Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 3 RECEIVED MAY ? 3 2017 SCIS Home Log In i User Registration Hot Topics; i Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map Links Search Busines ,)-� Professional (j@'')USER Publics User OV01 Reaulation Product Approval Menu>Product or Application Search>Application I.Ist>Application Detail ..-�.....-gid 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 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 Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IV 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. �' Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.pd Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/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/pr_app_dti.aspx?param=wGEVXQwtDgt3e1 SAlnEO... 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 11/02/2015 Date Approved 12/15/2015 SummarV 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 INST15780.1.1)d 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 15780.1.01' 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.odf 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-(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 product 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 Il 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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 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/pr_app_dtl.aspx?parani=wGEVXQwtDgt3e 1 SA1nEO... 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 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address if they have one.The emalis 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: W6C,Fstt. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt'el SAInEO... 7/20/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate orAnthorization No.9813 �October.29,2915 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH54(G5405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 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.61 G20-3,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 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 coverinq. 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 E1996 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 by 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 Anchoring tF.Schmidt,P.E.Is,Inc.(CA#9813) 4o0®,teaSC�Q � pLyndon F.Schmidt,P.E. ASTME1300 Glass Load Lyndon 5. Quality Assurance Certificate of Participation issued.by Farabaugh Engineering and �© m Testing,Inc,certifying that Soft-Lite LLC is manufacturing products m�o° 43409 o� o within a quality assurance program that complies with ISO/IEC ° o 17020 and Guide 53. 0 m9 0o STATE OF e .©®4 �`�pOO LyndonF. Sc midi, P F 09 10/30/2015 Sheet 1 of 1 1%;" sriite oft `�W111dows Z �:SEE CHART FORYFRAME SIZES ' i8riI1gi)Ig<(T.(L111FV Fry li,F ht. ,�j �- ` �� �>,i10250 Philipp Parkway �Arr r r 11 U N z° Streetsboro,Ohio 44241 .: p V Z U p C Z U \ " L O C, C W N v 7�L m "5400 DH54 (G5405)" L: m aaa DOUBLE HUNG WINDOW X x Tw E .0 o Jd "IMPACT' w GENERAL NOTES y wz 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid 3 C W n Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" ¢�' (HVHZ). W V w < U? 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. o o K ¢ a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building a a Code and does not require an impact resistant covering. Iti 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this N a product complies with Secfion 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 o z o El 996 and Section 1609.1.2.2 of the FBC. w o 0 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown W o W o for 2c buck masonry construction. 0N Q �WWF 6. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. ti W Z s 7. This product meets water infiltration requirements for"HVHT'. N N o N MAX.. MAX DESIGN PRESSURE(PSFJ �m FRAME DLO GLASS o 0 TABLE OF CONTENTS _ DIMENSION TYPE F05RNE NEGATIVE_ "'w-z SHEET# DESCRIPTION GATE 6124 13 i 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.0"x 32.31" GI,G2 +45.0 -50.0 SCAM N.T.S. o & 2 Horizontal cross sections DWG.BY.. JK m 3 Vertical cross sections 54.0"X 76.0" 45.0"x 32.31" G2 +60.0` -65.0' CHK.sr. LFS 3 4 Buck and frame anchoring DRAMNG NO.: n 5 Bill of materials,components and glazing details 'Aluminum bar reinforcement(Item#31)required FL-15780.3 0 0 for Design Pressures>+45/-50 psf. ISHMT ov 5 a R:\Olents\Soft-Ute Pennanent\A-Florida Product Approvals\FL-15780 Double Hung\C- Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2.3 _ O 4 0 F o�o vZ 3 Nm z ass ° FT N 0 c:M �o O m N W N N N n N CIO OO O (1 N ell w y Illi,( T n ❑e o❑ W N x W Z ldoo ww m O 0 O D m 2 0 z N D_ 0 O N a �z N N ❑ n m 00 0 O �= v H y ❑e e❑ apadoo � 2O CID co m O In ' • ' z � m O 0 0 F1 r A N �o �, ❑e e❑ `t,--LJ m doo Q00 z m Y 0 2N ```�t�•SCHM��/i�� N No.43409 PRODUCT: Document.Prepared 9y: r�1 3 SOFT—LITE WINDOWS Lyndon F. Schmidt ��p',� ?!��•' ���� I OI P.E. No. 43409 X�j�/ IN *DATE ADD REINFORCEMENT OPTION ]BY 7/// NA�'REVISE SIZE dt DESIGN PRESSUREPART OR ASSEMBLY: •K BUILDING CONSULTANTS, INC. UPDATE TO 5TH ED. 2014 FBC t/1� P.O. Box 230, Valrico, FL 33595 CROSHORS SETAL CTIONS Phona No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02013 R.W.BUILDING C-91LT 5INC. a u 3:\aIvts\Soft-Ute PermanenhA-Florlda Product Approvals\FL-15780 Double Hung\C- Drawing$\FL 15780 Drdwings(2014)\FL-15780.dwg,3.3 I-1 1e MIN. I>o EMB.(TYP.( � rn N A w� 4'1 � o C3 d �i 0 0 a ar� j fn t� • m Z � u • O I0 A e T N m m m m O rn P •O N IOT1 O rpM r O N ❑ o . Q -3m 0 ❑ D � D o. m &o = o CX r� °, N m � � Q`D 3 to m o 1-114 MIN. n EMB.(TYP.1 N c to { m m m Y ` �0 N O �O ° D� D 0 O � 0 n 0 ❑ �C3 D a �a g ❑ n D O co D D ao 4g o o = y rn Z z O r m 1-1/4"MIN. � ttSggf"' YP. .EMB.(T 1-114"MIN, V.• ,f EMB.{TYP.) No.43409 fa.Z t_'t PRODUCT: 0acumente prepared 0Y:.•s� �`•� SOFT-LITE WINDOWS Lyndon F. schmtdt �i At . rn P.E. No. 43409 �Ss�•..... ``� {++ *QATE ADO REINFORCEMENT OPT10N JK(n 6 z N61 BUILDING CONSULTANTS. INC. r— ` yREVISE SIZE do DESfCN PRESSURE JK PART OR ASSEMBLY:t./7 UPDATE TO STti La. 2Qt4 F8C JK VERTICAL P.O. Box 230. V659.1) FL 33595 BY CROSS SECTIONS Phone No.: 7o. 9819.9197 REVISIONS FBPf C.A. No. 9813 0 2C 1 3 R.W.E3­DING DING CDNSUI.TANTS IND. 4„ N n (TY ) 4"PYP.) –CI• * ai PP. dz ) �, g F•�N j 0'0 C! o z I X y U N f V L f Z OZCI p a m o p' a �d oa u TYP. SASH 2X BUCK p a N"� M d`a T 4 2X 2XY BUCK 1XBUCK G \ E oo BUCK ez FRAME—,--," DIRECT TO D �W 1MASONRY oa MEETING TYP.HEAD __ RAIL &JAMBS 2 ._..-'------------....__._.......---------- '............. ' U 'v MASONRY ' o a MASONRY TYP.slll Z OPENING OPENING 2XgUCK K < 3 } 1'1 SASH IX BUCK H w L, N p DIRECT TO J C MASONRY y W Y g a v o I fr m C ¢ =U � ANCHORS THRU IMPACT BLOCK FRAME ANCHORINGo c BUCKANCHORING a a a 0- vl Z O N CONCRETE ANCHOR NOTES: 40 w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. _ o edge distance to mortarjoints. W 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o o maintain the min.edge distance to mortar joints,additional concrete anchors i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: ^F a ANCHQR.: ANCHOR MIN MW.CLEARANCE MIN CLEARANCE o v p m TYPE SIZE EMBEDMENT _ TO MASONRY TO ENT... EDGE: ANCHOR v S ITW ® 1/4" 1-1/4" 2" 4" wrE 6 24 13 z smz N.T.S. ELCO ® 1/4" 1-1/4" 1" 4" °N'G•BY: JK m ULTRACON CHK at: LFS 3 5 WOOD SCREW INSTALLATION NOTES: DPAVANG NO.: 1.Maintain a minimum 5/6"edge distance,I"end distance,&I"o.c.spacing of FL-15780.3 m n woad screws to prevent the splitting of wood. 0 D SHEET 4 or 5 e d BILL OF MATERIALS ` ���� 4( T L ''' DEM 0 DESCRIPTION MATERIAL `.�•:"•••• 0�2i� m A 1X BUCK SG>=0.42 WOOD 2.31" -{ o 1.37'--1 =='Qy A z n B 2X BUCKSG>=0.42 WOOD I 11 <=K WOOD C 1/4"MAX.SHIM SPACE r�OO 0.0 o -D i/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW 0'� N � z E•0`K' dm STEEL D 1.35' MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ...... o m m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE j d 9 GLAZING BEAD 10 REINFORCEMENT ��� F #10 X 2-1/7'PPH WS STEEL L ' *I $N z G 1/V X3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PLAIN RAIL o v c� x z 5 H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1.76 E m Z m° o t.aa"-- J 1/4"X 1-3/4"PFH ELCO OR ffW CONCRETE SCREW STEEL Nam°n S Q t m 2" n o a maa K #10X1-1/ PFH SMS LL STEEL 2.75' ��❑ L FRAME* SMS N �� Cz° 1 FRAME• PVC 1 0.065' E �w �o g r 4 HEAD ADAPTER` PVC 5 HANDLE RAIL` PVC �a " o 6 KEEPER RAIL' PVC 1 o J 7 LOCK RAIL` PVC 0.065' 8 PLAIN RAIL` PVC o �o 9 GLAZING BEAD' PVC N 0 LOCK RAIL 3 z 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. �— SILLADAPTER w 5 11 SILL ADAPTER' PVC OO 11 J w 20 PUSH BUTTON SWEEPLOCK 0,9g, �o 21 PUSH BUTTON SWEEPLOCK KEEPER o o 3 23 #7 X 3/8"PFH MS STEEL 25 TILT LATCH0 a a m N 26 #6X V PFH TEK SCREW STEEL ❑ 28 WEATHERSTRIP(0.25(Y"SINGLE FIN PILE) Q N't m 30 1/4"X 2"X 6"LONG PLASTIC IMPACT BLOCK ABS 31 REINFORCEMENT 0.25"X 1.5'X 50"(6065-T5 ALUM) ALUM THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1 FRAME F a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 4 HEAD ADAPTER ❑� o Z o p a w � I"GLASS BITE 5 HANDLE RAIL o w 7/8"THICK ]"GLASS BITE 7/g"THICK z o-of 0 Lu 1/8"ANNEALED O 118"ANNEALED o y o 2 O 0.090"SAFLW PVB INTERLAYER 0.090"SAFLEX°PVB INTERLAYER ¢cu"� i O 1/8"ANNEALED F FIJI D 1/8"ANNEALED � AIR SPACE AIR SPACE 0.25'--{ g 1/8"ANNEALED 1/8"ANNEALED I o m ni a i LL STEEL INTERCEPT SPACER r r N STEEL INTERCEPT SPACER _ Z n° INSTANT GLAZE M(DOW) 2400SAS(DOW) L, u"nh 6/24 13 € Gl GLAZING DETAIL ^ DETAIL 1 ❑O o10 f N.T.S. G2 GLAZING DETAIL I i J- M.13Y. JK m 11_i -1.76" CHK ar. LFS 3 ® REINFORCEMENT KEEPER RAIL MUWNG NO.: rc 31 6 FL-15780.3 0 s sH�r 5 Cv 5