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HomeMy WebLinkAboutProduct Approval Florida Building Code Online �, Sf �n I'a ; '. ,* "`• #aG a @`li ,,� i Q �` ` Y t : -i+-= 21 BCIS Home Log In.. User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search ' dbprProduct Approval . USER:Public User Product Amroval Menu>Product or Aoolication Search>Acolication List>'Application Detail FL# FL21705-R2 Application Type Revision Code Version 2017 i Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 3 . n8 C r a Comments Archived Product Manufacturer JELD-WEN ; Address/Phone/Email3737 Lakeport Blvd Klamath Falls,OR 97601 (, (800) 535-3936 fbcl@jeld-wen.com p Authorized Signature Rylee Sumner Fricks i '•� �� fbcl@jeld-wen.com , t Technical Representative JELD-WEN Corporate Customer Service ( Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email '. Category Exterior Doors Subcategory Sliding Exterior Door Assemblies t- >> �• Compliance Method - Certification Mark or Listing Certification Agency American Architectural Manufacturers Association ` Validated By Steven M. Urich, PE El Validation Checklist- Hardcopy Received j Referenced Standard and Year(of Standard) Standard Year x AAMA/WDMA/CSA 101/I.S.2/A440 2008 l° ASTM E1886 2013 s: ASTM E1996 2014 t Equivalence of Product Standards Certified By Approved Evaluation Entity FL21705 R2 En iiv Equiv 016-01 Tech Bulletin 1996 Equivalency.pdf I a FL21705 R2 Eauiv Eauiv WDMA E1886 JELD-WEN 5 6 2016 pdf i i` W http://www.floridabuildin,.orLt/pr/pr_app_dtl.asps?parain=wGEVXQwtDqulXQ6Wb7W9%2byOR5oRC6NVGk-joXlwngNKAMhS%2bPLbIC8Q%3d%3d[8/10/2018 9:35:42 AM] Florida Building Code Online i i r Product Approval Method Method 1 Option A i Date Submitted 01/25/2018 ��P 02/12/2018 Date Validated. - Date Pending FBC Approval .' Date Approved 02/17/2018 I ° - Summary of Products r • FL# Model,Number or Name Description i 21705.1 Premium Vinjrl (V-4500) Multi-Slide Patio Door 283.75"x 96"Insulated Glass(3/16"out % I! Tempered-5/16"SGP Lam in) (XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21705 R2 C CAC XXXXXX LC-P0 353x96 DP- Approved for use outside HVHZ:Yes 55 WZ3.Dddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-55 01/13/2022 Other: Wind Zone 3 Installation Instructions ' FL21705 R2 II PV MTSLDR 6P4T XXXXXP WZ3 FBC 284x96 SS 2018-01-14.Ddf I Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21705 R2 AE PER5392 SS 2018'-02-08,ndf Created by Independent Third Party: Yes I 21705.2 Premium Vinyl(V-4500) Multi-Slide Patio Door 190.75"x 120"Insulated Glass(3/16" out Tempered- 5/16"SGP Lam in) (XXXX) i Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: No FL21705 R2 C-CAC Impact LC-PG50 DP-55 196x120 Approved for use outside HVHZ:Yes WZ3•odf 1 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-55 01/23/2022 Other: Wind Zone 3 Installation Instructions I_ FL21705 R2 II PV MTSLDR 4P2T XXXXP WZ3 FBC 191x120 ' SS 2018-01-14.1df ° Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21705 R2 AE PER5391 SS 2018-02-08.pdf jI Created by Independent Third Party: Yes 21705.3 Premium Vinyl (V-4500) Multi-Slide Patio Door 72"x 80"Insulated-Glass(1/8"out Tempered-5/16" PVB Lam in) (OX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21705 R2 C GAC OX R-PG50-72x80 WZ3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/21/2021 a Design Pressure: +50/-65 Installation Instructions { Other:Wind Zone 3 FL21705 R2 II PV MTSLDR 2P2T OX WZ3 FEC 72x80 SS 2018-02-08.pdf l Verified.By: Hermes Norero 73778 Created by Independent Third Party: Yes a t Evaluation Reports • [" FL21705 R2 AE PER5390 SS 2018-02-08.Ddf L.......... Created by Independent Third Party: Yes � I i A £. s °• Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 1 - 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 electronic j 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 littp://w%%w.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqulXQ6Wb7W9%2byOR5oRC6NVG1 joXlwngNKAMhS%2bPLbIC8Q%3d%3d[8/10/20189:35:42 AM) Windloi,-&Door Manufacturers Asso­ciaion WINDOW&DOOR 330 N,Wabash Avenue,Swte 2000,Chicago,11.60611 MANUr-AG-FURERS ASSOCIA11ON 2'021a Ni SU-ee-Ni ,,M­ShingtorDC.2.K'102-6 312321-6;302. WDMA Date: March 15, 2016 TECHNICAL BULLETIN 2016-01 Equivalency of Editions of ASTM E1996 ASTNIrI996-08 Standard Specification for Performance of Exterior Windo-AN,Curtain Walls.Doors.and Impact Protective Systems Impacted by Wi ndhome Debris in[lurrica nes ASTINI E1996-09 Standard Specification for Performance ofExterior Windows,Curtain Walls,Doors,and Impact Protective Systems Impacted by Windborne Debris in Hurricanes AS7IN1 E1996-12 Standard Specification for Performance of Exterior Windows,Curtain Walls,Doors,and Impact Protective Systems Impacted by Windborne Debris in flurricines ASTINI E1996-12a Standard Specification for Performance of Exterior Windows,Curtain Walls,Doors,and Impact Protective Systems Impacted by Windboiw Debris in Hurricanes ASTNI E 1996-14 Standard Specification tbr Performance ot'Exterior Windows,Curtain Walls,Doors,and Impact Protective Systems Impacted by Windbome Debris in Hurricanes As the Sponsor of the Hallmark Certification Program,WDMA has conducted a side-by-side comparison of the testing and specification differences between the 2008,2009,2012,2012a and 2014 editions of ASTM E 1996. Based on this comparison,WDMA has determined that in all instances,except for compliance to Wind Zone 4, and except for impact protection systems, the requirements of ASTM E1996-14 are either identical to,or improvements to the requirements of all ASTM E1996 editions between and including 2008 through 2012a, or are language revisions that do not adversely affect the performance of compliant products. Further,except for compliance to Wind Zone 4, compliance with any edition of ASTM E 1996 including 2008 through 2012,a constitutes compliance with ASTM E1996-14. WDMA deems that except for compliance to Wind Zone 4,any product legitimately claiming full compliance to ASTM E1996-14 through WDMA Hallmark Certification.Program also qualifies the product for full compliance to ASTM E1996-08, ASTM E1996-09, ASTM E1996-12 and ASTM El 996-12awithout the need for additional specific testing or documentation'.Further, WDMA deems that except for compliance to Wind Zone 4, any product legitimately claiming full compliance to ASTM El 996-14 through WDMA Hallmark Certification Program should be considered as having met ASTM E1996-08, ASTM E1996-09,ASTM E1996-12 and ASTM E1996-12a without the need to list these older superseded standards on the certification or product approval label. WDMA encourages users,specifiers and code authorities to accept compliance to ASTM E1996-14 as having satisfied any contract,specification or code requirement for compliance to ASTM E1996-08,ASTM El 996-09, ASTM E1996-12 or ASTM E1996-12a. With regard to Wind Zone 4, the 2014 edition of E1996 moved the criteria to the non-mandatory appendix, and did not update the wind speed requirements to comply with revisions to ASCE/SE17-1 0. Therefore,it is not possible to deem equivalency between products tested for Wind Zone 4 under ASTM E-1996-14 and those tested under the 2008, 2009,2012,or 2012a editions. Products tested for Wind Zone 4 must be evaluated individually for compliance to ASTM E1996-14. Impact protective systems were added to ASTM E096 in the 2008 edition. WDMA has not evaluated, and make no declaration regarding the equivalency of the performance of impact protective systems amongst ASTM E 1996 editions. WDMA believes that the changes made between the 2006 and 2008 editions of ASTM E1996 are significant enough that no statement of equivalence can be made to this older edition.Products tested to ASTM E1996-06 must be evaluated individually for compliance to ASTM E1996-14. IThe WDMA Hallmark Certification Program requires that any certified product specifically labeled as complying with ASTM El 996-08,ASTM El 996-09, AS7I'V1 E1996-12,ASTM E1996-12a and/or ASTLM E1996-14 must have submitted complete testing and compliance documentation to those standards in accordance with program procedures,and must then be specifically authorized by the program to label to those standards.WDMA reserves the right to grant or rescind extension ofequivalencv to any specific certified product. About NVDMA:The Window and Door Manufacturers Association(formerly known as NWWDA)was founded in 1927,and is the premier trade association representing the leading manufacturers of residential and commercial Window,architectural door and skylight products for the domestic and export markets.WDMA members are focused on Total Product Perforinance"m products that are designed and built to perforniance-based standards.The association is focused on key member needs in the areas of advocacy,product performance,education and information and facilitating business interactions and relationships in the fenestration eco-system.For more information,please visit Nvww.Nvdrna.com. ® WINDOW& DOOR MANUFACTURERS ASSOCIATION 'WDMA DATE: May 6, 2016 TO: Dan Stokes JELD-WEN, Inc. SUBJECT: Equivalency of Editions of ASTM E1886 This correspondence addresses the equivalency of the additions of the ASTM E1886 ASTM E1886 "Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials WDMA has determined that in all instances related to windows and doors, the requirements of ASTM E1886-13 are either identical to, or improvements to the requirements of all ASTM E1886 editions between and including 2005 through 2013a,or are language revisions that do not adversely affect the performance of compliant products. WDMA encourages users, specifiers and code authorities to accept compliance to ASTM E1886-13 as having satisfied any contract, specification or code requirement for compliance to ASTM E1886-05. Sincerely, John McFee V.P. Certification Services Digitally signed by John John DN:cn=J=jmcfe @wdm au,a n=john cf=WDMA,a. com,c=US Date:2016.05.0611:50:22 -05'00' Washington DC Office:2025 M Street,NW,Suite 800 1 Washington,DC 20036 1 Phone:202-367-1157 1 members upport@'rdma.c, Chicago Office: 330 N.Wabash Avenue.,Suite 2000 1 Chicago,IL 60611 1 Phone:312-321-6802 1 wvvv,.wdma.com . NAILFIN / THRUZJA INSTALLATI O — mcc 91srANtt a 3 12 1/2.O.C.MAXI FROM X I 11ry uw. 1 1/2" MIN. 1/4" MAX TYP.NAILFIN I I CORNEPS o-- EMBEDMENT SHIM SPACE i.•".. 4 CLQ 0. [I W."Ace i6'O.C. 0 Q U EDGE DISTANCE MAX TYP. THRU NAILFIN 1.aoa am1 3 .16![aaq .m9[2.lmm] MO dal[4.a­]— — I .las[4.2mm] 1 1/21- MIN. Q _ EMBEDMENT Q Cm P i VI Q = 925 �COPNINa 1 tl w GLAZING DETAIL 'z 0 Scala:2:1 o r 0 33 ERAME SECTION . VERTICAL SECTION(DINE) FRAME JAMB SECTION (DINE) NOTE:Caulk saw..n Nallin9 nang. &Wood Op.aNcr. HORIZONTAL SECTION NOTE: Caulk between Nailing Flange 41 1 & Wood Opening. —BOOR WIDTH: 71 3/4" TYPICAL ELEVATION WITH FASTENER SPACING a �^" ' s Max FrameDP I IMPACT 11 , 71 3/4 x 79 13/16 +50/-65 1 YES L 1,2• alaL WINDZONE 3 Installation Notes: General Not 1. Seal flange/frame to substrate. 1. The produc wn herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#8 PH or greater fastener through the nailfin with sufficient len o penetrate a minimum of 1 1/2" of the adopted ational Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2x wood frame substrate(min.S.G .42) Building Code(FB cluding HVHZ and the industry requirement for the stated conditions. 3. Use#8 PH or greater fastener through the pre-drilled hole • he head/sill tracks at the center(2) 2. All glazing shall conform STM E1300. towers with sufficient length to penetrate a minimum 1/211 into the wood framing.See additional 3. At minimum,glazing is 4.8m pered-10.Omm airspace-4.2mm tempered-2.3mm PVB details for location and spacing. Interlayer by Dupont-4.2mm to ed insulating glass. 4. Host structure(wood buck,masonry,steel)t designed and anchored to properly transfer all loads 4. Use structural or composite shims wh equired. to the structure. The host structure is th sponsibility of the architect or engineer of record for the project Of Installation, Igitally signed by Hermes F.N gi,e€f Reason:I am approving Date:2018.02.0817:42ADS'a SntC '// ♦ ..•'• • .0 PROJECT ENGINEER: DATE: �♦♦ �!/�••• � �� 12/13/2017 3737 LAKEPORT BLVD. `r :•�'� •• � - JEL KLAMATH FALLS OR,97601 This schedule addresses only the taste required to anchor the unit DRAWN BY: SCALE: to achieve lherated design pessu dimpactperformance(where- 7 1HAWKINS NTS PHONE: (800)535-3936 applicable)up to the size umt noted.It Is not Intended as a guide * I * CHECKED BY: TITLE: to the installation process doesnot address the sealing D.CROWELL 1 conplete6onthat ma eire,see the luctionspa Forthe APPROVED BY: Premium Vinyl Multi-Slide Patio D Complete Installs rocodure,see the instructions packaged with the i � �' • � � unit orgolo jeldwen.caNresourceslnslallatlon. 0�•••, �P.' 1GOOSSEN o. ♦ 2-Panel 2-Track OX Stack DISC R: '••....•' ♦ PART/PROJECTNo.: T rawIng and Its contents are confidential and are not to be HES N LR.,,, I► D014906 _ produced or copied In whole or In part or used or disclosed to others / �yy�p������ph u1 DPLA ENTIFIER No. NT NAME AND LOCATION; CAD DWG.IN REV: SHEET except as authorized hyJELDWEN Inc. 398 EasDenia"B�drt�I�[�53004!Le 338 IG0960.02-301-4 Venice-FL PremVnyiMTSLDR2 Cert THROUGH FRA INSTALLA'I I - .11—CE SEE ANCHORING DOGS 2 FOR FASTENER LOCATIONS 4" MAX. THRU HEAD/SILL FROM „h 1/4" MAX CORNERS 1 c.ecl�m SHIM SPACE v. 3 SPACE q� sYW sr E3 ft 16" O.C. a D 3/4" MINIMUM MAX TYP. - EDGE DISTANCE 2 THRU JAMB II`-.JIB II`-,—JIB r.000(xs.•mm] CS .yes[•amm] `O .090[2.3-1n .Ie7(4.5mm] I— —.IOs(4.2mm] I 1/2" MIN. rn I EMBEDME F3 O o r O .997(xl.Jmm] � DCS W 99![ONNINO = GLAZING OETAIL II��II � CC S-IC: 2:1 I Lf Oo g 0 FRAME SECTION(7yPa VERTICAL SECTION FRAME JAMB SECTION (TYP) q HORIZONTAL SECTION � swu v I- 4.---DOOR WIDTH: 71-3/4" I 1 3 TYPICAL ELEVATION WITH FASTENER SPACING 2J�••rwY9Y Max Frame DP IMPACT `°"°�� ` 71 3/4 x 79 13/161 +50/-65 YES WINDZONE ' 3 Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product sh herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#14 PH or greater fastener through the pre-drilled holes i e head/sill tracks at the center(2) of the adopted Inte tonal Building Code(IBC),the International Residential Code(IRC),the Florida towers with sufficient length to penetrate a minimum of 1 into the wood framing.See additional Building Code(FBC)a ding HVHZ and the industry requirement for the stated conditions. details for location and spacing.For 2X wood frame s ate(min.SG=0.42) 2. All glazing shall conform to M E1300. 3. Host structure(wood buck,masonry,steel)to be igned and anchored to properly transfer all loads 3. At minimum,glazing is 4.8mm t Bred-10.Omm airspace-4.2mm tempered-2.3mm PVB to the structure. The host structure is the re risibility of the architect or engineer of record for the Interlayer by Dupont-4.2mm tempo insulating glass. project of installation. 4. Use structural or composite shims where wired. ♦♦/'!l •••••• •• ,(� I� PROJECT ENGINEER: DATE: 3737 LAKEPORT BLVD. •�� = JELDr'�V KLAMATH FALLS OR,97601 • Q DRAWN BY: SCALE: This schedule addresses only starters required toanchor theunit 7 J.HAWKINS NTS PHONE: (800)535-3936 to achieve the rated East ssure and impact performance(where applicable)up to the Imitations noted,Itis not Intended as a guide * CHECKED BY: TITLE: to the installation ss and does not address the seating .D TD.CROWELL consideratio may arise indiHerentwallcondtions.For the APPROVED BY: Premium Vinyl Multi-Slide Patio DoO complel allation procedure,see the instructions packaged with the �� unit to www.jold-wen.comlresourcesrmstagation. �,�'••,• �p OP: ��♦: J.GOOSSEN 2-Panel 2-Track OX Stack 40 CLAIMER; � A. A. \ ♦ PART/PROJECT No.: This drawingand Its coolants are confidential and are not to be HE N 12► D014906 reproduced or copied b1 whole or in part or used or disclosed to Others bbFF]��v�ii ��p����p�phh�GG1]W�gg\\ `` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized byJELD•WENInc, 39e EasDtania dddatlrFfij93004uite 33B G0960.02-301-4 Venice-FL PrernVinyIMTSLDR2Cert Q , �,��•I CONCRETE/MASONRY 4 INSTALLATION Ilk, SEE ANCHORING DWGS 4- MAX, <° I----I FOR FASTENER LOCATIONS FROM 11/4-MIN. THRU HEAD/SILL CORNERS C EMBEOMENT SHIM SPACE L a 2 I'll O.C. EDGE GE MINIMUM JM MAX TYP. Q DISTANCE rr� THRU JAMB 0 Q Z IIU`II v a Low[xx°mml v IF lu P.xmm) A M .lex ta. )- - ,s�ssl[4-1 3 i D D a a I� W usa o = GLAZING DETAIL � 5<"Io:2:I 1 CI O D rl D O FRAME SECTION ITTP1 VERTICAL SECTION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION I .—DOOR WIDTH: 71-3/4 1 3 TYPICAL ELEVATION WITH FASTENER SPACING Z °4. ° " Max Frame DP IMPACT A ° 71 3/4 x 79 13/16 +50/-65 1 YES ,'„tea l WINDZONE 3 Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 1/4"Elco Tapcon or equivalent fasteners through the pre-drilled holes in the head/sill tracks at the of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida center(2)towers with sufficient length to penetrate a minimum of 11/2"into concrete or masonry at Building Code(FBC)excluding HVHZ and the industry requirement for the stated conditions. each location with a 21/2"min.from edge distance. For concrete(min.fc=2000 psi)or masonry 2. All glazing shall conform to ASTM E1300. substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is 4.8mm tempered-10.Omm airspace-4.2mm tempered-2.3mm PVB 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Interlayer by Dupont-4.2mm tempered insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 1111 S F. fvn I `\ - ..•" •• .(� � PROJECrENGINEER: DATE: JELWWENKLAMATH 3737 LAKEPORT BLVD. 12/13/201 DRAWN BY: SCALE: FALLS OR 97601 This schedule addresses only IM fasteners required to anchor the unit � 7 �_ J.HAWKINS NTS PHONE: (800)535-3936 to achieve the rated design pressure and impact performance(where - - . applicable)up to the size limitations noted.It is not intended as a guide * • * CHECKED BY: TITLE: to the installation process and does not address the searing D.CROWELL consideration that may arise In different wall conditions.For the Premium Vinyl Multi-Slide Patio Door complete installation procedure,see the instructions packaged with the i ' C(/ APPROVED BY: y uritorgotowww.jeldwen.comlresevrcesfaslagafion. 0,�•'•. C _ OP:• ���: J.GOOSSEN 2-Panel 2-Track OX Stack DISCLAIMER: a A\ PART/PR No.: This drawing and Its contents are confidential and are not to be HE •••1►I1� LR 4 D014906 reproduced or and Ited In whole or In part or used or are no to to others ' / n ''��•p�ph}T']y� `` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: ,S SHEET except as authorized byJELD-WEN Inc. 39B EasDania�EdaF>Al�[�1�9004 tte 338 G0960.02-301-4 Venice-FL PremVinyIMTSLDR2Cert H STEEL INSTAL N et Ing.m...a. t/2"YIWYW v..t r.om mct c+suea 3 2 �to•°ua.-a _. si.e zN• I SEE ANCHORING DWGS Q gauge mi fOR FASTENER LOCATIONS 4�� MAX. t\ snY sP�cE Soel Stud THRU HEAD/SILL IR M CORNERS >� t/4 X ( J S SPACE 0 0 0 0 I/2" MINIMUM le"O.C. EDGE DISTANCE 2 NA" TYP. l 1.000[x5.4..7 tea[•.xmm) THRU JAMB .050[x.amm] E3 .ter[ssmm)_ I� I —.tcs[•.zmm) m 0 Mln. penetration of three threads p M post frame i ID r .- 1- <� Dow coRnwO x V cYe O GLAZING DETAIL WScala:2:1 = d W g 0 FRAME SECTION(TYP) O VERTICAL SECTION O 0 0 q FRAME JAMB SECTION (TYP) HORIZONTAL SECTION 16f -DOOR WIDTH: 71-3/4'� .e 3 2 c[ TYPICAL ELEVATION WITH FASTENER SPACING v::�NSm M p X Frame DIP IMPACT °•°° :�x'� 71 3/4 x 79 137161 +50/—_65 YES WINNONE 3 Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product s herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#12 TEK Self-Tappings s with sufficient length to achieve a of the adopted Int e ional Building Code(IBC),the International Residential Code(IRC),the Florida minimum penetration of three threads past the frame thic ss.Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)a ding HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be de ' ed and anchored to properly transfer all loads 2. All glazing shall conform to M E1300. to the structure. The host structure is the respo Ility of the architect or engineer of record for the 3. At minimum,glazing is 4.8mm t ered-10.0mm airspace-4.2mm tempered-2.3mm PVB project of installation. Interlayer by Dupont-4.2mm temp insulating glass. 4. Use structural or composite shims where uired. !1 •.••• •. ,(� / PROJECT DATE: 3737 LAKEPORT BLVD. ,���,;•• ..``� - 12,13/2017 ELIC \ T KLAMATH FALLS OR 97601 Q `J This schedule addresses only aslenars required toanchor the unit 7 �_ ),HAWKINS DRAWN BY: SCALE: NTS PHONE: (800).535-3936 to achieve the rated desl ssure and impact performance(where applicable)up to the ' Imitations noted.It Is not intended as a guide * : CHECKED BY: TITLE: to the Installallon ass and does not address the seating9 T T D.CROWELL considerall may adseindifferent wall conditions.For the Premium Vinyl Multi-Slide Patio Do complel - allation procedure,seethe instructions packaged with the i CLl APPROVED BY: Y unit atowwwjeld-wen.comirescurrjnstallaGon. O � ,�-' C pP.'• ��� IGOOSSEN 2-Panel 2-Track OX Stack - • .' \ PART/PROJECT No.: SCLAIMER: HE / r'�tr][��7��• �'(y� 1� D014906 This drewingand its cord enlsare canOdentlaland are not tobe ��F)��d�rPAvR377g ��` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: /t SHEET reproduced or copied in whole or in pad or used ordisclasetl to others 398 East IYa/i]�,appyy� �uito 338 /y except as authorized byJELD-WEN Inc. Dania Do G0960.02-301-4 7 Venice-FL PremVinylMTSLDR2Ced NOTES: 4.2721-- ANCHOR PATTERN LOCATED IN TRACK 1 SHIFT AS DETAILED HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL W N 2"OF KEEPER LOCATION ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN CK TOWERS IN JAMB 3[�NAIL FIN INSTALLATION 5 24 OC MAX 0.172 THRU TYP L_!0.375 T FIRST&SE WALLS TYP Ql 2 r R DETAIL R SCALE 1:1 24 OC MAX } ` ••• i UNLESS SPECIFIED ALL DIMENSIONS IN INDIES PROIECTENGINEER: DATE:9 Lakeport 8lVd• .�1 = �` J" •��0 r DO NOT SCALE DRAWING-REPORT ANY ERRORS NHERTZOG /llf2 ELI WEN Kla�737 N 7 .._;.. DRAY,,,BY; NCA E; math Falk,OR 97601 * j * _ {UNLESS SPECIFIED OTHERWISE) A BURWELL 1;10 W i N 0 0 W 8 A D 0 0 a S Phone:(541)8R2-3451 EHEcREo OY: III": 2-TRACK FRAME p T T ' UNDER 10'-0"t 1132 x t.1 J JONES o •, L A;' <v�� OVER 10'-0•t I/ib )(1.07. APPAOVLOBY: MUL LIDE PATIO DOOR J JONES JAMB A R HOLES DETAIL Iii tS ANGULAR f. xxx t-416 IOENm Na MODEL NO vu: UNIT ASSEMBLY TOLERANCES "`0012967-198.ipt P012967 k� E 5� ! HEIGHT t 1/16 WIDTH t 1/16 305 Ent 0 814-4 Shite 338 62O751EMViKi.ALLRIGHTSRESERVEDHODUMJCA •— REP: SRET Dante BeenL.FL 3300♦ MULLION t 1/I6 FRAMON t 1/32 L157n1&ETIONPERNITTEO.JELP'NEN,ucCONFlDENTIALANDA ETARY. B 9 OF 17 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 5 FROM END TYP 2>TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3�ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS AT EACH INTERLOCK AREA WT ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL 1 S>TYP 4 ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS APPROXIMATE CENTER OF 4 EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG35/50 DOORS WITH THRU FRAME INSTALL 4.272 � DETAIL S EXT 1 SCALE 1/4 LENGTH/(#OF PANELS)/2—r LENGTH/(#OF PANELS)TYP -�3TYP� S � i�� \� U� V 5 4.z72 �_- , EXT 1 LENGTH/(#OF PANELS)TYP :4PATTERN 1.819 11/2 EXT! PATTERN DETAIL T SCALE 1/4 56.172 THRU TYP LJ 0.375 Z FIRST&SECOND WALLS TYP DETAIL V TYPICAL HOLE sC(�hDIL!►�u,,,�� 4.272 \\\\\��g F. UNLESS SPECIFIED ALL DIMENSIONS IN INCHES PROJECT ENGINEFA: DATE: 3737 Lakeport Blvd. 0 DO NOT SCALEDRAWING-REPORTANY ERRORS NHERTZOG 9/11/2 15 Ji f- y DRAwN BY; 5`A AJELIMEN Klamath Falls,OR 91601 S SHOW W'L N ll O W Y aE n n o R s Phone:(541)882-3451 (UNLESS SPECIFIEDOTHERWISEI ABURWELL __MRMM/PAkTTOLERANL� MEMDW. mLE 2-TRACK FRAME DETAIL U T T UNDER 10'-0"±1/32 A±.1 J JONES MULTI-SLIDE PATIO DOOR EXT 1 O ( A:� ki OVER 10'-0°±1/16 .XX±.02 AroROJiuen SCALE 1/4 : T 2 \ J JONES 6 SILL AND HEAD ANCHOR HOLES DETAIL ;S. .•••• dZ\\\ ANGULAR± le •7(X1(±.006 IDENTIFlER No. MODEL N DRAWING No.: H mYOR \P UNIT ASSEMBLY TOLERANCES ID012967 395.ipt P012967 �L�IA��LE ���Lpyglk HEIGHT±1/16 WIDTH#1/16 D-IS JELDWEN,6c.ALL RIGMFS RESERJEDNO DUPLICATION OR REv: sLJEEr 308 FaeD.i.B—h.FL 33004 Le 39B MULLION±1/16 FRACTION±1/32 CIGTRIBUTION PERIJRTEDJELD.NE1LHo.CO*1DENTIALANDPRONUETARr B 10 DF 1 .001, NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK ERS AT HEAD OR SILL —5 lYP 2>TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER A IGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3�ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT H INTERLOCK AREA 7±>1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOW 0TH HEAD AND SILL �q MTYP 3 ANCHOR PATTERN LOCATED IN TRAC OWER APPROXIMATE CENTER OF 4 EACH CLOSED POSITION PANEL INTERL AREA �j ©CONFIGURATION FOR PG35/50 DOC) I NAIL FIN INSTALL 4.272 O� EXT 1 DETAIL W SCALE 1/4 ENGTH/(#OF PANELS)/2 LENGTH/(#OF PANELS)TYP — 3 TYP— z --� XQ3 � Z 1 5 4.272 EXT 1 LENGTH/(#OF PANELS) EXT I PATTERN,SYM DETAIL X SCALE 1/4 {d.172 THRU LJ 0.375 T FIRST&SE D WALLS TYP I DETAIL Z TYPJGA� HOLE 4.272 � � 2 ` i UNLESSSPEGFIEOALLDIMENSIONSIMINQIES PROXCTENOINEER: DATE: 7'�-��j Z :O i DONOTSGLEDRAWING•REPOIiCANYERRDRS N HERTZOG 9/11/20 EL1 7 ry EN 3737 Lake ort Blvd. 7 S �A Klamath Falls,OR 97601 I * * (UNLESS SPECIFIED OTHERMSE) A BURWELL SG^S SHAW I!1 D I)W S IF I)(1 0 R S Phone:(541)882-3451 E DETAIL Y — CHEUED BY: TTTLE: SCALE 1/4 '•, T T UNDER 10'A"11/3z x 1.1 J JONES TRACK FRAME OVER 10--0-11/16 XX 1.02 APPRWIDBY• MUL IDE PATIO DOOR ANGULAR t 1° XXX 1.006 1J JONES Mo�L 6 SILL AND HE D NCHOR HOLES DETAIL HE�tD CNpRFIiF7�A�. UNIT ASSEMBLYTOLERMCEs '" DINTIIIR "x'012967 394.ipt P012967 d bti HEIGHT t 1/16 WIDTH t 1/16 AEW - sREET 3BB Fast 0-d•Hi4��aEri"a. 4ite 33B 02015 JEL0.WEN,me ALL RIGHTS flE5ERVED.NO DIbOLA Dacia Beach.F1 33004 NUWON 11/16 FRACTIDN 11)32 DISm18UTIONPERhOTTEDAEU}WEN.in,CCNFNONTIALANOP MY. B 11 OF 1 zloo� NOTES: —5 TTP— 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITH RACK TOWERS AT HEAD OR SILL —5 2�TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 ER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3�ANCHOR PATTERN LOCATED IN TRACK 1 OWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRA TOWER BOTH HEAD AND SILL 4e �7 S>TYP 4 ANCHOR PATTERN LOCATE TRACK 1&2 TOWERS APPROXIMATE CENTER OF i n i EACH CLOSED POSITION PAN NTERLOCK AREA 4.272 ©CONFIGURATION FOR PGyffO POCKET DOORS WITH THRU FRAME INSTALL 4.272 POCKET HEAD ANDS ND;MIRROR FOR 2-POCKET CONFIGURATIONS DETAIL AH EXT 1 DETAIL EXT 1 SCALE 1/4 SCALE 1/4 4 LENGTH/(#OF PANELS)/2- L H/#OF PANELS)TYP 3 TYP-- 11/2 a 2 A] AH - /- \ ALS ` AK I IAM 4.272 I EXT PATTERN ��.819J{--- LENGTH/#OF PANELS) 1 PATTERN DETAIL A] 0.172 THRU TYP EXT 1 SCALE 1/4 LJ 0.375 T FIRST&SECON LLS TYP DETAIL AK TYPICAL F�A 4.272 SCALE 1/7`��```S F. ♦♦♦ Cr� 0 i Falls UNLESS SPECIFIED ALL DIMENSIONS IN DRHES PRDZGT ENGINEER: DATE: Z: �.O DO NOT SCALE DRAWING-REPORT my ERRORS NHERTZOG 9/11/20 EL1 EN Klamath 3737Lakep9ORrt BW7601d. / 7 MAN BY: sats , 9 • * (UNLESS SPECIFIED OTHERWISE) A BURWELL AS SHOW '1 y O(l N'S K D O O D 5 Phone:(541)882-3451 Ilf)3ARTTOTERIW[E� cNECKEo m: mLE: -TRACK FRAME DETAIL AL =, 9 T UNDER 10'0"t 1/3z x 3.1 ]]ONES MUL IDE PATIO DOOR OVER 1D'-0.31/16 .XX 3.02APPROVED m' 1 SCALE 1/4 ��0� P' ��'�♦� ]]ONES ©SILL AND_HEA CHOR HOLES DETAIL i CC .......... ('j ♦ ANGULAR 3 I° .XXX 3.006 HE�S \ IDEN"1DE0.Ib. NODEL m]pj3F �R UNIT ASSEM9LYTOLERANCES "p012967-314.Ipt P012967 A S` HEIGHT 31 16 WIDTH 3 1/16 REv Starr 338 Eaal Dedd R/nkl�LElhd.Suite 338 / 91015 ELOWaI,rc AL- RESERVED.N000PL1CA Dade Beue6,FL 33004 MULLION 31/16 FRACTION 31/32 oaTRl3uraN PERMmEo.ELo-'NEN.tceONHDENna.ANo ARv B 14 OF 1 398 E Dania Beach Blvd. BUILDING DROPS Suite 338 a_ Dania Beach, FL 33004 . z. A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Premium Vinyl Multi-Slide Patio Door Impact Rated for Florida Product Approval Repro No. 5390 Current Florida Building Code Method: 1—A (Certificate Method) Category: Doors Sub—Category: Sliding Product: Premium Vinyl Multi-Slide Patio Door—WZ3 - 2-Panel2-Track OX Material: Vinyl Product Dimensions: 713/4"x7913/16" Prepare For: 3737 Lakep wt Blvd. Klamath F,311s OR 97601 F. Prepare by: Q- .• F Ali ; �•• '� Hermes F. N rero, PZ Z Florida Professional Engineer#73778 Date: 12/1 /2017cc conte ts: 0 %. Evaluation Report Pages 1-3 'I,SS/ONAX- Digitally signed by Her es F.Norero,.P.E. Hermes'0!M WO', P.E. Reason:l am approvinc this document Florida No.73778 Date:2018.02.08 17:35 37-05'00' BUILDING DROPS A Perfect Solution in Eve Drop! Date: 12/15 017 Every p• Report No: 533 90 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Doors Product Sub-Category: Sliding Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Vinyl Multi-Slide Patio Door—WZ3- 2-Panel 2-Track OX Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval,Florida Department of Business& Professional Regulation-Florida.Building Commission. Hermes F. Norero,P.E.does 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. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions D014906,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters.. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering in Wind Zones 3 or less. 4. Site conditions that deviate from the details of drawing D014906 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions D014906 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 / . BUILDING DROPS Date:, 12/15/2017 A Perfect Solution in Every Drop! Certificate of Authorization:29578 Report No: 5390 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a program audited by and approved by American Architectural Manufactures Association (FBC Organization#: CER1498). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA/I.S.2/A440-08/11 • ASTM E1886-05 • ASTM E1996-09 Referenced Data: 1. Product Testing performed by Architectural Testing,Ince. (FBC Organization#TST4311) Report: NCTL-110-17-021, Report Date:04/10/2017 2. Certification Agency American Architectural Manufactures Association (FBC Organization#CER1498) Installation: Refer to Installation Instructions(13014906)for anchor spacing and more.details of the installation requirements. Design Pressure: Configuration Size Design Pressure OX 713/4"x 79 13/16" +50/-55 PSF Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3