The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) 9: Florida Building Code Online RECEIVEED MAY 2 3 20�1 _ x --m-- ---7- . gg t, i k all s '.a:...'-w�°a�i''"uu:s-h�,....a.....ts...-w1 M1 "�. .r �^••..:.,:... d r+a-. .« 0."�0 ..-... W Y.u.....-.. u-s`. H S + # "Sp1 ,$' lr. db Links Search � ' Product Approval r - USER:Public User Y Product Approval Menu>Application Detail J'VAizz FL# FL15781-116 Application Type Revision Code Version 2014 ? 3; Application Status Approved M, > Comments �a Archived ri } d,4 Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway 1 Streetsboro,OH 44241 (330)528-3400 Ext 1109 [•' �� 'ti ker@soft-lite.com .s Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative " Address/Phone/Email Category Windows 4� =W Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ;tt 0 Evaluation Report- Hardcopy Received n pa 3 Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. ' Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan J. King, P.E. i ❑� Validation Checklist- Hardcopy Received Certificate of Independence FL15781 R6 COI CERTIFICATE OF INDEPENDENCE dmf Referenced Standard and Year Standard 1 y Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 #� ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW9Taf7MFDxJQJWjAIVgb3pzxpVaV3%2b%2fNjA%3d%3d[2/3/2017 11:31:19 AM] Florida Building Code Online t` Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 P' Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 "NU . Summary of Prodct us _ - -- FL# k Y Model,Number or Name Description 15781.1 a. "Imperial LS DSL12" Double Slider Extruded PVC Double Horizontal Sliding Window- (XX =� Window Configuration) Limits of Use Installation Instructions $ e ' Approved for use in HVHZ: No FL15781 R6 II INST 15781.1.pdf k Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 g&,y 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 R6 AE Eval 15781.1.2df_ 31, additional use limitations, installation instructions and product Created by Independent Third Party: Yes . particulars. 15781.2 b. "Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX " Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R6 II INST 15781.2.pdf y 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 mak' Other: See INST 15781.2 for Design Pressure Ratings,any FL15781 R6 AE Eval 15781.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes N � -. particulars. r 15781.3 C. "5300 DSL53 (G5352)" Double Extruded PVC Double Horizontal Sliding Window-(XX bu Slider Window Configuration) i Limits of Use Installation Instructions o; Approved for use in HVHZ: No FL15781 R6 II INST 15781.3.pdf 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 m' Other: See INST 15781.3 for Design Pressure Ratings, any FLIS781 R6 AE Eval 15781.3.pdf x9 ' additional use limitations, installation instructions and product Created by Independent Third Party: Yes Fti ' particulars. 15781.4 d. "5300 DSL53 (G5352)" Double Extruded PVC Double Horizontal Sliding,Window- (XX Slider Window Configuration) Limits of Use Installation Instructions ` 71i, Approved for use in HVHZ: No FL15781 R6 II INST 15781.4.E Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 k P i Impact Resistant:Yes Created by Independent Third Party: Yes a� € ? Design Pressure: N/A Evaluation Reports Other: See INST 15781.4 for Design Pressure Ratings, any FL15781 R6 AE Eva] 15781.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. �Rk a d 4` — 4"" 15781.5 I 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 FLIS781 R6 II INST 15781.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3elSAInEOW9Taf/MFDxjQjWjAlVgb3pzxpVaV3%2b°/2fNjA%3d%3d[2/3/2017 11:31:19 AM] Florida Building Code Online Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports r x' p' Other: See INST 15781.5 for Design Pressure Ratings, any FL15781 R6 AE Eval 15781.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 't• p rticulars. t 15781.6 f. "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:Yes FL15781 R6 II INST 15781.6.pdf r.a , Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 t 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 R6 AE Eval 15781.6.Ddf additional 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) ;a Limits of Use Installation Instructions e ,i '��: Approved for use in HVHZ: No _FL15781 R6 II INST 15781.7.E n 1 D-g x 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 I Other: See INST 15781.7 for Design Pressure Ratings, any _FL15781 R6 AE Eval 15781.7.pdf s 5t 1a i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15781.8 h. "5400 TSLF54"Triple Slider Extruded"PVC Triple Horizontal Sliding Window-(XOX Window Configuration) $° Limits of Use Installation Instructions r ' Approved for use in HVHZ: Yes _FL15781 R6 II INST 15781.8.pdf 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 i Other: See INST 15781.8 for Design Pressure Ratings,any FL15781 R6 AE Eval 15781.8.rdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. x N S f 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 t av Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to apublic-records request,do not send electronic s a 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 al 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: a ® ei:Aeck M � ; x Credit Card 0. Safe I a i r https:H/ w.foridabuilding.org/pr/pr_app_dti.aspx7param=vGEVXQwtDgt3elSAInEOW9Taf7MFDx1QJWjAIVgb3pzxpVaV3%2b%2fNjA%3d%3d[2/3/20I711:31:19AM] R`I� R SIV Building Consultants; Inc. `'y p Consulting rind En-incering Sen�ices for the Building industry B P.O.Box 230 Valrico.TL 33595 I'lionc&13659.9197 CFlonda noard of Professional Enginxn Ccrti6cnc of Aullrorimlion No.9813 t 1 / / wart iloa I Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 SSL54(G5402)" Windows Horizontal Slider 10250 Philipp Parkway Single Slider Window Streotsboro,OH 44241 "impact" (330)520-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc,and Lyndon F.Schmidt,F.E.(System ID#1998) for Soft-Litt;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.Schrni•.ft,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: t. 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 wall 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 covering. 4. When used in areas outside of the'HVHZ-requiring wind tome debris protection 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 dravring FL 155761,6 require further engineering analysis by a licensed engineer or r " �Tlisroductmeets the seater infiltration requirements for"HV}i2".o c m n nts.lnc 1 to er ,s e 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 Butacite°PVB Interlayer 14-0820.11 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Seated by No.FL-15781.6 RVs!Building Consultants,Inc.(CA#9813) ,,,,Lyndon F.Schmidt,P.E. 4. Calculations P pared by Signed&Sealed by Anchoring RW Building Consultants,Inc(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F,Schmidt,P.E. ; 'c 5. Quality Assurance E; Certificate of Participation issued by Farabaugh Engineering and Testing,Inc,certifying that Soft-Lite LLC Is manufacturing products within a quality assurance program that complies with iSOIIEC 17020 and Guide 53. Lyndon F.Schmidt.P.E. FL PE No.43409 4/2912015 Sheet 1 or 1 .t° N o -L�t =�"AT r: a.?J " a:..S d //�• '•... ... �� J m N 110 Bringing quality to light. z am a 10250 Philipp Parkway r m col 1114•;Z Streetsboro,Ohio 44241 I— SEE CHART FOR FRAME SIZES z Z 0 o Em m \j o r a o m `o a d a n dam m � "5400 SSL54 (G5402)" I 9z �// Single Slider Window M N CD O "1MPAcr' q o� GENERAL NOTES z J 3 �W 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida ® W w Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" _ L (HVHZ). 114 o U W 2 Product anchors shall be as lusted and spaced as shown on details.Anchor embedment to h 0 < a base material shall be beyond wall dressing or stucco. o 0 I / � 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code ding Code I and does not require an impact resistant covering. / 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product 4 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 N d in Section 1609.1,22 of the FBC. W o z cn 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 0 0 0 6. Site conditions that deviate from the details of this drawing require further engineering analysis w rn os by a licensed engineer or registered architect. r N F 7. This product meets water infiltration requirements for"HVHZ". " < 8. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. MAX. r MAX DESIGN PRESSURE(P5� N o Z FRAME DLO .-GLASS.., TABLE OF CONTEMS DIMENSIQN DIMENSION TYPE POSRIVE NEGATIVE,` DATE 6 19/13 i SHEET# DESCRIPTIONSCALE: 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 DWG m.. JK m' 2 Horizontal and vertical cross sections CHK.ar: LFS 3 3 Buck and frame anchoring DRAYANG NO.: D 4 Bill of materials,components and lazing details NOTE:In the"HVHT',this product isnot to be installed over 30 ft.height above d. n 9 FL-15781.6 0 N ;NEE 11 DF ¢ �, • R:\Clients\Soft-Lite Permanent\Florida Product Approvals\FL-15781 Horizontal Sliders\C- Drawings\FL Current Drawings(2014)\FL-15781.5-6.dwg,2.6 2 qETa O N� m a : ZEz o � O wa ao 0 v Z T � ❑ ❑ 0Oo \\ 0_ W 00 NQ _- gn 0 O 0 A t o A N W N N y W N 0 0 Z V O N 0 0 00 N 0 O G1 N O O N W i N N p LS O £ �❑ n O QN �❑ m� mA cO (] m j N n O Srn - , O z O m m Cn X X e O N n Or Or �r7Rf O 0 N I n � - 0 z � T �I-1/4"MIN. �O 0 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) ~� 111 a 1lll�� •SCfilyj '�i,, /��.• No.43409 •.*� Q 2 PRODUCT: Document. Prepared By:. ;•� r F SOFT—LITE WINDOWS Lyndon F. Schmidt ��••' RZoR1Ct;•r•G��``� I P.E. No. 43409 ��ss•••••••• ` ��/ 7j111111111\\ $ 2 4 21/15 UPDATE TO 5TH ED. (2014 FSC JK PART OR ASSEMBLY: �/��BUILDING CONSULTANTS, INC. 1 12/15/14 REVISED DRAWING NO. JK HORIZONTAL AND VERTICAL I/(/ P.O. Sox 230, Valrico, FL 33595 I4' N NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®20 1 3 R.W.BUILDING CCNBULTANT8 INC. Z P. o m r%1'•- y . 7• 14"MAX. '��•••'•........••-�((ry`\ > m (TYP.) I O.C.(TYP.) z d m o 51r N Z (TYP.) I I .9 v a x zIF °a 4 I I • , —L o� E Em zmod *• \ ^J � LO � C W II a� I I I -F �j� aca mda� III s I D L III E CZ I TYP, III F 2X BUCK 2X II I I IIII G Ix BUCK BUCK III DIRECTTO 3 BUCK I FRAME — III D MASONRY _ y MASONRY I I MASONRY III TYP- o z OPENING OPENINGLU z 0 O b . F I I III I 1 + i oly ° 03 u ,�.• 6 T a a } 3 o BUCK ANCHORING FRAME ANCHORING 4 F r O I N z Z W U O o F Z !Q s CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 edge distance to morfarjoints. o 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a N _ maintain the min.edge distance to mortar joints,additional concrete anchors 4 W u may be required to ensure the MAX.ON CENTER"dimension are not exceeded. _ X TYP.®HEAD AND SILL 3 Concrete anchor table: N61.3 MIN CLEARANCE MIN C(EARANCE ANCHOR ANCHOR MIN TYPE SIZE EMBEDMENT 70MASONRY TOADIACENfiEDGE ..�:�:'sANCHOR::::': o4"ELCO € ULTRA OV 1/4" 1.1/4, 1" 4" Owc.ar: JK m' ii WOOD SCREW INSTALLA71ON NOTES: CHK.BY: LFS ; 1.Maintain a minimum 5/8"edge distance.I"end distance,8 1"o.c.spacing ofir wood screws to prevent the splitting of wood. Ow�wu O NO.: n FL-15781.6 0 sH¢ 3 Or 4 BILL OF MATERIALS 3,77' MATERIAL •• % HEM# DESCIRPTION WOOD— Air A IX BUCK SG>=0.55 B 2X BUCK SG>=0.55 WOOD- 7., z 4.1 C 1/4"MAX.SHIM SPACE -T/--x D 4 2-3/4"PFH ELCO OR rrw CONCRETE SCREW STEEL .. ............. t MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI w — E CONCRETE Z 0'o o ON . 301 OR HOLLOW BLOCK CONFORMING TO ASIM C90 0"--z F #10X2-1/2-PPHSMS STEEL 0 x 0,4 E 0 z C' G 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL C) mo`.w X #8 X 3'PPH SMS W/RUBBER WASHER STEEL I MA-IN—FRAME' PVC 6 LOCK STILE* Pvc— E 0 z PVC v 3 PULL STILE' 0.06*— . u; —4 -MEETING STILE' PVC 3'd PVC 5 7�;-�—ZING BEAD' El E --FALUM REINFORCEMENT(6063-15—ALUM.) V1 7 F _E 9 RAV PVC —.325- 0 20 PUSH BUTTON SWEEPLOCK MAIN FRAME c 3 21 PUSH BUTTON SWEEPLOCK KEEPER 2.31" 23 #7X 3/B"PFH MS STEEL 26 #6 X 1"PFH TEK SCREW 0 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY oz EXTRUDERS LICENSEES IN'AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS"_ 0 C3< 0.07" eo 0 1.37' w g o p NEXT GENERATION(DOW)OR 0.08- 0.065'-1 e! GLAZE III(DOW) I"GLASS BITE IN 1.17' 719'THICKLOCK S17LE m REINFORCEMENT z Z ? 0in 231" $-: < � 118"ANNEALED 0 4 w 0.090r'DuPONT ButaciteO 0 2.5 PVBINTERLAYER I IG Ei I I n 1/L1 ANNEALED DDT' 0.07" 1/8"ANNEALED I - cl 11-lozi QAT- 6119113 Scuts N.T.S. M.BY. JK m STEELSPACER 1.13" CHIC BY: LFS PULL STILE ziV a�NK � m RAIL 4 MEEiltJG S71tE FL-15781.6 SHM 4 OF