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Home My WebLink AboutProduct Approval PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information Owner: James Sebree&Viola Milliord Wind Zone: 170 MPH. Address: 6613 Eastwood Dr Exposure Category: C Fort Pierce,FL 34951 Minimum Building Dimension: 30 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location f Device F Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(pso 1 Int 35 36 7 37.8 -41.0 -- --- ----- --- - ---...---- ------------— - ------ - -- 2 Int 36 37 7 37.8 -41.0 3 Int 50 35 7 37.3 -40.5 4 End 52 36 7 37.2 -49.3 ---- ......... .....--_. ..................----- ..._ ........... __ .._.-_ ..............----.. . 5 Int 73 49 7 35.6 -38.8 ......... .--- _.._...._ --- - _...... ---- .__..- . - - 6 Int 73 49 7 35.6 38.8 -- ---.................. -- --- - 7 Int 52 36 7 37.2 -40.4 8 Int 52 37 7 ----- 37.1 -40.3 - - - - -._........._. -- - --- --------- --- - --- --- 9 Int 52 37 7 37.1 -40.3 _..... --...................................----- ........._.._..-------...._..........._....- --..._.._.- _.._...- --- — 10 Int 52 49 7 36.4 -39.6 — ........._ _ _......_. _..__ .........._ .. -.___ . ......... ........-_ ......... .----- ......... ..----..- ._.. ....... ....--- -- 11 Int 52 49 7 36.4 -39.6 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 MUTM- ® • - s - 4 611121 ril I o I Rg" - • A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED MULLION ( ) (-)PSF ( ) (-)PSF SIZE DIMENSIONS REQ Y/N REQ Y/N/NA 1 Int Window 7/8"LamilG FL15781.6 50 50 37.8 -41.0 73x63 35x36 No No 2 Int Window 7/8"LamilG FL15781.6 50 50 37.8 -41.0 73 x 63 3607 No No 3 Int Window 7/8"LamilG FL15781.6 50 50 37.3 -40.5 73 x 63 5005 No No 4 End Window 7/8"LamilG FL15781.6 50 50 37.2 -49.3 73 x 63 5206 No No 5 Int Window 7/8"Lam1IG FL15781.6 50 50 35.6 -38.8 73 x 63 73x49 No No 6 Int Window 7/8"LamilG FL15781.6 50 50 35.6 -38.8 73 x 63 73x49 No No 7 Int Window 7/8"LamilG FL15781.6 50 50 37.2 -40.4 73 x 63 5206 No No 8 Int Window 7/8"LamilG FL15781.6 50 50 37.1 -40.3 73 x 63 5207 No No 9 Int Window 7/8"LamilG FL15781.6 50 50 37.1 -40.3 73x63 5207 No No 10 Int Window 7/8"LamilG FL15781.6 50 50 36.4 -39.6 73 x 63 52x49 No No 11 Int Window 7/8"LamilG FL15781.6 50 50 36.4 -39.6 73 x 63 52x49 No No 7/4/2015 Florida Building Code Online 6� � LIT: .. �iprda��t=}7d'rtme,iH BCIS Home ` Log In User Registration Hot Topics Submit Surcharge stats&Facts Publications !. FBC Staff BCIS Site Map i Links Search B u s i n e s �,` Professional + ►USER: P tApprDval y„�;' USER: Public User Regulation I.. Product Aooroval Menu>Product or Application Search>Application List>Application Detail aFr� s FL# FL15781-R5 �f a Application Type Revision Code Version 2014 Application Status Approved Comments APR Q 5 2096 Archived '�4 9� L�! PER�iITTIRlC Product Manufacturer Soft-Lite LLC St. Lucie County, FL Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 Ext 1109 jtinker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory QHorizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan]. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code hftpsl/floridabuilding.org/pr/pr_app dol.aspx?param=wGEVXQwtDgt3eiSA]nEOWgTaf7MFDxJQVoth9tNgzgrfLEou°/p2fbEoig°/p3d`/p3d 1/3 7/4/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 15781.1 a. "Imperial LS DSI-12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.1 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ---- -- —- .._................... ........... ---.........-- ..............._._._._ ---... .......... 15781.2 b. "Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.2 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53 (G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.3 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.4 d. "5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.4.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.4 for Design Pressure Ratings, any FL15781 R5 AE Eva[ 15781.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings, any FL15781 R5 AE Eva[ 15781.5.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15781.6 f. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-J2/3 Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZFL15781 RS II Inst 15781.6.odf Approved for use outside�HVHZ: �ql Verified By: Lyndon F. Schmidt, P.E. 43409 httpsWiloridabuilding.org/pr/prapp dU.aspx?param=wnEOW9Taf7MFDx o gzgrfLEou%2fbEojg%3I 7/4/2015 i Building Code O i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.6 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.6.Ddf L' use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - - -..-......... -'-- - - 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.7 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.8 h. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.8 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 0 Contact Us:: 1940 North Monroe Street,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 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 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: ® EC-, M secu ritvm 1:T'It.FCS,` •w hftps://floridabuilding.org/pr/pr_app dtI.aspx?param=wGEVXQwtDgt3elSA]nEOW9Taf7MFDxJQVoth9tNgzgrfLEou°/g2fbEojg°/g3d`/o3d 3/3 R R W Building Consultants, Inc. VY n Consulting and Engineering Services for the Building Industry D P.O.Box 230 Valriro,Yl,33595 Phonr813.659.9197 CFlwidn Board of Profrs%ioml Cn8in=n Crrtificite of tutharizntion No.9813 + uctollevor( ' I r Data- r Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 SSL54(G5402)" Windows Horizontal Slider 40250 Philipp Parkway Single.Slider Window Streets bero,0H 44241 "Impact' (330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc,and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F_Schmidt, P.E,do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond vial)dressing or stucco. 3. When used in the'HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant catering. 4. When used in areas outside of the"HVHZ-requiring wind tome debrisprotection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level°D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5, For 2x stud framing construction,anchor ng of t ese units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15781,6 require further engineering analysis by a licensed engineer or t r 7. This product meets the water infilt�1, quirements for"HVHZ". ur In m n ts, nC ,s e lrements of FBC Section 2003. 9. See drawing FL-15781.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001201 TAS 201,202&203-94 Testing Evaluation Lab. William Shelton,P.E 2. Miami Dade NOA Materials Testing 13-0129.27 DuPont ButacitO PVB Interlayer 14-0820.11 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared-13V .: Signed&Sealed by No.FL-15781.6 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Q/egared by -;signed&Sealedby Anchoring RW Building Consultants,Inc(CA#9813) Cyrldon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by Farahaugh Engineering and X� Testing,Inc,certifying that Soft-Lite LLC is manufacturing products h within a quality assurance program that complies with ISOflEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. 3 - FL PE No.43409 4/2912045 Sheet 1 of 1 4,0 jo oftLite -WmdoWS Z °c o Bringing quality IO light. //��i�� p � \ i dm o a n Z 10250 Philipp Parkway r �. Streetsbaro,Ohio 44241 SEE CHART FOR FRAME SIZES —{ Q� v a > z N o Ea ammo � [w va i g p -A =M!v'e M dam "5400 SSL54 (G5402)" ° z E `o Single Slider Window �/� 'IMPACT' W "z < 3 0 LL Z zw GENERAL NOTES XO 3 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida - " ' --d w W Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" _ (HVHZ). w voi rr o 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to h o base material shall be beyond wall dressing or stucco. a a a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code 'm and does not require an impact resistant covering. / U 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product 4 comples with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 andN d rn Section 1609.122 of the FBC. Z Z 0 m z in 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. o 0 6. Site conditions that deviate from the details of this drawing require further engineering analyst o by a licensed engineer or registered architect. i a - 7. This product meets water infiltrafion requirements for"HVHT'. ^,�F < 8. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. MAg ;MAX DESIGN PRESSURE 06 _ GLASS: 0 0 FRAME DLO N z a TABLE OF CONTENTS DIMENSION DIMENSION TYPPOSITIVE NEGATIVE OA7L 6119113 = SHEET# DESCRIPTIONs N.T.S. 1 Typical elevations,design pressures and general notes 73 0 X 63.0" 31.875"x 57.312" Gl +50.0 50.0 5 OWG.BY: JK m 2 Horizontal and vertical cross sections CHK.BY. LFS 3 3 Buck and frame anchoring NOTE:In the"HVHT',this product t not to be installed over 30 ft.height above d. ORAWL C NO.- n 4 Bill of materials,components and glazing details _ FL-15781,6 a N SHEET 1 OF ¢ 8 RACIlerts\Soft-LIte Pennarelit\Florlda ProdudApprovals\Fl.•I5781 Horizontal sildm\C-Drawlngs\PL Current Drawings(2014)\FL-15781.5.6,dwg,2.6 7-= 0 3 m N D CL CL 0 to X 0 (D Or---IC3 4- Q �� Vt W 40 X cr 0 L" ER� rn0 0 Oo o 22 to to X r) DM 0 C) > 11 F-1 702 2 tn 0 rn 0 r) ;10 m R, 8- rn 0 rn cc tn X 0 0 14'l 11B.(T 1-1/4"MiN. y1pl.j EMB.(TYP.) E .....cFt....... % %. No,43409 PRODUCT: SOFF-LITE WINDOWS P.E.ndon F. Schmidt 2 9 LY ...... No. 43409 'i/;/1,0NA1- IN Z --j UPDATE TO W-E-D.-(2f -JK PART OR ASS LD ,UI-IN. CONSULTANTS, INC. o 12/?5/14 REVISED DRAWING NO. Do 0 VcIrico. FL 33595 " son JK HORIZONTAL AND VERTICAL Phone No.: 8;.3.659.9197 m DATE REVISIONS By CROSS SECTIONS FBPE C.A. No. 9813 0 2013 R.W.BUI-ING CONSULTAN-INC. �`` ••,v'�j N =='qy••g z a•�O� 60 14"MAX. ��i '•..... •. Gj`�. ¢t m J 000 (�— ZU>O.C.(TYP.)(nP.J °N 0 •7 o z iYP.J % m m P z.0'a o \ ^1 .a OJ C W ,•'�'• J• I I '•� \. �.a s Da V)" sm I I V m d a I I III s 0 III z I TYP, III F 2X BUCK o m a 2XI I — III — II I G 1 X BUCK o e I I BUCK III DIRECT TO 2X D BUCK I I FRAME III MASONRYTYP- x N MASONRY II MASONRY III 2 OPENING OPENING III 3 r, �d w s I wU III ^° 5 Z d II o Q I } ( J I,I ( J O� m a y' yr a a o V ��.• a1.•. Y m � h U o BUCK ANCHORING FRAME ANCHORING E2 U 4 V d En O �zz a Z O n �3 Ln = CONCRETE ANCHOR NOTES: '9 cc 1.Concrete onchorlocotions at the comers maybe adjusted to maintain the min. 0 0 edge distance to mortarjoinfs. 1 Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to — 9 maintain the min.edge distance to mortarjoints,additional concrete anchors X. TYP.®HEAD AND SILL i e may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. < m 0 3.Concrete anchor table., F a 9 ANCHOR ANCHOR 'MIN .MIN CLEARANCE M,IN CLEARANCE; v N 'm $ TYPE: SIZE EMBEDMENT'. TO MASONRY 70 ADJACENT ' T o EDGE It 4" n„E 6119113 z ELCO WALE-- N.T.S. ULTRACON6 1/4" 1.1/4" 1" 4" Dwc.BY. JK m WOOD SCREW INSTALLATION NOTES: CHY ar: LFS ; 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of DRAWING HE wood screws to prevent the splitting of wood. FL-15781.6 SHEET—L or 4 �r cc BILL OF MATERIALS JIEM# DFSCPJMON MATERLAL 3.72'— ........... A 1X BUCK SG>=0.55 WOOD B 9—BUCK SG>=0.55 WOOD C 1 f4" M .SHIM SPACE L y lk Z D 1XX 2-314'PFH ELCO OR ITW CONCRETE SCREW --STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI A, on E 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 CONCRETE -,. .... 3 "", *pf .", F #10 X 2-1/2'PPH SMS z F STEEL 8 R..Z kG 114"X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL— 0 X #8 X 3'PPH SMS W/RUBBER WASHER STEEL I MAIN FRAME* o a. PVC 2 LOCK STILE` in IL 3 PVC PVC 0 4 MEETING STILE* P 0.06!'— v VC cui 5 GLAZING BEAD' —1 ��a: 3 PULL STILE* PVC E- - nF 7 REINFORCEMENT(6063-T5 ALUM.) ALUM 9 RAIL* PVC P. 04 EL 20 PUSH BUTTON SWEEPLOCK 21 PUSH BUTTON SWEEPLOCK KEEPER T MAINFRAME 23 #7 X 3/&'PFH MS 26 #6 X l"PFH TEK SCREW STEEL 2.31' Ei q2 STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY y c', EXTRUDERS LICENSEES IN'AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS. 0 0 1.37- o.or ��— NEXT GENERATION(DOW)OR 0.065' I"GLASS BITE INSTANT GLAZE III(DOW) L Po�-08- 1.35 7XTHICK 7 REINFORCEMENT 5 GLAZING BEAD r,"\LOCK STILE o"�<5 z li0z ou 1/&'ANNEALED 1.51, 2,31" 0.09(1'DuPONT Butccite(D PVB INTERLAYER 0 2ZS' 06 1/8"ANNEALED 0.07, DD F] 1/8"ANNEAUED 0�071 ci u; n G1 u if z �T 0. 0.065' DAr- 6119113 z STEEL SPACER o sck's- N.T.S. Gl GtAItNG DETAIL 1.13" M.BY: JK a, QT�81-- LFS PULL SnLE DpAmG k5.:F1-15761.6