The URL can be used to link to this page

Home My WebLink AboutProduct Approval (4) Florida Building Code Online Page 1 of 2 49 t.=:_. Me 1 q fi t{Oflt)3 Ms BCIS Home k LogIn ( user Registration Hot Topics Submi[Surcharge Slats&Fac[s Publications i FBC Staff BCIS Site Map i Links Search 0usI L, Professinal °��SER u�lApproval Regulation Product Approval Menu>Product or Application Search>Appllcatlon List>Application Detail ,I§ ax FL# FL16026-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C: Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 j tinker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 07/01/2016 Validated By Ryan J. King,P.E. ?J Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R1 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015 Florida Building Code Online Page 2 of 2 r Date Submitted 01/21/2015 Date Validated 01/28/2015 Date Pending FBC Approval 02/01/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 16026.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL16026 R1 II Inst 16026,1,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 16026.1 for Design Pressure Ratings,any FL16026 R1 AE Eva] 16026.1.DdF additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Luse b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings f Use Installation Instructions ed for use in HVHZ.Yes FL16026 Rl II Inst 16026.2.odf ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Resistant:Yes Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports See INST 16026.2 for Design Pressure Ratings,any FL16026 RI AE Eval 16026.2.Ddf l use limitations,installation instructions and Created by Independent Third Party:Yes particulars. Back Next Contact Us::1940 North Monroe Street,Tallahassee R 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 mall.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: IiA R M wcuritvsrt-i arcs https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015 ,r e• y R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Boz 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Profe4sional Engineers Certificate of Authorization No.9813 Flhrodi.wt I / R' I l i Ii / luct Category Sub Category Manufacturer Product Name Soft-Lite LLC Window Mullions 10250 Philipp Parkway 19044 Aluminum Mullion Streetsboro,OH 44241 Phone 330.528.3400 Scope: This is a Product Evaluation report issued by R W Buil Ing Consu tants,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. When used in the"HVHZ",this product(if mulled together with"HVHZ"Impact rated windows),complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product approval,whichever is more stringent. 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC. 9. See drawing FL-16026.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Signed&Sealed by B1382.01-501-18 TAS 201,202&203-94 Architectural Testing,Inc. Michael D.Stremmel,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-16026.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA 99813) "3, Lyndon F.Schmidt,P.E. 4. Quality Assurance 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 ISO/IEC 17020 and Guide 53. OFn A% Lyndon F.Schmidt,P.E. y i � "o •L' `� FL PE No.43409 1/21/2015 Sheet 1 of 1 " ``•, a 125"MAX.OVERALL FRAMEWIDTH(TWIN) f'13 Ll 1•MULLION67MAX.SINGLE 67'MAX.SINGLEUNIT FRAME WIDTH UNITFRAMEWIDTH "0". CRritigiTly quality to light' ,,�� % Z am o 10250 Philipp Parkway / / 11110nz Sheetsbora,Ohio44247 �/� /� a d U K Z Em z m a Z N 9 La 19044 ALUMINUM MULLION ' Z E °z 2 o° 3a ZE P ZN o wi EIRAOTES 2 z J a C t has been evaluated and is in compliance with the 5th Edition(2014)florida Nwde(FBC)structural requirements,including the'High Velocity Hurricane Zone SASH NOT v "cn a wSHOWN MULLED TWIN WINDOW UNITS SHOWN �in the"HVHZ",th6 product(if mulled together with"HVHZ"impact rated windows), FOR CLARITY ith Section 1609.1.2 of the MC and does not require an impact resistant covering. (Multiples also approved) N m 3. Wood bucks by others,must be anchored properly to transfer loads to the structure an e reviewed by the Building Official. r r GESIGNPgESSURIs(PSF) a t: m - �a. (NAX`IHGTEUNRtRAME 4. Separate product approvals for each glazing product used with these mullions must be o submitted along with this mullion product approval.The design pressure rating of the Z assembly shah be the lesser of the load capacity of the mullion as specified using this „ w o approval or the design pressure rating of the individual glazing products used. 36 35 35 sD�> 50 48 46 44 42 40 39 38 37 34 34 Ln 52 50 48 46 44 42 41 40 39 38 37 36 36 35 g 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as s ,716'= 55 53 50 48 46 45 43 42 41 40 39 38 37 37 LL shown in each individual glazing product approval,whichever is more stringent. t 58 55 53 51 49 47 45 44 43 42 41 40 39 39 `o 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 82 62 1 59 56 1 54 52 51 1 49 1 48 46 45 1 44 43 1 42 42 $ r a eo^ r 7. Any conditions not covered in this evaluation are subject to separate engineering 65 62 59 57 55 54 52 51 49 48 1 47 46 46 45 �a evaluation. 77Y 69 66 63 61 59 57 55 54 52 51 1 50 50 49 48 _ m K 76 ' 73 70 67 65 63 61 59 58 56 55 54 53 52 52El —z° 0 8. Aluminum components,Including fasteners,shall meet the requirements of Section 2003 of 74*the FBC. 75 75 71 69 67 65 63 62 60 59 58 57 56 —1011611256 °z N.T.S. SCJJ.E: TABLE OF CONTENTS 7s y$ 75 75 75 74 72 70 68 66 65 63 62 62 61 60 s .K m g SHEET! DESCRIPDON X70`-. 75 1 7 1 5 1 75 1 75 1 7573 71 70 69 67 66 65 65 cNk LFS 3 1 Typical elevations,design pressures 8 general notes „� 1, 75 1 75 1 75 75 75 75 75 75 74 74 73 72 71 70 DRAMNG No.: � s 2 Mullion details&cross sections N r% 66 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.2 a y SHEET_L OF 2 d �l Shown with Soft-Lite �` ............* I I fixed casement frame under r n a separate approval. 1 #10X5/6"PPHSMS % �«<I (4 each bracket) iS n o �As•` 02 Z Y 0.125' N CS M �, m m 1.436" '7j7�f1*Ill �`` zp o m o 0.5 a o UN••Z 0.727' E a i R Z o 0.47z' gig 9mcw 0.125' o Y make 0 E cZ N n 1 HORIZONTAL CROSS SECTION o CI 1 MULLION 11. $ anchor chip 606375 ALUM. (4)Mullion Bracket anchors required into substrate o (See ANCHOR SCHEDULE) j z t-- 2.75" Refer to separate window approvol for quantity,location a 5.5• a size of anchors required to fasten window frame to mullion. J o� At a minimum,use#10 PPH Self-drilG SMS located 6°from 1 m �\ANCHOR BRACKEI(18102) z rn ` 6063TSALUM. each end and spaced 16 max o.c. (a min.of 3 threads ¢ N C� must protrude through the mullion face). a cc U C 0 ' O Uft s a a a 9 �� ❑�� 00 m Note: (� 4 WINDOW UNIT NOT o U i MULLION(19044) SHOWN FOR CLARITY `* 0 X N (a-:) HORIZONTAL CROSS SECTION c o g ` #10 X 5/9PPH SMS 2 through muflion N m ANCHOR BRACKET(18102) t4 � 6 a � Z O0 -`^'�•-"�''='"T�,�.�-i;� AIUti�NWCHORERAG(GTANCHOl3CHEOUtP � i u� z�.��,� m- Taxa• -f• ate... � -ao�. C&M =— "R 'O E ��'-ANCHOR-€- -_�,unED +1� tnr,EorslAdcE W z 912 PFH WOOD SCREW 1-1/TMIN. 1'MIN. 1-1/7 MIN. ^� _ SUBSTRATE (4)Anchors required into substrate acs csJY:st z v En 4 `• UIL DIA.AP ( ) CANCRFT IIW BUILDER TAPCON® 1FFH -1/42-1/TMIN. 1.3/4'MIN. DAM 10/76/12 See ANCHOR SCHEDULE = �,• -Y3 N.T.S. a ANCHOR BRACKET DETAIL ��— SCALE' . s t 12-14 HWH HILTI KWIK•RD( ANIPI.OF3THRFAD3 Doc.er: JK m #10X5/8-PPH SMS 2 SEFDRIWNG SCREW SHALL PRO"UDETHROUGH I-MIN. 1-1/2 MIN. (2 EACH FACE) p� THEsrmSUBSTRATE cHK.W. LFS 3 o : R WOOD IS.G.>=OSDRAWING NO. S) N BRACKET-TO-MULLION DETAIL CONCRETEETE CONFORMING TO ACI 301(3,000 PSI MIND OR HOLLOW BLOCK CONFORMING i0 ASTM C90 FL-16026.2 0 STEEL CONFORMING TO ASTM A653.16 GA..0.136(r MIN.THICKNESS IW=33,000 PSI.FU=45,000 PSI) N pSHEET_L Of 2 u a