIM SPACE 1` 3/16" TAPCON INTERIOR REVISIONS DESCRIPTION DATE I APPROVED REVISED PER NEW REQUIREMENTS 12/26/17 1 R.L. 1 1/4" MIN, EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS ° v b° OPTIONAL 1X BUCK SEE NOTES 3 - 7 ° SHEET 1 -° INTERIOR 3/16" TAPCON v O ❑ O o° v 2 1/2„ 0 ❑ O MIN. EDGE a DISTANCE ° ° - - - - BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION BACKER ROD & APPROVED IN A BED OF APPROVED SEALANT NOTES: SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1 /4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 - 7 DESIGNED IN ACCORDANCE WITH ASTM E2112 SHEET 1 SIGNED: 1212712017 vIWN TECH WINDOWS DOORS CONCRETE/MASONRY �RD `•yv"1EIN,L8o�4BYOTHERS ° 2400 IRV ° PADUCAH, KY 42003 + da e d °d SHORELINE DOUBLE HUNG WINDOW 5100*• • 0 61 *= a 52" X 75" IMPACT HVHZ — INSTALLATION DETAILS $TAT OF �\ VERTICAL CROSS SECTION DRAWN: owc No. RE ' 'r�t+` c<pRIOP• CONCRETE/MASONRYINSTALLATION SCALE 08 002HEET E /',,s/% 56 OF 8 NITS DATE 07/25/07 11�1�10aG\`` L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.com WOOD FRAK OR 2X B BY OTH MIN. DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED E I REVISED PER NEW REQUIREMENTS 12/26/17 1 R.L. BACKER ROD 1 1/4" MIN. & APPROVED EMBEDMENT SEALANT 1 MAX. � SHIM SPACE a 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE ❑ #10 WOOD SCREW WOOD FRAMING INTERIOR O O OR 2X BUCK BY OTHERS #10 WOOD SCREW EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS Vcn I I(iHL liIiVJJ JCIi I Ivry WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT '4" MAX. M SPACE 1/2" MIN. LJ o EDGE DISTANCE 0 ❑ O BACKER ROD & APPROVED o SEALANT - - - EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ INSTALLATION DETAILS DRAWN: I DWG NO. R.L. 1 08-00206 SCALE NT$ IDATE 07/25/07 1 SHEET 6 OF 8 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com SIGNED: 1212712017 `\\\J`y11�1l I IL o STATE OF RL 0— G1�� E Luis R. Lomas P.E. FL NO.: 62514 METAL STRUCTURE BY OTHERS APPROVED - SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION #10 SMS OR SELF DRILLING SCREWS 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1 /4" MAX. FSHIM SPACE INTERIOR L BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED E REVISED PER NEW REQUIREMENTS 12/26/17 R.L. EXTERIOR 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 VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ INSTALLATION DETAILS DRAWN: DWG NO. R.L. 08-00206 SCALE NT$ IDATE 07/25/07 SHEET OF 8 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com SIGNED: 1212712017 `\\\J011P1 l I IL o STATE OF A. RL S ZORIT . E Luis R. Lomas P.E. FL NO.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERI( BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS _ 2 1/2" MIN. EDGE DISTANCE °a 1 1/4" MIN. ° d a a a EMBEDMENT d I 1/4" MAX. 'Ia SHIM SPACE 1"— 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE d ° d VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS ° OPTIONAL 1 X BUCK ° v SEE NOTES 3 — 7 e° SHEET 1 3/16" TAPCON a ° o° a 2 1/2" MIN. ° c EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED E REVISED PER NEW REQUIREMENTS 12/26/17 R.L. 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY 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 INTERIOR VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ INSTALLATION DETAILS DRAWN: DWG NO. R.L. 08-00206 SCALE NTS DATE 07/25/07 SHEETS OF $ L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@lrlomaspe.com EXTERIOR SIGNED: 1212712017 P,1 l I IL ��; STATE OF •�� RL 'rFs <QRIOP: G1�� E '-V ONA1.00�`� Luis R. Lomas P.E. FL NO.: 62514