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Home My WebLink AboutPRODUCT APPROVAL WINDOW DOUBLE HUNG4/5/2021 Florida Building Cade Online Professional ra Bc_is Home f Log In I User Registration I Hot Topics SubmR Surcharge Stats & Facts Publications I Contact Us BCIS Site Map I Links I 'Search ba Product Approval pr Y USER: Public user Product Approval Menu } Pratluct or AQollcab'ort Search > Appfica[ion List Appllcatlon Hst°ry > Application Detail FL # M' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Finall 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 FL9333-R14 Revision 2020 Approved `Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. VI Win Tech 2400 Irvin Cobb Drive Paducah, KY 42003 (270)538-4431 swheeler@viwintech.com Steven Wheeler swheelerCa viwintech.com Steve Wheeler 2400 Irvin Cobb Dr Paducah, KY 47003 (270)538-4431 swheeler@viwi ntech.com Ronnie WIlliams 2400 Irvin Cobb Dr Paducah, KY 42003 (270) 538-4437 rwllliams@viwintech.com Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute Scott Walters, PE Validation Checklist - Hardcopy Received Standard Year AAMA/W DMA/CSA/101.1/T.S.S/A440 2008 ASTM E1886-13a 2013 ASTM E1996-14a 2014 TAS 201/202/203 1994 Florida Licensed Professional Engineer or Architect FL9333 R14 Eauiv FL9333 Equivalency_p ff https:IA&mw.floridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDgt%2fAIdUdyTLMaF3d8B7QskeTLROObTNJ4yEuGwUUPb%2bEw*/o3d%3d 1/2 4/512021 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/30/2020 Date Validated 12/31/2020 Date Pending FBC Approval Date Approved 01/08/2021 Summary of products FL # Model, Number or Name Description 9333.1 5100 DH Non -Impact HVHZ 5100 DH Non -Impact HVHZ 52 x 75 Limits of Use Certification Agency CertHlcate Approved for use In HVHZ: Yes FL9333 R14 C CAC NIO10803-R4 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2023 Design Pressure: +60/-60 Installation Instructions Other: GLASS COMPLIES WITH ASTM E1300-04. FRAME FL 2333 R14 II 08-01317C.odf MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD. Verified By: LUIS Roberta 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 St. 5100 1 DH 5275 Shoreline 5100 Double Hung Window, Impact Rated, 52 x 75. 11-1170. lamb Install method. Limits of Use ''. Certification Agency Certificate Approved for use in HVHZ: Yes FL9333 R14 C CAC N1008081-P.8 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2023 Design Pressure: +70/-70 Installation Instructions Other: When used in HVHZ color of frames to be WHITE only FU;33 R14 II 08-00206E 510ODtj IMP Install pdf rigid PVC. GLASS COMPLIES WITH ASTM E1300-04. FRAME Verified By: Luis R. Lomas, P.E. 62514 MATERIAL TO BE RIGID PVC FROM VISION EXTRUSIONS LTD. Created by Independent Third Party: Yes AAMA CERTIFIED (VEX-1)."NOT TO BE INSIAIIED 30' OR Evaluation Reports HIGHER ABOVE GROUND LEVEL" - GLASS INTERLAYER EL9333 R34 AE 510926F - 510ODH IMP val ation �If COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR kURARAY INTERLAYERS - "Safety Glass on outside pane required In HVHZ zones" nav'h Next Contact Us:: 2691 slab Stone Road Tallahassee FL 32399 Phone: 850-487-IS24 The State of Honda is an AA/EEO employer. Co11yd h 200 -2013 Star f Fl id :: Priacv Statement :: Accsslhll'ty. Statement :: Refund Statement Under Fiodda law, email addresses are public records. If you do not want your a -mall address released In response to a puhlic-records request, do not send electronic mall t0 this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant ro Section 455.275(1), Honda 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 annals promded may be used for official communication with the Ikensee. 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 avallable to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® Cl ® __ Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pamm= GEVXQwtDqta/o2fA[dUdyTLMaF3d8B7QskeTLROObTNJ4yEuGwUUFb%2bEwa%o3d%3d 212 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI008081-118 DATE: 06/03/2007 CERTIFICATION PROGRAM: Structural COMPANY: WiWinTech CODE: 583-1 REVISION DATE: 04/03/2019 To verify that the "Notice of Product Certification" is valid, please visit www.NANUCertification.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. ANAMIapproved certification label must beappliedtothe product toclaim 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 Hung Prime Window Paducah, KY 42003-0588 Configuration: X(X Glazing: IG-1/8" Annealed Glass/Lammate-1/8" Annealed Glass/0.090"DuPont ButaciteT) PVC/ 1/8" Annealed Glass Frame: W-1320mm(52") H-1900mm(75") Sash: W-1250mm(49.25") II-930mm(36.63") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 H-1170 1320 x 1900 (52 x 75) ASTM E1886-05/E1996-04 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-I 10-10728-1/110-10728-2/110-10728-3 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 Woodford Rd Lewisville, NC 27023 434-688-0609 Manufacturer: Viwintech 2400 Irvin Cobb Drive Paducah, KV 42003-0588 Product Line: Shoreline Double Hung 5100 - Impact Engineering Evaluation Report Report No.: 510926F Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document drawing number 08-00206, 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 AAMAANDMA/CASA 101/I.8.2/A440-05 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 E18861 E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, ±70.0 psf design pressure 4. Test report No.: NCTL-110-10728-3 signed and sealed by Robert H. Zeiders, 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 1/2"x 29 1/2" • Units must be glazed per ASTM El300-04/09 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 borne 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). \% R 1 //J1 1 Of \\\\�\S • . U� �// v••�\CENs�•'9d,% *, 0 51 •: TE OF •�� Luis R. Lomas, P.E. FL No.: 62514 12/26/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING -HE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED -0 IROPERLY TRANSFER ALL LOADS TO STRJCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHTECT 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 MANJFACTURER'S PJ3US^:ED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE CR OTHER STRUCTURAI- SUBS -RATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1--1/2" OR GREATER, DUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD DUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. S. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST 3E SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHAL_ EXTEND BEYOND WNDOW INIERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FCR 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 LOCA-ED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURAT.'ON FACTOR C,1.6 WAS USED FOR WOOD ANCHOR CALCJ:ATIONS. 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 RFQUIR=_D FOR 'HIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE �10 4000 SCREWS WITH SUFFICIEN` LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN A ELEVATIONS AND INSTALLATION DETAILS, TABLE OF CONTENTS SHEET NO DESCRIPTION NOTES z ELEVATION & GLAZING DETAIL 3 8 I INSTAI ATInII nrrnRE 4_ryI5pN5 DEMRIP]aa oniE nPPROV'_➢ E RLV6EI PER NEW REQUIREMENTS 12/26/1) R.L. 15. FOR ANCHORING -HROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCCNS WITH SJFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO S'J9STRATE WITH 2 1/2" MINIMJM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND NSTALLA"ION DETAILS. '6. FOR ANCHORING THRCUCH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE. 3 THREADS MINIMUM BEYOND STRUCTGRE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAL'.ATION DETAILS. 17. ALL FASTENERS -0 BE CORROSION RESISTANT. 18. 'NSTALLA-ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANJFACT'JRER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGT�S LESS THAN THE MIVIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,300 PSI. C. MASONRY. HOLLOW/FILLED BLOCK PER ASTM C90 WITH VIT-2,000PS1 MINIMUM, C. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSi/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI 1/8" THICK MINIMJM SIGNED: 12/27/2017 VIWIN TECH WINDOWS AND DOORS 2400 BDRIVE PADUCAH, KY42003 SHORELINE DOUBLE HUNG WINDOW 5100 z*• p 52" X 75" IMPACT HVHZ NOTES• T ATI DRAWN: RwG No. REJ i0�•. R.L. 08-00206 F �QIcS,0"OR NTS Dare 07/25/07 s"�T1 OF 6 1A/lll11l 1110\ C. ROBEgT0 LOMDS P E 1432 vmooFORO RO LEWsvace, NO 27023 Luis R. Lomas P.E. 434688-0609 Hjornas@,l aepacym FL NO.: 62514 FI HI J2 MAX FRAME WIDTH 6" MAX 13 1 2' ,F"llr MAX O.C. 6' MAX 7/ 7X L 12 3/4" MAX O.C. 75" AAX 2AME HT � 6" MAX I SL 5100 i DH 5275 EXTERIOR VIEW E" MAX DESIGN PRESSURE RA TING I IMPACTRATING t70.OPSF LARGE MISSILE IMPACT 52' X75" UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOTEXCEED 27.1 PT'+ P.5 ON5 REV 06CRI'IRN ppiE gppgpV£p E REVISED PER NEW REQUIREMENTS 12/26/11 RL. 7/8" — 1/8" ANN 1/8" ANN — .090" EVE BY KURARAY XL EDGE SPACER — 1/8" ANN 2C1 STAINLESS STEEL DESICCANT FILLEC BY CARD I NAL e Fm)R I I IAf�, INItRIOR 5/5" BIrE NCI DDW 995 II'rVOWJ N SEALANT GLAZING DETAIL SE71NO B-OCK 1261'..-00110 3' IAMATEK EGO PVC 65 CUROMETER VIWIN TECH WINDOWS AND DOORS 2400 IRVIN COBB DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ ELEVATION pR.N: wrc uo. RE R.L. 08-00206 E SlgLE NTS I WE 07/25/07 s"EU2 OF 8 L. ROBERTO LOWS P.E. ;Al? WOOOEORO RD LEWISVILLE NC 2702 SIGNED: 1212712017 XNN\n1 R I r[ n�A/i, Luis R. Lomas P.E. FL No.: 62514 IN Rensarvs EDGE DISTANCE DISTANCE WOOD FRAMINGd1iE rzLv DrxalPnory pPPPWEO DR 2X BJCK rE REVISED PER NEW REQUIREMENTS 12/26/17 R.L BY OTHERS 1 1/4" MIN. EMBEDMENT 1 BACKER ROD 1/4" MAX I J & APPROVEEALANT SHII A SPACE L ]. #10 WOOD SCREW 1 EMBI EUMENT � � SHIM SPACE 2 EDGEMIN.\/ p � INTERIOR C STANCE EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS _VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR SC TO BF SET IN A BED OF APPROVED SEALANT 4" MAX. M SPACE q10 WORD 'ql� SCREW 0 0 WOOD -RAM NO OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL W000 FRAMING OR 2X BUCK INSTALLATION NOTES' 1, INTERIOR AND EXTERIOR FINISHES, BVOTHERS, NOT SHOWN FOR CLARITY 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 1212712017 VIWIN TECH DOORS 1t0 2400 IRVINDOWS CCOBB DRIVE PADUCA H, KY 42003 \\\\\\SttR vJ , p ti E 9R.9iP \.� 2*� p 6��• y�? SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ - INSTALLATION DETAILS �� PD�E OF •rV� i•� '�( P.' oanwu. D. rvo. FEv R.L. DB-00206 E � � L O` '/a 11NAj10 \ NAL scnlE NTS Dns 07/Z5/07 " 3 OF 6 L. POSERTO LOWS PE "132 WOODFORD RO LEWISVILLE, NO 27023 Luis R. Lomos P.E. 43468e0609 momascmvmmaspe.mm FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT M RAL STRUCTURE BY OTHERS 3/4" MIN EDS_ DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 0 SMS OR LF DRI�LINC REW INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALAN" 1/1" MAX. S4'M SPACE L 3/4" MI EDGE DISTI T- #10 SMS OR SELF DRILLING SCREWS ME -A[ STRUCTJRE B OTHERS I� 1/4" MAX. — SHIM SPACE REVISION5 ^� oscxr nox Dare eavxw�o E RLVISE] PER NEW REOUIREMENiS 12/26/P R.L. '?)OR tw ltHlUH & APPROVED SFA'ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWN FOR CLARITY 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM 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 owwu: owc uo. R.L. 08-00206 muE NTS °A ` 07/25/07 s.LE14 OF 8 L. ROPERTO LO S P F_ 1432 WtbDFORD RD LEWISVILLE, NC27023 43466E-0609 ftfIH,@Momaa,Hwm SIGNED: 1212712017 5p r EE Af qF( qiP Luls R. Lomas P.E. FL No.: 62514 2 "/2" MIN. EDGE DISTANCE CONCRETE/MASONRY jam. BY OTHERS a e - 1 1/4" MIN. CPT.ONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 SACKER ROD & APPROVED 1/4" MAX. SEALANT �r�-�.� SHIM SPACE EXTERIOR HACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT '14" MAX. SHIM SPACE a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RcwsoNs ren BLscalnoN Dare uvreov=o E REVISED PER NCW REOUIRE.ENTS 12/Z6/P R.L. 1 1/4" MIN. _i 1/4" MAX. EMBEDMEN SHIM SPACE CONDRE—E/MASONRY BY OTHERS OPTIONAL 1X BUCK 1 SEE NOTES 3 — 7 SHEET 1 INTERIOR 3/16" TAPCON 2 1/2 I O M O EDGE DISTANCE BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE-ASONRY INSTAL CATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED.: 1212712017 VWN 2ECH DODOORS R'Ir/7 Lo, 400 IRVNCOBB DRIVE \g PADUCAH. KY 42003 *X�Ep&-'.1X SHORELINE DOUBLE HUNG WINDOW 51010 52" X 75' IMPACT HVHZ = *� o BZ6 • _ '� INSTALLATION DETAILS •ey` 13 TAT OF10 DROWN: Bwc vo. RSv iiZ R10'; R.L. Da 500206 E /,/isLONAl1E�` scue NTS °4iE 07/25/07 5 OF 8 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NO 27OX Lp15 R. LOTas P.E. wa sse-osos nnmas�eromaspe.mm FL No.: 52514 WCCC FRAMING 'IE MIN. OR 2X BUCK EDGE DISTANCE By OTHERS BACKER ROD 1 1/4" MIN. & APPROVED EMBFDMENT 5 EA -ANT EXTERIOR I BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK By OTHERS 1/4" MAX. , SHIM SPACE - PC WOOD SCREW VLN TIGAL GHUSS SECTION WOOD FRAMING OR 2XBUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING OR 2X BUCK By OTHERS #lD WOOD SCREW REVISIONS Rsv D..VIlIoN DATE Aavaweo F I REVI5ED P=R NEW REQUIREMENTS 1/4" MAX. SHIM SPACE 1MIN, EDGE D DISTANCE INTERIOR . r INTERIOR BACKER ROD u u & APPROVED o SEA ANT — — �EXTERlOA JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX. M SPACE NOTES' I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCOROANCE WITHASTME2112 SIGNED.: 1212712017 DDOORS VIWIN TECHzaoD 111/o/ IRVIWNNDCDOBB DRIVEWS ``pg11� PADUCAH. KY 42003 `�V p ry E 9R 9'P SHORELINE DOUBLE HUNG WINDOW 5100 •'�,� *� a 5 *= 52" % 75" IMPACT HVHZ — = INSTALLATION DETAILS ZA , TAT OF DRAwu. mvc N. REV O • ,{� %�Fi4 ,F•<ORM R.L. scA.S DATs 08-00206 E /s O;W'* NNN\ NTS 07/25/07 SIIEAT6 OF 8 LACES TO LOMAS ftE Inaz wC]ODFORD RD LEWIS✓ILLE. NU 2M22 Luis R. Lomas P.E. eso-ASS DRos momae�rnomaspe.con FL No.: 62514 METAL 3/4" MIN STRUCTURE "DUE DISTANCE BY OTHERS �r r 1/4" MAX. APPROVE) SEALANT SHIM SPACE EXTERIOR #10 SMS OR SELF DRILLING WREW INTERIOR $10 SMS OR SELF DRILLING SCREWS 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR REVISIONS R[v DEScwIPnoN N`7 APP ED REVISED PER NEW REOU'IRE9ENTS 12/26/11R.L. BACKER ROD EXTERIOR & A?PROVED SEALANT SILL TO BE SE? 'n �I IN A BED OF JAMB INSTALLATION DETAIL APPROVED SEALANT METALSTRUCTUREINSTALLARON /4" MAX. SHIM SPACE BACKER ROD A & APPROVED Iu sEauNr METAL VERTICAL CROSS SECTION STRUCTURE METAL STRUCTURE INSTALLATION B� OTHERS NOTES 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOV/N FOR CLARITY 2 PERIMETER AND JOINTSEALANTBY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 VIWIN TECH WINDOWS AND DOORS 2400 IRVIN CORE DRIVE PADUCAH, KY 42003 SHORELINE DOUBLE HUNG WINDOW 5100 52" X 75" IMPACT HVHZ INSTALLATION DETAILS DNAwr.: MG NO R.L. 08-00206 SCALE NTS IlE 07/25/07 1 'NR`7 OF 8 L. ROBERTO LOMAS RE. 1432 WOOOFORO BD LEMSVILLE, NO MIVj <94686-0609 rllwnas@manesce.com SIGNED: 1212712017 1n1111111"' Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY Ir 2 1/2 MIN. _ BY OTHERS EDGE DISTANCE �G OPTIONAL 1X BJCK a SEE NOTES 3 — 7 ° SHER 1 BACKER ROD & APPROVED SEALANT EXTERI a 1 1/4" MIN. EMBEDMENT a I I 1/4•" MAX. SHIM S?ACE 3/16" TAPCON INTERIOR 11 SILL TO OE SET 1 �' N A BEO OF APPROVED SEALANT BACKER ft0O & APPROVED SHIM SPACE SEALANT I OPTIONAL 1X BJCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY VERTICAL CROSS SECTION BY OTHERS CONCRETE'h4ASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY C?HERS OPTIONAL iX BUCK SEE NOES 3 — 7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE OIS'ANCE 1 i RMSIONS RW NESLP!pTON E R'cVISEp PER NEW REOIL REMEYIS MAX. r SHIM SPACE BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINTSEALANT BYOTH£RS TO BE DESIGNED 1NACCOROANCE 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 7N'. D1yG Aq_ R.L. 106-00205 scA,c NTS I DATE 07/25/07 "MB OF 8 L ROBERTO LOMAS P.E 1L32 WOODI'DRO RO LEWISVILLE. NO 2N23 a34-68e-0809 di m,PgLlonzsco EXTERIOR W1E APPRR D 12/26/17 ;R— SIGNED: 1212712017 *• .AI1o..62671 °.* Luis R. Lomas P.E. FL No.: 62514