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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 3 �y T > "«nom - +':.:1 • XilhSl . }. ..a::i ta.%t€ix4� :.z.. fj(,ijo;js a7�i,c? BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Product SPublic User Regulation Produrt Approval Menu>Product or Application Search>Application List>Application Detail " FL# FL15780-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jti n ke r@sok-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung 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 12/31/2017 Validated By Ryan J. King,P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W D MA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e1 SAInEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/201S Date Approved 12/15/2015 Summa ry of Products FL# Model Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 11 INST 15780 i, 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 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15 80.1-ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars, 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL15780 R6 11 INST 15780.2.12d 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 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780 2 pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(XIX Configuration) I Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 11 INST 15780.3,od f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E..43409 .Yes Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.1)d f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particutars, X lK K 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 IT Inst 15780.4.pd 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 15780.4 for Design Pressure Ratings,any FLIS780 R6 AE EVAL_LaZa2,jjjfff additional use limitations,installation instructions and Created by independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) I Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL15780 R6 11 Inst 15780.5.pd 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 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.pd additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. F-_t_-1 Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone•850-487-18 The state of Florida Is an AA/EEO employer.copyright 2007-2013 51citc 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 https://www.floridabuilding.org/pr/pr_apt)—dti.aspx?param=wGEVXQwtDqt3e 1 SAlnE0... 7/20/2016 Florida Building Code Online Page 3 of 3 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 455.27S(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: Mi 0—N F2ECR Credit Card Safe � I y'I!III haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el SAlnEQ... 7/20/2016 , . � �� �� , Inc.R �� ^~ `` `~�~`d^^`g ~�"��s"l^°�`tv, --- ,` }� cumot�g*mE,�o�do 3���u8�Un8�|d�gmd��' ^� �� �um"zmva��pLs�s Phone 813.659.9197 ~' Florida Board ofProfessional Engineers Certificate orx"ffi"niza,/onNo.m13 ProdllctE-O'At�fion Report Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "6400 DH64(436406)" Windows Doubt e Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact" (330)628-3400 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.61 G20-3,Method I 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. 1' This product has been evaluated and\xincompliance with the 5th Edition(2D1*)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane ovno^. 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 tho"HVHZ"this product complies with Section 1626ofthe Florida Building Code and does not require m`impact resistant covehnci. 4. When used in areas outside of the"HVHZ*requiring wind borne debris protection this product complies with Section 18O81.2ofthe FBC and does not require mnimpact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E19o8and Section 1600.1.u2ofthe FBC . 5. For 2xstud framing construction,anchoring of these units shall bethe same osthat shown for oxbuck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15700.3 require further engineering analysis by licensed engineer vr registered architect. ` 7. This product meets the water infiltration requirements for^HxHz^. 8. See drawing FL,1578D.ofor size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sicined by TEL 03001478— TAS 201,2027&203'94 Testing Evaluation Lob,|nu William B.Shelton,P.E TEL 03001302 TAS uO1.uo2&203'94 Testing Evaluation Lau..Inc William B.Shelton,P.E. TEL 03001303 /V\MAxWQMA/101/\.G21A440-08 Testing Evaluation Lab,|nc VX Wright TEL 03001304 ASTM E188a'V5/E1e$6'oG Testing Evaluation Lab,|nc. VX Wright — 14-0423.16 Saflex"PVB Interlayer Miami Dade NOA Materials Testing (Eastman Chemical Company) 15-0528.13 PVC Extrusions(ViaionExtrusions Ud.) 3. Drawing No. Prepared by Signed&Sealed b No.FL,15780.3 RVVBuilding Consultants,Inc.(CA#s&13) Lyndon F.Schmidt,p.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RVVBuilding Consultants,Inc.(CA#9813) ASTM E13O0Glass Load Lyndon F.Schmidt,P.E. a. Quality Assurance Certificate ofParticipation issued byFumbeuQhEngineering and IS 00 No 43409 06. Testing,Inc,certifying that Soft-Lite LLC is manufacturing products within aquality assurance program that complies with\8[V|EC 17ouOand Guide 53. STATE OF ORX Lyndon F.Schmidt,P.E. ei FL PE No.43409 6969000ass 10/30/2015 Sheet 1pxI P lite V a * $•Q Z iL m -Windows J�� SEE CHART FOR °m Y Y i Ido Y YTA's FRAME SIZES �— �y, g• �rn n )irirl i!!g qw.iliq. to ZzfTttt. a o mi o 10250 Philipp Parkway Sfieetsbwo.Ohio 44241 o E m u U cm 6 t m "5400 DH54 (G5405) 4z m n a t E 0 DOUBLE HUNG WINDOW Ha "IM PACT' - w 2 GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid J Building Code(FBC)structural requirements including the"'High Velocity Hurricane Zone'" = 11� � � d� (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to X " ow base material shall be beyond wall dressing or stucco. � a a- a a a 3. When used in the""HVHT'this product complies with Section 1626 of the Florida Building x, } Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this o product complies with Section 1609.1.2 of the FBC and does not require an impact resistant _ a covering.This product meets missile level"'D"and includes Wind Zone 4 as defined in ASTM " El 996 and Section 1609.1.2.2 of the FBC. to° o vj 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. z y o r aye 6. Site conditions that deviate from the details of this drawing require further engineering o Z analysis by a licensed engineer or registered architect. M 9 g 7. This product meets water infiltration requirements for"HVHT'. N k MAX MAX, DESIGN PRESSURE FFSF) _ GLASS z g FRAME D.LO.; 7S'PE rs a Z ° DIMENSION POSRNE :NEGATTVE TABLE OF CONTENTS _ aoe 6124113 z SHEET# DESCRIPTION sao: N.T.S. o 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 46.0"x 32.31" G1,G2 +q5,0 -50.0 ; owc,er. JK ° 2 Horizontal cross sections 3 Vertical cross sections 54.0"X 76.0" 45.0"x 32.31" G2 +60.00 -65.0' cjik.er: LFS 3 onunr+c qo: m 4 Buck and frame anchoring Si 5 Bill of materials,components and glazing details Aluminum bar reinforcement(Item#31)required FL–T 5780.3 a for Design Pressures>+45/-50 psf, sHecr 1 or 5 a R:\Clients\Soft-Ute Pennanent\A-Fonda Product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2,3 _ O A Ei a � On�O Z 3 N m Z OO 0 n O • '° ° °• 3 0. O 0 c 70o G m 0 0 r) n 'O Vt to T o ❑o o❑ dll� W N X � X � W_. d� W W Oa m m W A •0 o � D rn m N O z D 0 N m— co= Do A �3 �z IVI n m 1282 L_/U �a cll v N - ❑o o❑ 00 n LSoo � o0— foo60 � A fb om 0 ^ m m N W n m V7 N O L* O 22 oO A 0 7 r \O .07 a 0 e� x �A ❑o o❑ MC= O y do0 00 0 m rD- � D J \11111111// o r A N � V•'VCENd�c'.�' i ND.43409 A PRODUCT: Daaumente PfaPamd ey: awitur SOFT—LRm E WINDOWS Lyndon F. Schidt •• P.E. No. 43409 AL mor ti 3 10 29 15 ADD REINFORCEMENT OPTION JK ''/I�l)I 11111/1/ 2 8124115 REVISE SIZE& DESIGN PRESSUREIJK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. O In 1 4/21/15 UPDATE 70 5TH ED. 2014 FEC JK P.O. ox 230, ValNco, FL 33595 U W N W NO DATE BY CROSS SECATIONS Phone'No.: No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 2013 R.W.BurLoiMv CONS—ANTS INC. j:kaientskSoft-Ule Permarent\A-Florida Product Approvals\FL-15780 Double Hung\C-DrawlngskFL 15780 Drawings(2014)kR.-15780,dwg,33 � Y� �t jEMa.(Typ. M 0 O 0 0 0 M 0 0 Cn M CD, 0- -0 Z ti Z 0 r-1 l%a —Z 0 C3 oiO 0 0 'n � D � o � � 2 r- 2 4;00 R, C, 0- CD 0 CD 0 CID n 1-1/4 MIN. C1 U-g EMB,(TYP.) -0 SO CL 0 (0 @ 0. M M > 0 rn 0 NO ED 0 X In 0 0 rn Cn VR Z Cn 0 M z w I-IMMIN. EMB.(TYP. 1-)/4"MIN. EMB.(Typ') N0.43408 j PRODUCT: • Document.Prepared By: WYATE-OF 17 SOFT—UTE WINDOWS Lyndon F. SohmTdt ... . P.E. No. 43409 Ln !0 1.,5 JK P 3 ADD REINFORCEMENT P.O. Box 230, Voldco, FL 33595 0 2 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. 4 27 IS UPDATE To 5TH , (2014) FHG JK (n ;R --L VERTICAL Phone No.: 813.659.9197 NO, DATE BY CROSS SECTIONS REVISIONS FBPE C.A. No. 9813 0 201 3 R.W. ...U-A.— . ........... -6 2 J. 14- XX -lai cn Z 0 0 c d 0 z L) 4 OZ6 Em z-- & C0 P E W 6 oQ- O 2XBUCK F s .-t E'L TYP. SASH 2X JXBUCK G E 2X BUCKDIRECTTO EW BUCK FRAME--"*' MASONRY TYP.HEAD MEETING ........ ........... ....... X MASONRY TYP.SILL b cL: MASONRY OPENING 2X BUCK K OPENINGA.. SASH IXBUCK H DIRECTTO MASONRY of M Nu ANCHORS THRU o ORING IMPACT BLOCK FRAME ANCH DUCKANCHO En LD Z Q In CONCRETE ANCHOR 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjoinfs, 2. Concrete anchor location,noted as"MAX.ON CENTER"must be adjusted to Q maintain the min.edge distance to mortoriaints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. L-a 3. Concrete anchor table: MIN. XLEARANCIE 'MIN.CLEARANCE A 9 NCHOR ANCHOR MA�61SIO YdAID.JACENT': TYPE SIZE.- EMBEDMENT' ANCh6k, EDGE.'.. MIN To CEARAN CIE MASONRY _0 A"o R EDGE. ITW 2. soma N.T.S. 4r Dwa.BY. JK m CHK BY. LFS ELCO 1/4- 4" ULTRACONG DROANG NO. 5 00"SCR=TINSTALLAT70N NOTES* .c.sp.cing 0, FL-15780Z 4- 1. minimum 5/8"edge distance,I"end distance.& n I"o.c.spacing of 4 5 wood screws to prevent the splitting of wood, BILL OF MATERIALS ``����``", ITEM d DESCRIPTION MATERIAL 2.31" r � '••.•••• •iq m A 1 X BUCK SG>=0.42 WOOD I�I �--1.32' —1 �_-' -A S Is ^ B 2X BUCK SG>=0.42 WOOD I _V: * g Q=z C 1/4"MAX.SHIM SPACE 0 O.OdS p,pg z fir. D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N D 0.065" 1,35 l�J Icy,•• rg`` N MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI '� ''••. ••'. -6 0 m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 GLAZING BEAD �� REINFORCEMEM ' ��i * `�% Z o m o F #10 X 2-1/7'PPH WS STEEL �T L I' I 00 N Z G 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PLAIN RAIL H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL _-1•4q" m°°° i v cw J 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ^1 a n� o°r aw K #10 X 1-1/2"KH SMS STEEL 2.75" } L',,= 1 1 a ` c W a m a s a L #10X 1"PFHSMS SS E O O`Z I FRAME PVC 1'88" 0.065' 9 N S rW G� 4 HEAD ADAPTER' PVC 5 HANDLE RAIL' PVC ao NCi w 6 KEEPER RAIL' PVC o f N 7 LOCK RAIL' PVC 0.065' o o 8 PLAIN RAIL` PVC i coo 9 GLAZING BEAD' PVC c 0 LOCK RAIL - Edo 10 SILLAAPTER'REINFORCEMENT(6063-T5 ALUM.) ALUM. Q 7�— T� SIU ADAPTER �r� 11 SILL ADAPTER' PVC p � N o 20 PUSH BUTTON SWEEPLOCK " --I 0.98" 21 PUSH BUTTON SWEEPLOCK KEEPER �' 0 0 23 #7 X 3/8"PFH MS STEEL 1.87' oI LLQMr.25 TILT LATCH p 26 #6 X 1"PFH TEK SCREW STEEL } ^ 28 WEATHERSTRIP(0.250r'SINGLE FIN PILE) e N m 30 1/4"X 2"X 6"LONG PLASTIC IMPACT BLOCK ABS 31 REINFORCEMENT 0.25"X 1.5'X 59'(6065-T5 ALUM) ALUM o E2 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BYFRAME 4 HEAD ADAPTER ❑0� IL Z o EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". U N In x' 1.51"—�{ y z Q O o HANDLE RAIL jc 0� I"GLASS BRE 1"GLASS BITE 5 E!N o LL 7/8"THICK 7/8"THICK z v O 1/8"ANNEALED O 1/8"ANNEALED oino 'pa 0.090"SAFLEX°PVB INTERLAYER 0.09LY'SAFLW PVB INTERLAYER ¢ i � D 1/8"ANNEALED D 1/8"ANNEALED In � � r a s AIR SPACE AIR SPACE 0.29' [ff;� o N N o — g 1/8"ANNEALED 1/8 ANNEALED 1 m o 0 / N M N zcl 5 STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER � � � DATE: 6124113 INSTANT GLAZE M(DOW) 2400 SAS(DOW) u? / O o N.T.S. IE Gl GLAZING DETAIL G2 GLAZING DEFAIL i L �� DWG.By: JK m / 1.76"-- CHK BY: LFS 3 5 DRAWING NO.: © 31 REINFORCEMENT 6 KEEPER RAIL FL-15780.3 0 D SHEEP 5 OF 5