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Home My WebLink About Product Approval Morida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications Contact Us Q{y p Product Approval USER:Public User �� n xvrti__x EWED FOR Product Approval Menu>Product or Application Search>Application List>Application Detail ®®E COMPLIANCE ®C FL# FL R7 ST. LUCIE COUNTY , Application Type Revision vision 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 hM Product Manufacturer Viwinco Inc. Address/Phone/Email P.O. Box 499 Morgantown,PA 19543 (610)286-8884 Sbarnes@Viwinco.com Authorized Signature Nathan Krebs nkrebs@viwinco.com Technical Representative - Skyler Barnes Address/Phone/Email P.O. Box 499 Morgantown,PA 19543 (610)286-8140 sbarnes@viwinco.com Quality Assurance Representative Nathan Krebs Address/Phone/Email 851 Hemlock Road Morgantown,PA 19543 (610)286-8145 nkrebs@viwinco.com Category Windows Subcategory Fixed 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/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2017 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2017 Equivalence of Product Standards .Certified By hlftps://www.floridabuilding.org/pr/pr_app dtl.aspx?pdram--wGEVXQwtDqvKmQdIOUt... 12/20/2021 Florida Building Code Online Page 2 of,-2 Product Approval Method' Method 1 Option A Date Submitted 10/05/2020 Date Validated 01/06/2021 Date Pending FBC Approval Date Approved 01/12/2021 Summary of Products FL# Model,Number or Name Description 15578.1. OceanView Impact Casement OceanView Impact Casement Picture Window 72"x 72" Picture Window 72"x 72" Limits of Use - Certification Agency Certificate Approved for use in HVHZ:No FL15578 R7 C CAC 464-240 C1R2.Ddf Approved for use outside HVHZ:Yes FL15578 R7 C CAC 464-417 C4RO.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 01/10/2024 Other: Installation Instructions FL15578 R7 II 08-02827.Ddf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15578 R7 AE 513622A.12df Created by Independent Third Party:Yes 15578.2 Signature/Viwinco Impact Fixed Signature/Viwinco Impact Fixed-72"x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL155E/E R7 C C!<1C h6*7z117 (5RO,pdf Approved for use outside HVHZ:Yes FL15578 R7 C CAC 464-251 COR2.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 06/15/2022 Other:FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FL15578 R7 II 08-01472B.Ddf Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15578 R7 AE 512096C..p4f Created by Independent Third Party:Yes Back NexC 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 hem. Product Approval Accepts: ® eCtrece MT Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvKmQdlOUt... 12/20/2021 L. Roberto Lomas P.E. Engineering Evaluation Report 9 9 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 512096C 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Viwinco, Inc. Morgantown Business Park P.O.Box 499 Morgantown,PA 19543 Product Line: Signature/Viwinco Impact Fixed 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 08-01472 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI-73934.01-109-47 signed and sealed by Michael D. Stremmel, P.E. 3. Architectural Testing Inc.,York, PA. AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: ±55.Opsf Water penetration resistance 12.Opsf 4. . Report No.:ATI-12478.01-109-47 signed by Timothy J. McGill. Intertek, York, PA ASTM El886/El996 Large Missile Impact, Level D,Wind Zone 3 Cyclic Load Test,±60.Opsf design pressure 5. Anchor calculations, report number 512096-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.Opsf • Maximum unit size: 72"x 72" • Units must be glazed per ASTM El300, see installation instructions for glass details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-01472 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 product(s). �, •v�C. Ns�.cP- &AP51,4' fi40RIDS' 1 of 1 s/QNA 11��\\\\ FL No.:62514 12/23/2020 Document Title: Doc No: FIRM B1-43 Rev No: 4 Page: 1 of: Impact Performance 1 FYST®NP Certification C(iRTI FIC ATION£3,INC. Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 464 - 251 Issue Date: 6/15/2018 Revision Date: 10/29/2020 Expiration Date: 6/15/2022 Company Code: 464 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: Viwinco, Inc. Model: SignatureNiwinco Impact Fixed 851 Hemlock Rd, Morgantown Business Par Operator Type: FW Morgantown, PA 19543-0499 Config: No, GS-7/32"Ann Lami IG USA Max Width: 72 Max Height: 72 Corresponding Structural CARs: 464-117 Referenced Standard: Product Rating: ASTM E1886-13a, ASTM E1996-14a Missile Level D,Wind Zone 3 DP+-60, 72x72 Qualifying Test Information: Test Report No: ATI-12478.01-109-47 Test Report Expiration: 6/15/2022 Authorized Signature: Keystone Certifications, Inc. 2020.1 0.29� 145 Limekiln Rd., Suite 100B N KEYSTONg ew Cumberland, Pennsylvania 17070� SIN' 1 1 . � � Phone: 717-932-8500 .4g. _�4 �� Fax: 717-932-8501 W W W.KEYSTO N ECERTS.COM REV4lON5 REV DESatmRON ONE IPPAOVEO A REVLSED PER NEW CODE 1 REVISED2/O4/14 R.L B PER NEW TESTING 11/24/2020 R.L. NOTES: 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4•MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16•TAP WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4•MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED DETAILS. THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION 17•FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF INSTRUCTIONS.ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, DRILLING SCREWS WITH SUFFICIENT LENGTH ACHIEVE 3 THREADS MINIMUM BEYOND CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL LOCATE ANCHORSS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2.OR GREATER, BUCK SHALL BE SECURELY 18.ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A.WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT D.METAL STRUCTURE: STEEL 18CA(.048' FY-33KS1/FU=52KSI OR IS PROVIDED. ALUMINUM 6063—T5 FU=3OKSI .048•THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.GEOMETRIC SHAPES ARE ALSO APPROVED.APPROVED GEOMETRIC SHAPES DIMENSIONS EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16.OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. IN SHEET 2. 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 3 FOR GLASS DETAILS. 13.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 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:1212312020 VIWINCO INC. \VkLLIII INTuij 851 HEMLOCK RD MORGANTOWN. PA 19543 �`r•��G ENy.�.'9U,i� SIGNATURE/VIWINCO IMPACT FIXED _*.•p�v�I•'0 �51WINDOW m/t.�r�t= NOTES TAT OF TABLE OF CONTENTS OpAy 0wc xo. REv '�FS;°C OR10Q: L- 6 DESCRIPTION sA�S. �� 08-001ET472 e VATION,ANCHORING AND NOTES NTS 03/OS/12 1 OF 6 OSS SECTIONS AND B.O.M. LROBERTOLOMASP.E. Luis R. Lomas P.E. I482W000FORDRDLSMVULE,NC27M FL No.: 62514 TALLATION DETAILS dsdree osos momas@o-lma�we.can l �I m ON W E A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. 72"MAX FRAME WIDTH 72' MAX. FRAME WIDTH 6" 1"MAX 6"MAX. 10" 6"MAX. f-r MAX O.C. � I I MAX. O.C. 1"MAX _ 6" MAX: -T 10" 6" / MAX MAX O.C. / O.C. 72" 72" MAX MAX. FRAME FRAME / HEIGHT / � HEIGHT - - SIGNATURENIWINCO IMPACT FIXED SIGNATUREJVIWINCO IMPACT FIXED, EXTERIOR VIEW EXTERIOR VIEW FRAME FIN INSTALLATION FLUSH INSTALLATION DESIGN PRESSURE RATING 1MPACTR4TING t55.OPSF LARGEANDSMALL SIGNED:1212312020 MISSILEIMPACT VIWINCO INC. IIII!/T7j MISSILE LEVEL D.WINDZONE3 851 HEMLOCK RD `\\\\5 R••L0 /�/i 70X72•UNITSHOWN,OTHER SIZES APPROVED AS MORGANTOWN, PA 19543 �r•�\GENS�.9S LONG AS FRAMEAREA DOES NOTEXCEED 36 FT2 _ SIGNATURE/VIWINCO IMPACT FIXED p*• o �57�5'W�*= WINDOW _•flFE NOTES: ELEVATIONS �po•• TAT OF �\ 1. D.L0.:6612•X6612' - Dluwx: mW. RLV i'n 'c(ORtOP•�� as. 08-01472 a ��%sS/DNAI ECG` scuE NTS 1o7 03/05/12 1�2 OF 6 IIIIII II I111�� LRODERTOLOMASP.E Luis R. Lomas P.E. I4 WOODFORDRDLEW/SVILLE,NC27023 FL No.: 62514 034-688-0609 'fb—@kb— — PARTS LIST nLvisons NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL I t REV 0csa�IioR MR:1 8915 FME 0—rIiml, PYC A REVISED PER NEW CODE 12/04/14JRL 2 5846 GUSING BEAD De—ninck PVC IN4RI.R8 REVISED PER NEW TESTING 11/24/20 3 7940 WEEP HOLE COVER Ashland PVC 4 7240T SEMNG BLOCKS TB Philly VINYLED 5 3462 SILICONE DOW(TB PHILLY) SNCONE a -1E a4 HORIZONTAL SECTION EXTERIOR INTERIOR 15/16- 1/8•ANN. 5 2 .100"SG BY KURARAY 1/8"ANN. 1/8"TEMP. EXTERIOR REINFORCED BUTYL SPACER SYSTEM R 4 1/2•BITE N INTERIOR a STRUCTURAL SEALANT SETTING BLOCK DOW INSTAGLAZE 3 a GLAZING DETAIL t VERTICAL SECTION SIGNED:12/23/2020 OPTIONAL FIN FRAME a 1/t6" VIWINCO INC. �\u17LI111Ilr 851 HEMLOCK RD �\\\\5 R LOW 4 1/16"� MORGANTOWN, PA 19543 ��.,J•• GEN,p�'9s�� SIGNATURE/VIWINCO IMPACT FIXED 0,,612611��RtT' *- 4 1/ DOW 16' S SECT A E :rv= L CROSS SECTIONS TAT OF 7/8" 2 13/16" ORAm 0rc R0. RLV O�F•FCORIOP �� --I 11/i6" NTS an:03/OS/12 OSJ'W32 OF 6 B /OrylAI L1�NG\�� Glazing Bead Frame Frame(Nailing Fin) L ROSERTOLCA P.E VINYL PVC.061 THICK VINYL PVC.078 THICK VINYL PVC.078 THICK Ia WDOOMRD RD LEWISVILLE.NC27023 Luis R. Lomas P.E. ��.�y tiy,� ,� FL No.: 62514 1/2"MIN. _ 0� EDGE DISTANCE 1/2 MIN. Rcv ors�noN wrz bvwrwrn EDGE DISTANCE WOOD FRAMING METAL A REVISED PER NEW CODE 12/04/14 R.L OR 2X BUCK STRUCTURE B REVISED PER NEW TESTING 11/24/2020 R.L. BY OTHERS 1 1/4•MIN BY OTHERS EMBEDMENT APPROVED I/4.MAX APPROVED O ❑ 1/4"MAX. SEALANT SHIM SPACE SEALANT SHIM SPACE cv y10 WOOD NOTES: SCREW e r INTERIORAND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN FOR CLARITY. y10 SMS OR SELF DRILLING EXTERIOR INTERIOR SCREW EXTERIOR NTERIOR y10 CREW N SCREW CP1 y10 SMS OR SELF DRILLING SCREW APPROVED _ APPROVED SEALANT 1/4 MAX. SEALANT UFSHIM SPACE 1/4"MAX. Q 0 SHIM SPACE WOOD FRAMING MIN. METAL OR 2X BUCK STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 1/2"MIN EDGE DISTANCE 1^�'1/2"MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA7ION METAL STRUCTURE INSTALLATION 1 1/4"MIN. 1/4"MAX. 1/4"MAX. EMBEDMENT SHIM SPACE SHIM SPACE 1/2"M` IN 1/E MIN. EDGE SIGNED:1212312020 EDGE DISTANCE DISTANCE INTEg10R INTERIOR VIWINCO INC. ��AA7+1I IrrTT/� 851 HEMLOCK RD ``��J�S R• CptlAii�� y y10 W OD SCREW MORGANTOWN. PA 19543 . pENSF 10 SMS OR SELF DRIWNG SIGNATURE/VIWINCO IMPACT FIXED =*• 0 5 'k= SCREWS WINDOW =v�l METAL 1 WOOD OR 2%BUCK \ INSTALLATION DETAILS �p• TAT OF �\ BYR OTHERS EXTERIOR BY OTHERS EXTERIOR Oxc No. aLv i��FS:cCOR1D1;Ca�� APPROVED APPROVED scv[ �� OS-90�iT472 SEALANT SEALANT NTS 03/05/12 4 OF 6 JAMBINSTALLATIONDETAIL JAMB INSTALLATION DETAIL LROBERTOLW f492 WOODFOflD flOLEWISIASP.EE,NC 17023 Luis R. Lomas P.E. V/D METAL STRUCTURE INSTALLATION WOOD FRAMING OA2X BUCKINSTALLAA FL No.: 62514ON axeeee-osov rmmasrgnlmruspe.mn 2'MIN. 0� EDGE DISTANCE RLY ocsclaPnox M1E APeaoKn CONCRETE/MASONRY A REVISED PER NEW CODE 12/04/14 R.L. BY OTHERS B REVISED PER NEW TESTING 11/24/2020 R.L. •< 1 1/4'MIN. OPTIONAL 1X BUCK •4•' EMBEDMENT 1 1/4'MIN. TO BE PROPERLY -SECURED EMBEDMENT SEE NOTE 3 SHEET 1 1 CONCRETE/MASONRY BY OTHERS APPROVED 1/q�MAX. OPTIONAL 1X BUCK 1/4'MAX. SEALANT SHIM SPACE TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 3/16'TAPCON 3/16'TAPCON INTERIOR EXTERIOR INTERIOR Q 3/16"TAPCON 2' MIN. Q EDGE APPROVED DISTANCE ' SEALABUCKNT I EXTERIOR 1/4'MAX. 11 APPROVED OPTIONAL SHIM SPACE SEALANT R TO BE PROPERLY SECURED JAMB INSTALLATION DETAIL SEE NOTE 3 SHEET 1 CONCRETEWSONRY INSTALLATION CONCRETE/MASONRY BY OTHERS 3 . 1/4'MIN. EMBEDMENT 4 .. NOTE: INTERIOR AND EXTERIOR FINISHES,BYOTHERS,NOT SHOWN FOR CLARITY. 2'MIN. SIGNED:1212312020 EDGE DISTANCE CO VERTICAL CROSS SECTION INC. CONCRETE"SONRY INSTALLATION 851 H HEMLEMLOCK RD `\�\J\S,• 04J/// . MORGANTOWN• PA 19543 ��,�•�\G ENS�.'9S/�� SIGNATURE/VIWINCO IMPACT FIXED _*�•�I 0 5y't' .*= WINDOW ( LOFx�7� INSTALLATION DETAILS i0�/••-3�ATE OF oR�m Orc xo. RN O; [ORIOP G\�\ scut: w1E OB-01472 B // NA 11E�\�� NTS 03/OS/12 5 OF 6 LROBERTOLOMASP.E Luis R. Lomas P.E. 1442 NOODFORD RB LEWISVILE NO 27BZ1 FL No.: 62$14 aaacexasoe mo•u.�sbma�.®x rsLvmoRs REV OLSOUVIION MlE N+PFOVEp 1 1/4"MIN. A REVISED PER NEW CODE 12/04/14 R.L. EMBEDMENT B REVISED PER NEW TESTING 11/24/20201 R.L. P8 WOOD WOOD SCREW FRAMING - BY OTHERS 1/4"MAX. SHIM SPACE , 7/16"MIN EDGE DISTANCE a WOOD FRAMING ,{ 1/4 MAX BY OTHERS I SHIM SPACE a #B WOOD SCREW 4 _ a i 1/4 INTERIOR MIN. EXTERIOR INTERIOR EMBEDMENT JDF' Sl Q 7/16"MIN EDGE DISTANCE 17 EXTERIOR HIM SPACE S1/4 MAX I- JAMB INSTALLATION DETAIL (� - WOOD FRAMING OR 2K BUCK INSTALLATION 7/16" MIN EDGE DISTANCE #8 WOOD WOOD NOTE ' SCREW 1 7/4"MIN. BY OTHERS INTERIORAND EXTERIOR FINISHES,BYOTHERS,NOT EMBEDMENT SHOWN FOR CLARITY. SIGNED:1212312020 VERTICAL CROSS SECTION WOOD FRAMING OR 2XBUCK INSTALLATION VIWINCO INC. \\\\1� N //�i 851 HEMLOCK RD �� 5.R LO�j7j� MORGANTOWN• PA 19543 ��v•��GENSF 9iP%_ SIGNATURE/VIWINCO IMPACT FIXED : 0y,68}�6}A' *= WINDOW INSTALLATION DETAILS + AT OF tu_� puw1: owc Ro. REV O•<C FCORIOP•�� scut oA1E OB-01E1472 8 �777SS�ONA`1��G�\• NTS 03/05/12 6 OF 6 L.ROBERTOLOMASP.E Luis R. Lomas P.E. PW WOODFORD RDLEWISWLLF NC27023 FL No.: 62514 430EBB-0609 Nartus@Lbmaspe.mm Alk