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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 3 7-7777-7- "!i't!(jd C1c(,JdflniAiiic!. SCIS Home j Lag In f User Registration - Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff`3 SCIS Site Map I Links Search,j BusinesProds Professional (� Public User Regulation Product Anoroval Menu>Product or Application Search>Application List>Application Detail r I N � FL# FL15780-R6 Application Type Revision Code Version 2014 Application Status Approved r Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jtin ke r@soft-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryWindows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J� 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 07/01/2016 Validated By Ryan].King,P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA101/I.S.2/A440 2008 AAMA/W D MA/CSA101/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... 12/28/2015 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 11/02/2015 Date Approved 12/15/2015 Summary 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 II INST 15780.1.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 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.1)df 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 II INST 15780.2.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 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product articulars. 15 80.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 II INST 15780.3.odf 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 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes pr duct particu ars. 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 II Inst 15780.4,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 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.odf 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) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.odf 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.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEO... 12/28/2015 Florida Building Code Online Page 3 of 3 electronic mall to this entity.Instead,contact the office by phone or by trad It[on aI mall.If you have any questions,please contact 850.487.1395.*Pursuant to Sectlon 455.275(1),Fla rid a Statutes,effective October 1,2012,licensees Ilcensed 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 berg_ Product Approval Accepts: W]I�A Ed M sccur11vma.i.rr�tttrc,,- iT�C�Iaw 7 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEO... 12/28/2015 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 811659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / / / 8/ Oclober29,2015 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH64(135405)' Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 'Impact" (330)526-3400 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 G20r3,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: I. 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 borne 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 El 996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ'. 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed bV TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by ASTMrE1300 Glass Load y don1F'Schmidtdt IP Es, Inc.(CA#9813) 0 �aSc � pg®gam Lyndon F.Schmidt,P.E. ing ®g 5. Quality Assurance ®44 �.o•°�G��tS ©©m© Certificate of Participation issued by Farabaugh Engineering and De o 'P Testing,Inc,certifying that Soft-Lite LLC is manufacturing products 4 e No 434.09 0 within a quality assurance program that complies with ISO/IEC a m e 17020 and Guide 53. ° STATS OF e ®off• p}�I Cy^ o° dOposV^/0 0®S� 0p®® LyndonF F. Sc midi, P.E. 409 10/30/2015 Sheet 1 of 1 • N softM, 0=z en El'—Windows 01 SEE CHART FOR _ � _ - FRAMESIZES iii�••�•'•.. • `.�� o rNo,oD RMIgbIg rJrIalit ro IiAl if. � r 11 lt5 ``` �N a0 i 10250 Philipp Parkway Streetsboro,Ohio 44241 a Eo zo°rn z °n a "5400 DH54 (G5405)" LLo m 0:a. oz DOUBLE HUNG WINDOW X o ra "IMPACT' y h (?O GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid 3 w Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" a (HVHZ). W� t9 w 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to X o a y base material shall be beyond wall dressing or stucco. o � o a ¢a Q- 3. 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Y Y Y} Code and does not require an impact resistant covering. '''m Uj 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this z w product complies with Section 1609.1.2 of the FBC and does not require an impact resistant a a^ covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM o z o s El 996 and Section 1609.1.2.2 of the FBC. o z 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown o W � for 2x buck masonry construction, i y o 6. Site conditions that deviate from the details of this drawing require further engineering o e analysis by a licensed engineer or registered architect. F 7. This product meets water infiltration requirements for"HVHT'. N N N o MAX a MAX GASS DESIGN PRESSURE(PSF} °p a LOfRAME TYPE , z ° o ONEAPOSTETA81E OF CONTES , oAte '14 13 z SHEET# DESCRIPTION o 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.0"x 32.31" Gl,G2 +45,0 50.0 N.T K m 2 Horizontal cross sections 3 Vertical cross sections 54.0"X76.0" 45.0"x32.31" G2 +60.0' •65.0CH.BY: LFS 3 4 Buck and frame anchoring I IDRAW NG N0 5 Bill of materials,components and glazing details 'Aluminum bar reinforcement(Item#31)required FL-15780.3 0 = for Design Pressures>+45/-50 lost. SHEET t OF 5 S1 R:\Oients\Soft-Ute PerrnanentVA-Florida Product Approvals\FL-15780 Double Hung\C.Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2.3 A Q n vZ 3Nm Z 0 CD som o ° Q0 g �cO N W NN N� N8 m C N w O O N O 7�0 N T N N ❑a o❑ dC� w N x x w 0 dCO WW co � O N � ^ 0 O NVI � � r D 0 O � N 3 �z N N n m 00 0� 00 v N O W ❑o y o❑ (�Co o r— doo 7- K o A o O c co rn N W m C1 Z m O N O 00 �3 Fo y -? 70 ULI �o O 0- R ❑o o❑ L�7CC= N doo CA Qm v O Z m D_ �1 o .O 0 N O � 0 O A N J `1111111111//// a � 11 F:SCHIy� >_ N A No.43409 PRODUCT: ooanment.prepared 91. ZI '1 SOFT—LITE WINDOWS Lyndon F. Schmidt �� AiOFi1D1 '0��� 1 �1 al P.E. No. 43409 IN 3 10 29 15 ADD REINFORCEMENT OPTION JK ///I Ajj11111 $ m y 2 8 2'41'5 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 4 2I. UPDATE TO 5TH ED. 2014 FBC JK eRw P.O. Box 230• Vclrico, FL 33595 NO DATE BY HORIZONTAL phone No.: 013.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 ®2013 R.W.Buia.o iRr3 Corasur.inRie IRa. 3:\Oients\Soft-Ute PennanentV,-Florida product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,3.3 1-1/4"MIN. T EMB. N A CA) .n •° c n v 0 ❑On A r) �❑ e ;N d � r" ° N A T M N pp M m mn C3 N ZO C A 0 O. .O ;Kr�Ti ,� pv Fil W A ❑ K3 r v � N C3 'O Z m 70 �ED / � N — —O 0 s ° ❑ Q 3 =3 m as a zoo =y DO 010 O O ❑ � � a� .. -71� o Wammy rn N a o _ N � O J O O P C3 V0 d, 7i Q O Cr V Z •' � � Boc O n p CD a �3 MIN. D o EMB.(TYP.) -0 CL M c y s 3 0 Q � m o- 9 M � M a N S ' y n ❑� 0 � O A —LLMEL r D A � 070 ° 0 O n 7° Z O X71 Z o mJ 1-1/4"MIN. ��� 1gCF{11j�'�i EMB.(TYP. �` F M/O '•. 1-1/4"MIN. �`� V.•��NgF••;T •� EMB.PP.) / G No.43409 :*' plc 7tq 4 PRODUCT: Document.Prepared 9y:o V, 1p SOFT—LITE WINDOWS Lyndon F. Sahmldt �j• .�•'' is P.E. No. 43409 '/��••/Q �` IWo Z N 3 10 29 15 ADD REINFORCEMENT OPTION JK cn I' 8/24/15 7j1/II `\t,5� -i 2 8 24 15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. OIN 1 4/21/15 UPDATE TO 5TH ED. 2014 FBC JKCAL P.O. Box 230. Valrica, FL 33595� w W NO DATE BY CROSS REVISIONS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2013 R.M%.DUILDINa Ca NBNLT 8INC. It 4 A, (TYP-) 4"ITYP-11 to 147 ITYP-) > t�- t 0 n z d z a co 0 C.)N z d a x 0 4 D " i$ 9 E uo)'t 5 6 0(L -Z TYP. SASH — 2X BUCK F I'L 211 2X 9aLL 2X BUCK IXBUCK G E. 06 BUCK FRAME—'-- — DIRECTTO D i V Ul MASONRY A S.: TYP.HEAD MEETING &JAMBS RAIL i2 0 T MASMASONRY TYP.SILL ONRY OPENING OPEN NG 2X BUCK K SASH IXBUCK H DIRECT TO J En 0 a ZD 0 MASONRY T OYP X to ANCHORS THRU IMPACT BLOCK FRAME ANCHORING BUCKANCHORING Fa CL En z o 0 ma El CA I o Q CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Lu 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 2 maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: �.A)VtHdk. ANCHOR.: MIN. MIN.CLEARANCE MIN."CLEARANCE. 70 MASONRY 1 TO ADJACENT TYPE. .....SIZE: EMBEDMENTo EDGE ANCHOR.. ITW 1/q.. 1-1/4- 2" 4" DA o scN.T.S. aL. ELCO ® 1/4- 1-1/4- 4" DWG.Ery. JK Ni JU RACO I CHYL fff. LFS WOOD SCREW INSTALLATION NOTES: DRAWM NO.: 1.Maintain a minimum 516'edge distance,I end distance,&I o.c.spacing of FL-75780.3 o wood screws to prevent the splitting of wood. o FIHEEr-.4.-oF_5_ BILL OF MATERIALS `,%�`���", ITEM IF DESCRIPTION MATERIAL 231" cv .•.••. ' m A 1X BUCK SG>=0.42 WOOD �--1.37'x{ '_' c':J^Z B 2X BUCK SG>=0.42 WOOD I _X, �c �TQ_ r� C 114-MAX.SHIM SPACE 0' 0.08 ' Z= O I�JI z D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0.065' 1.35' �. a z N MASONRY- E 301 OR HOLLOOW BLOCK CONFORMING OARMPSI MIN.CONCRETE CONIC OTO ACI CONCRETE j 9 GIAIING BEAD 10 REINFORCEMENT '�ii��IIIL,*f , % ` o m Z F #10 X 2-1/7'PPH WS STEEL L o N•: G 1/4"X 3 1/4"PFH ELCO OR fTW CONCRETE SCREW STEEL PLAIN RAIL z o z o H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I.76 1.44"—`I c a�° 9 m o a J 1/4'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N a "v 'm a a a K #10X1-1/7'PFH SMS STEEL 7.75 �00❑ "� ` � L #10 X 1"PFH SMS SS 1 FRAME' PVC 1.88"� 1— 0.065 h a Ta 4 HEAD ADAPTER' PVC o N o 5 HANDLE RAIL' PVC a 0 N z w 6 KEEPER RAIL' PVC aJ N 7 LOCK RAIL' PVC 0.065' 30 0m 8 PLAIN RAIL* PVC Z� � 9 GLAZING BEAD* PVC h 0 �LOCK RAIL } E? 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. �J 11 SILL ADAPTER w �� 11 SILL ADAPTER` PVC 20 PUSH BUTTON SWEEPLOCK LLUUJJ --I 0 98 U w 21 PUSH BUTTON SWEEPLOCK KEEPER o o 0 23 #7 X 3/8"PFH MS STEEL t.87"--{ &I J L L 25 TILT LATCH L0 I o a a m g 26 #6 X 1"PFH TEK SCREW STEEL 0 m 28 WEATHERSTRIP(0.250"SINGLE FIN PILE) s Ta "' C4 w 30 1/4"X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS o Ir N 31 REINFORCEMENT 0.25'X 1.5'X 50"(6065-T5 ALUM) ALUM FRAME o 'THEAPPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY �— HEAD ADAPTER L ❑O� a D EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 4 y z i 1.51" w0 0 LE W In 0 5 HANDLE RAIL o w N I"GLASS BITE1"GLASS BITE =N Q i Ci Lu 7/8"THICK 7/6-THICK 1/8"ANNEALED 1/8'ANNEALED a e O 0.090"SAFLW PVB INTERLAYER 0.090"SAFLEX'PVB INTERLAYER D 1/"ANNEALED D 1/87 ANNEALED In m n w z AIR SPACE AIR SPACE 0.25' O N N Q 0 o�a0 m' 1/8-ANNEALED 1/8 ANNEALED a ' n w- [] s STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER N Z a D�� 6124113 INSTANT GLAZE III(DOW) 2400SAS(DOW) u? i 10 o N.T.S. G2 GLAZING DETAIL DwG.BY.- JK 6 € Gl GLAZING DETAIL 1 -1.76" pIK BY; L 3 c © JRE—INFORCEMEM6 ,7 31 KEEPER RAIL FL ^FL-1 15780.3 0 'J N � s/EL7 5 ov 5 0 a