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HomeMy WebLinkAboutProduct Approval-Door Florida Building Code Online • https://www.floridabuilding.org/pr/Fri app_ist.asps { . .+..,�..._..,-. .. .+.Y ',.: s. ..f . .., i � _ .. f.. Y . . ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us': ~''i Product A royald `4' p ii Sae USER:Public User 146 CFI`$Q r 9 Product Approval Menu > Product or Application Search>Application List 0 4, 4)0. 4429 4A: , Search Criteria Code_Version 2017 FL# 14/ Application Type ALL Product Manufacturer 0.4 Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results-Applications _ ____�.. __..,___ 1 FL# i Tyne Manufacturer Validated By 1 . v FL12769-R9 i Revision i JELD-WEN. •National Accreditat Ii FL#: FL12769.3 •Management Instit History ! I Model: Contours Steel, Wood Edge (804) 684-5124 I Description: Full Lite, Outswing Door, w/or w/out i• I Sidelites, 12'-0" x 6'-8" I Category: Exterior Doors !Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Under Florida law,email ad'd'resses are public records.If you do not want your e-mail address released in response to a pu electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please cc Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the - they have one.The emails provided may be used for official communication with the licensee.However email addresses are supply a personal address,please provide the Department with an email address which can be made available to the public.To Chapter 455,F.S.,please click here. Product Approval Accepts: Credit. Card Safe . security*M ETR IC s` I oft Ol/l1/2019 06:29 AM i 1 r I I � Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—w... • • . I 1.t• • • • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us dbpr "USER: Approval V. °9`"USER: Public User Product Approval Menu > Product or Application Search > Application List>Application Detail i*eIfrFa • • FL# FL12769-R9 per SEB ®6 2.719 "'gra„ Application Type Revision St be 4u9p�rt tye Code Version 2017 Co nt Application Status Approved *Approved by DBPR. Approvals by DBPR shall the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com 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 9 rY Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute 1 of • 01/11/2019 06:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dthaspx?param=w... Referenced Standard and Year(of Standard) Standard ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Arch FL12769 R9 Equiv ASTM E84 Equivalency Le Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/08/2017 Summary of Products FL# _ .Model, Number or Name Description 12769.1 Contours Steel, Wood Edge Full Lite, Inswing Door w/or w/out . . Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC NI009887-R Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No 03/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12769 R9 II A008730 SS 2011' Verified By: Hermes F. Norero Flor Created by Independent Third Pad Evaluation Reports • FL12769 R9 AE PER3791.1 SS 2( _ Created by Independent Third Pad . _ . . . _ 12769.2 Contours Steel, Wood Edge Full Lite, Inswing Door, w/ or w/oul Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC NI0098.87-R. • Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No . 03/31/2020 Design Pressure: +661-66 Installation Instructions , Other: FL12769 R9 II A008730 55 201 Verified By: Hermes F. NoreTo Flor Created by Independent Third Part Evaluation Reports FL12769 R9 AE PER3791.1 SS 2t _ Created by Independent Third Pari 12769.3 ' Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/o Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC N1009887-R. Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No 03/31/2020 Design Pressure: +55/-55 Installation Instructions I Other: FL12769 R9 II A008731 SS 201E 2 of 4 01/11/2019 06:29 AM • Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Verified By: Hermes F. Norero Flor Created by Independent Third Part Evaluation Reports FL12769 R9 AE PER3792.1 SS 2l • Created by Independent Third Pad 12769.4 Contours Steel, Wood Edge Full Lite, Outswing Door, w/or w/o • Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC NI009887-R• Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No 03/31/2020 Design Pressure: +66/-66 Installation Instructions Other: FL12769 R9 II A008731 2015-1C Verified By: Hermes F. Norero Flor Created by Independent Third Pad Evaluation Reports FL12769 R9 AE PER3792.1 SS 2i Created by Independent Third Parr 12769.5 Contours Steel, Wood Edge Half Vent Lite Outswing Door, 3'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC NI011489-R Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No 01/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12769 R9 II A009078 SS 201_ Verified By: Hermes F. Nore'ro Flor Created by Independent Third Pari • Evaluation Reports FL12769 R9 AE PER3793.1 SS 2( Created by Independent Third Part 12769.6 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/o Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R9 C CAC NI011352-R Approved for use outside HVHZ: Yes Quality Assurance Contract Exp Impact Resistant: No 12/31/2020 Design Pressure: +50/-50 Installation Instructions Other: FL12769 R9 II A008496FL.pdf Verified By: Hermes F. Norero, P.E Created by Independent Third Pad . Evaluation Reports FL12769 R9 AE PER3833.pdf Created by Independent Third Parr Back Next Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pu electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions, Blease cc Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S. must provide the they have one.The emails provided may be used for official communication with the licensee. However email addresses are supply a personal address,please provide the Department with an email address which can be made available to the public.To Chapter 455,F.S., please click here. Product Approval Accepts: 3 of 01/11/2019 06:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... CrFdlt Card Safe CER= 4 of 4 01/11/2019 06:29 AM NAMI NOTICE OF PRODUCT LINE CERTIFICATION ..Acc. " Certification No.: N1009887-R4 Page 1 Date: .05/17/2009 It.w 1.6 Revision Date: 05/19/2015 1 Certification Program: Structural ''.47eo4p7,sr� Company: Jcld-Wen Code: 3-1114-3 The"Notice of Product line Certification'"is tialid only when Administrator's Seal is applied to the upper left hand portion of this limn and a certification label is applied to the product. "1 his certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed belt a arc anprused for listing in the Director: of Certified Products.0 is‘‘sc.\'\\IICertilicat;on. oto. Please review. and advise NAMI immediately if data. a;shown requires corrections Company: .leld-Wen Doors 3737 Lakesport Boulevard Klamath Falls,OR 97601 Product Line: Jeld-Wen's Contours/Energy Saver Glazed Wood Edge Steel Entry Doors w/Glazed Sidelites Test Report: NCTL-110-11987-1,NCTL110-11988-1 & SJW2009-200 Section 1:General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The headijamh corners were fastened with three (4) 16 ga 7:16" crown x 2"long staples per corner. The threshold was attached to the side jambs with three(3) 16 ga 7/16" x 2" long wire staples and (2) 48 2-1;2- long screws at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two(2) face sheets of 24 gauge(0.021"minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1.8"sheets of clear tempered glass. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway.I bry es.VA 23072 TEL(804)684-5124 FAX(8041 684-5122 SII Certification No.: N1009887-R4 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODI. 2.2 Astragal: Endura Ultimate Hurricane 2.3 Sills Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Acceptance Data provided with Certification Documentation included: 3.1 Surface Burning Characteristics of Building Materials,ASTM E84-08, Dylite Expandable Polystyrene, Intertek Report Number 3113726SAT-001 Rev.1. 3.2 Standard Test Methods for Tension Testing of Metallic Materials. ASTM E8-08,Steel Door Skins,ETC Laboratories. Report No. ETC-08-056-21686.0. 3.3 Product Evaluation Report #2948 prepared by Alexis Spyrou. P.E. Texas Professional Engineer# 102957,Dated 07/14/2014. Sec additional Pages of Certification litr Certified Product Line Matrix(s)and Installation Details. Ilyou have any questions regarding this certification.please contact NAMI at lRO4)( 4-.5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Ha3es.VA 23072 TEL(804)684-5124 FAX(804)684-5122 NOTICE OF PRODUCT CERTIFICATION fP CERrgyr oe4�J�,art'k�. �'6y Company: ,1ELll-1\EN Doors Certification No.: N1009887-R4 Page 3 • z, 3737 Lakesport Boulevard Certification Date: 05/17/2009 1 .e •17 g ^Y Klamath Falls,OR 97601 Expiration Date: 03/31/2020 • 4.. �. Revision Date: 05/19/2015 qt._IEDProduct: Jeld-Wen's Contour/EnergySaver Glazed Wood Edge Steel Door w/or w/o Glazed Side- I,ites(w/Wood Frame sinless noted) Specification: AS'I'A E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NA\I1(Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NA\11's C'ertiled Product listing at 1Nmv.N;unicertitication.cnn3. NA\11's Certification Program is accredited by The American National Standards Institute(ANSI). -I Inswing . Glared Design Missile '.fest Report Number Configuration or Or Maximum Pressure Impact f Dra�singNumber& Outswing ; Opaque Size Pos/Neg Rated Comments X I•:SorO'S (ilazed 3'2"\6'10" +55.55 No 'C'11•Ito•IIVS'.I'1111.1198x-1's)\y20(1 001LR2't-l8\\'.Ii1.1 Sits Panel Si, 3.0"\6•7•'Ia)lichl()penny.I.y..x 5'1" Single I NV it\Ilrlace Noll; . .. .. ..,.. ...... .. .. ., .._ ...... .. .... Ir II1tl \( x >I, \1115'31.\(111291 111 III Ikltll. NI X l:S or O'S • Glazed 3'2"\6'10- 166.'-66 No 41.11.-I Io 11'15•-I 110.1 p71\ I\.lW20110-210 l l R2'145\\••169.1 Ski'.Panel Si, ;• ?•n"\((--I)av110111(Volum; I'V'-%5'3" Single .. __..._. ...._`___._._..__..__.. __._.. __.._.-.._ ._.._... Itulallallnn lkintIs. A1510731):\115731:\0111'4 O\•t0 I•Sor(-)S (hazed l)'3-86'1(1" •155:_55 No • 4t I1-1111-110s7.1 u1-119ss-1.$)\s10l9.200IFIIN.(s\\-11,03 Spas Panel tier. t'o•.'.(;"•I)a)hglll O emu: I'0"s S. Single\v/Sidclite P 13 ii surface Nob; In,t.11latinn Ikinit, A0007 10 A(11573I At/11204 OX-XO 1:S or OS (Hazed 6'3"X 6'10- 1.66,-66 No TTI.-1 10-1 1007-1.110-11'150-I 5)\\70110-205 PIR20as ty.lee-1 SI11Lll`\1'r51[1CI11[' , \1;15 Pawl Si73'11' h•'•"t).n lighl t)i'ninr;IV.\,'3" u Suiliicelioli. - -- _ IIt.IaII:111V11[Mad.: +\l1007,1I At 8i8731•,1111 1'04 OXO 1.5 or 0;S Glazed 9'-1"x 6'10- 155.-55 No \(71.110.1105:4 110.11000,1 5)\\21100 2111 P1,1:".i,\.1504 Mas Pawl Siic:3.0••5 6•-'•1)a)hetet 0 Milo:I')•'\5.3" Single\\iSidcltic l" N ii smlicc 13011, In.nll cion I)cnd \u1)5'10 A105731 A01120,1 •OXO S or 0/S (;lazed 0'4"s O'I0.. +66,-66 No M'ri.-I 1(1 1967.1 11111 1950-I S.1W2019-lou i 102940\1-1694 I • \145 Pawl Si, :111 (f-"iln�li Ohl l) Wino'I''1'• ,'\-' Single ss.-Sidclilc I"' 1t swims,'me, Imtalllmon Details: AoasTuy;\ln5731.\111 1291 National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-512-1/Fax:(804)684-5122 NA1111 AUTHORIZED SIGNATURE,: '14° JtLU-WtN UUUK INS ALLA I1UN Ut IAILS IALS Lt 1 CONTOURS PREMIUM STEEL WOOD EDGE Lt-I,.rl.",e:-.:,„t•A11.1;' FULL LITE NON-IMPACT OUTSWING I!I :..A'iii .. 1! 1,':•i.r'A . ."1•.:N •..,1r '2:t,' =1-'IIP!.ti, GENERAL NOTES 1. .,r r+ ., •,I A.a 1 THIS PROrIIr:T IS D-SIGNED TO COMP!V WITH CURRENT INTFRNATI TNAt ....Il!PING;-ODE.I.B C.A INTFRNATICT(JAI TESIPFNTIAI ..... _ _ �.•••..: _`I!."A.I`,--_-_.•,__-'''..4.1 H:•'•:' •tN^^•I''104.'''_--__ COCIF it R r:,1 AND THE CURRENT F!('RIPA RUII PING Cr?DFS IFRC:I.INCI UPINC3'IV 17 ANP HAS BE FR EVA!IJATFP IN•IIa:CTRDANCF ., --:::iii _ N. ----7-T,,Tr-- -:n TAS-2(4-!'4 A;TE E LIQ-II2.E2ILI-P1 EJ:I,-;A.AND AAMA 1 ti(-02 NOTE:IIDLSMART FRAME IS I(0131 E11-MP+ANL)I?NL'[IA rIU t-.`'Ii I FOR'VINTIZONF"I - -- --- COMPONENTLIST - - -_ - - ------ ----- -------- -- 2.IX ANP 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPER!V TO TRANSFER I OARS TO THE STRUCTURE RUCK ITEM DESCRIPTION MATERIAL OTY. MATFRIAL MOST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER - I NON-COMPRESSION SHIM!0.25"MAX.TIIK WOOD AS REQ. .).CONGRE'TE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL 2 2x WOOD SUB BUCK(S,G-MUST BE 0.55 OR GREATER! WOOD ASREO.IIAVE A MINIMUM E.or:lamps,OR MASONRY:CMII SI!ALL CONFORM TCI ASTM GRP .1 I.WOOD SUB BUCK(S,O.MUST BE 0.55 OR GREATER, WOOD AS REO, 4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN UN SHEETS u K 7, DIMENSIONS St!OWN FUR ANU IOR SPACING ARE ALWAYS 4 illll WOOD INSTALLATION SCREW Wr 1 1 MIN EMBEDMENT STEEL AS REQ. FROM EDGE OF UNIT FRAME.ANCIIOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 5 3115"ITW TAPCON ANCHOR WI 1 1:'4`MIN.EMBEDMENT STEEL AS REQ, 5 THIS DOCUMENT SI IPERCEDES OTI IER ANCHOR INSTALLATION 6 119 X 2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 INSTRUCTIONS FOR NON-IMPACT RATED DOORS, FOR OTHER '49^MAX FRAME - 7 48 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS 12E0. 37 V2"MAX IMPORTANT INSTALLATION INSTRUCTIONS.REFER TO JELD•4VFiN I I! .2'MAX,FRAME FRAME TVP, 8 49 X 3'4"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 DOCUMENT X111 IUD ONS1 ALLATION INSTRUCTIONS FOR 0 L,U A I"OA.IG NONIMPACT FRAME BY ODL Pnlypropylent! I OR•) PRE-I JUNG ENTRY DOORS,°UUND ON THE IELD•WEN SHT.F3 WEBSIIIr.1&1.0 WEN COM:LtARN.RESLH RCT-S: 10 KWIKSET LOCK SERIES 400 STEEL 1 INS!AL LA PON K FINLSI UNG I • 11 KWIKSET UEADBOLT SERIES 780 STEEL LURIDn APPROVED SI Ill TIERS ARE NEEDED �' I I '•2 I.0.A,IG NON-IMP SMART FRAME BY ODI. Polyptnprlenc I OR 4 WHEN IMPACT PROTECTION IS REQUIRED :n Tl w 1',:' 13 314"QA.IG NON-IMPACT VENT LICIT BY ODI. F'nlypn)pylcno �NTC POSTS DOUBLE-BACK �,- C ® t",:FFI,:ri.:I .-.GRAC MUI L 8 Li)UBL_•BAGK 1Ah1RSm+„•+ 4' nRF.INTFRCHANGFARI F.SEP SHEET FOR .. 110.r 1. 2 r2r. " NOTE PRODUCT((AS NOT BEEN RATED FOR h!l1l.LING INSTRUCTIONS zL- • ® * / WATERINFILIRATION, II AUDIURI TY HAVING • Jl AI I FA&'TFNERS IN W'000 SI+AI I. JURISDICTION REQUIRES THAI PRODUCT MF.FT 1 • EIPi:OVNTERtilJNK3•Hi BEEP ? w 71TIS REQUIREMENT.PRODUCT St IA1.1 BE USED C > T o E540101 F. 3,16"—I4,-- ,�a s `;MEN INSTALLED AT LOCATION PROTECTED El? _ _ A b :.. 'T +-i I rv.: n•;F AI_1v= OVERHANG SUCH THAT OVERHANG IOHJ RATIO= 01 rV i'I r'!!(_f' E r • "J N OH LENGTH:-ON HEIGHT IS_ I.! I _ • p _ a7 'JJ �t:,:,,r,):.T .utlt: -x: .;:ffG,atl: - O m 4 lira,FA:;i:60.1;le!, 'ATIi• - J ,L Fc':J..I^t 1:t:lln:.l.I'Ll,-f,ilt:r'15 Q h g .. ?L'',ullalu_•or.r:;:.1k�_as 12-0 X 6-8 ELEVATION k ^ E o NON-IMPACT LITE _ ..1' ► M v a 37 I.2"MAX.O A. SEE SHT.F:3 DOUBLE DOOR WI FULL'3.0 SIDELIT ES IOXXOI ; FRAME IYP. I I I I 75'MAX,FRAME...I Imo- 5 MAX.FRAME— 1 I t I;,'1;2'MAX.f�fFRAME I I !,1 1•Z'MAX FRAME I I w 1 1.._ J i- \ / / \ - ,� / v, IIT ti ' • • / ' • '`s I ''. • • / J z �, \ ` / / ' \ / w g ,.IL :=- !ii: L ,"s /1 / / , • / a �. �t ) a r.. •--g z J 72< / A \ \ I / r: u A lo.! -16 5.:71':L At.11!L r(II:L L, IS_L , - �'{ IVF:, t'B ` �Ilk11 II EJ FINEI'. 11X:.,"r1 Iw *; r 3-0 X 6.8 ELEVATION 6-0 X 6-8)OX), 6-0 X 6-8(XOI 9:0 X 6-8 10X01 9-0 X 6.8 IO0X OR XOO) 11 11 I/ f O SING)F(XIS,0) 1 I1 12-MAX FRAME `�\I11 f//7// n o ,C ( I--74 MAX.l.InxFRAME I I S i F. 0 ',..,:. w ligitally signed by Hermes F Norero,P.E. �,_ ei-n X 0-8 IXXT �`� `p,�� `';^�(��`��% eason:I am approving this document i H' �\G NSA '•�O ' - L. - late:2015.10.03 18:13:39 04'00' / m y ,`+'11 , No 7377$ • 12.'-'0"0111 ry'I[rT INDEX - 'S ® • I - Lf ...�. . i all -! DLSCRIPIION ._4 • • "'STATE OF Z =•• G LUBBECKE - - g•('tR:d V,11 I¢II rr1 rI r rl 1 r•, _f ,.1. ,„ -'- ---'---- , L-� ,L•;R.n. ED. I. ,1.-.t; _ ,} • : j E (U �... y.tiAFFFI I _ .,iii•':i':i;u:; Giu!in�i•p I,',` 1 .0 'I.•♦ • .4437/. I i• !N:Ce II I,J.L:.•0,..11-1,1i1,41,.!1.4`...;C,'. :�C: • ^o r:1%.4.rr..:-;T,11,1M- 141.1F T`:;I',H.:7n,-%'i,.:.er-r 9.0Xii-8 39 :1 i :E%�CRgF�(�,C67x`„ 8 A008731 II r1:. -n_ ,.n• fJfy`Iy ,a�- TmAs I rii,l ,JR.kO: 'L. i U :i'Le;,'.: FBPE F{RjtOF11H1T{.M.29578 1 , /. 1X'roA.,.. F.RAN,E_______ —:3,1 I:''\IA..i RAmc:-- -'3 1.2"MA.,rIZAmc--- —:.:'mA.K I;:.AML— is,•..••mA _ 15 1.,,,MAx. -- - -- _ fit O. FRAME'Tyr— rimmE Typ— — .r_i____ IS - -- XIII. • ,,.. ...Is-I IN m I I r I=1• 0 \ / 1 0 I,:.0 •-1 0 tri 1.i \ / \ .I :e \ / \ •";E' KI ; ) < • ) • a U: / \ / .> .1- w .' .0 • ,...........1i sen,......, • i .... ita,, IN I 9‘;717:.k" INA t;I rA 4, '11'ff. I r 11QU - ' '---"' 1",MULL ..0111141 i..,t 4,,til.kly.1,., C> 14 c..u1 '.;c,,,..r, 8-1 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR WI 1-7 SIDELITES(0XXO) DOUBLE DOOR VV: 1-2 SIDELITES(XXI)OR OXX) NI . .- .-. . 3 u ts2.kr NON-IMPACT LITE x 37 1,/'MAX • ", ',F, E,_ " SEE SI IT.a3 -- ILIX FRAME — -- Si'MAx.r RAM ..-.E 1-88 1 r.,MAx FRAME-- < — rRALIC — . . / ....,c.) n --- — / I I 1 a , • C •I \, '•8 II/ I X •..- / • • < • S __, .....‘ ..... . . ... . •• 0 0 ..... ., ...... ..., Li.J riri tt \3,1<::, "PE! / ''''T'''' 1"1,.f:V -- — ,,Iiiiii, , t,-, . i‘,„ § 4-2 X 6-8 ELEVATION 4-2 X 0-8 ELEVATION fi-I X 0-8 ELEVATION 1-OX 0-8 ELEVATION , , s‘‘.KES F. Aio_ Ii.„ cz , DOUBLE IC/XI DOUBLE IX01 TRIPLE i3OXO) VENT LITE ix; s.••• eNsis ....4., ,. fez, <„...... ... 'Z' : \•\ • !. ..•130 1:''''. ti5 '4 ... ... :. Na'7(3178' * ▪▪ •NOM: - k.....,..:...„..,, .13 T.- STATE OF 2 cr :2, - G.LUBBELI.,L ' • ..../41 A.1r...r.' Qj ••• '',• S.5AFFF,A. ••• , ""1414. -"'• .‘*.r3R4' ..... 3999•''''•• :&CH tiLVDI,M*8 —'... i, tetirtuF,x3.wi‘ A008731 FBPE AUTOVII19.29578 ...• 2 • ! tin{ . . APPLY DAP ALEX PLUS SILICONEuI;g'MAX Cl I.r) 1 6-11A X 2" .-.OR EQUIV.BETWEEN I '— PFH SCREW AT JAMBS BEFORE MULLING fl",_--. __e.L•_T�_S 17-1 EACH MULLION TNT. II"MAX D.L.0.--.— �— --2I"MAX U I..(1. I fLA3 •_ III F ED ACTIVE 1 I i ill 4., ` __ 63 B3 � B3 1 c f ' S Q : C3 S ODL 314"O.A.VENT LITE NON-IMPACT o "3I o mTMR Q N a ..9D — 4. D5' 1 tiODL 1.O.A.NON-IMPACT ODL 1"O.A.NON-IMPACT 3 -.-1-2X 6-8 SHOWN 3-0X6-8 SHOWN m E o 1.8"TEMPERED w INTERIOR, Iv TEMPERED GLASS INT=RI^R :'a'isA n ` ® SIDE -' — �' GLASS ® cdf�F alp>Gap+ INT.!.1(f14 _ -� C - f .�� 51171- I:Y. I's;:t'R'it![t - „ i.t i M I! 4- r +� Li 'Pre, I I .'.t' V I Til. 1 2 13.4- oms i':+.. . I ,,pc I `-14' [:Itr; ` {(F.ItI(IFt 1.4' lly • aur 5 -Nff., NI, ! -1---T h -f} - o s L� 4J"AIRSPACE �- 71•3"AIRSPACE r: "' t' N. --irk"MIN GI ASS —):f3"MIN.GLASS I .11)+r1i�d _ - u; — 11.:2.. i,, w a. DETAIL B3 DETAIL B3 ®`���tl�thlUt��` N ODL NON-IMPACT GLAZING DETAIL ODL SMART FRAME ‘‘� STV A� ME,, NON-IMPACT GLAZING DET \ h5W( ���i� ,, BOX SIDELITE MULL A3 ` Cli� } M1jI �l o MAX.4 UNITS '• Q : ,::'.: G EXAMPLE:OXXO.OXO.OX ! I = -73 NO,;': 1:+20:7012 _ t -0 . STATE OF , cr c L UE:iL(KE DETAIL A3 : j HERl �EF)o 14, S.`;AFFELL (6)FASTENER LOCATIONS AT ‘.0�". "r'37 DOUBLE-BACK 34'p�•,n,',)i1 kiEKCHfibI ,CTt„p8 A008731 FBPE d A T be 29578 .3 - 7 ftPf}1L'1�� I"MIN — TI— I�h.tlN —I'�J� I I"MIN ---I--- 1'MIN --- 1) ® op i coNAt. I ''M MINI. illif � ; 1:7'MINEIMI,/ H NG UNIT CO TTo�.� ' OPTIONAL EINDURA SILLNG I PFOB 4566A FiH ' . �0FhIH i �^ fiAll. !i�1/ I'4"-- •° "1....i w 1° MIN'----- -M11AX--- -��%,p.7 I -1•.h11N:= C 00 00 '149"MAX.O.A.FRAME 105"MAX.O.A.FRAME 1- \ \ , \ \ \ -4 ii 1 -.-- --.-6"TYP. __ _ ___., , ..., 6"TYP.--.--1 -••-- --..- 1-..--3"TYP. (1) 1-.I , 3"TYP.— -•--1) ''...i.A1) - - -.- -- --4.4-4-1-4---4-1-1--4-4-12-.-1---I-I-4- 4-44 I- 4 --- A.- i 1 --- - 'I I , I 07! •,D7 0 ' L , 1 DT , ,D7 1 t 1 4-— . i t I .., z t 1 ----=- '—I- —1---1— —1 i I ; _ _ ; 1 ; --- -- -1---r- 1 — 1- 1 I } I / 0 1 tk A6 I I B7 A6 ' 1 z(-4..\.(5) J7 [ 1 B7 ; Ci7 1 .1-• - I - - NOTE -" w , 0 X 0 . , I I f 1 SHIM FOR SUPPORT AT < OR NEAR EACH ANCHOR Er_ i IX 4- X a: X i X X a: IS REQUIRED X 1 1 ' 1 . I 1 <>- I ,----N0 I 1 1 1 01 I a>- 2 I- ¢ 1 I _,, r (ss , I i i 1 1 I I kr 0 -4.- s --d —I] I i I,___. I 1E7! i E71 1 , . , IE7, i ,E71 . _ , , I ,, it ,; —, -,,f I I I: I II t 111 —I— -1---- I l tf-1; t .1 It I I 1; t •It a: 12-0 X 6-8 OUTSWING 6>- 8-4 X 6-8 OUTSWING to>- !-- I- (60)ANCHOR LOCATIONS (44)ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) .. A , — —tr PIP.--—s-TYP--.- )- ---- 6'TYP.— d 0: *--75"MAX FRAME Z 3 TYP--I — .. t ; kt g. 112 1/2"MAX FRAME >- n• o X 2 _._ (...._,3.np. .._\-..----- --- 6" ....Q...) 1 ITY . 6'TYR-1 - _.- 1- -6"TYP. 6" - TYP. I -..--1 < 2 r " c I -- - - - r - 1 i .§ I;•--- - ---1 --- ---,----------- kr 0 -- kr;L5 —— —d z fI i f I i 1 o • D I I Ai6 _/( A6 t - ) z„...Ei-EJ _ni 1 -.a I a - 0. •,.- x 1 f 0 DETAIL A6 ° i I '(I) I ' Z z z Fc ..(i-.), a: (12)ANCHOR LOCATIONS AT MULL m 1 1 ...f >- POST OR DOUBLE-BACK JAMBS u.) X u II I t i uzz (3-0 SIDELITES ONLY) _2 < t 1 I o•-s), 1 . ' 1 ' `L.j' g 1 — 1- ,f t 1, , t T ilTI 1 11-;,-- ; I —I 1 \‘‘‘‘ 'Flill",//' ,,-, 0 f) ,s• I a: '--- J \\‘‘0 . F. 70,. //, 9-0 X 6-8 OUTSWING 6>- -- 6-0 X 6-8 OUTSWING • Q- .***** " ../__ ,*.• ..• (46)ANCHOR LOCATIONS (32)ANCHOR LOCATIONS :...Z./.'..\ S'' -1 ,5'z' *%"Po !..i 0 ,. (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) z• •.,„,,,-N ,n/Tal -.. 7.--17/20/2012 E * ._'..:. -/*-- i i * :-...:NONE 7.. -0 • gT,A1- • i cr • •"." G.LUBBECKE ; 'A ,:kr, . ,p.; tu ".. • .14. ---.- 44, ...- C,-- ,,S.SAFFELL .... "'kg NIL). .. . '..M7* .... '„,— ,. , 3490 i.Ai Ekaf tb/Dixtl” ..41,13 6,91h)MDACtUaickq,\ A008731 FBPE C617 iPrIt0/46'29578 '''' 6 7 ,/ BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Prt)(1 EVaii.1141011 Re aor1 of. JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door for Florida Product Approval Report No. 3797 Current Florida Building Code Method: 1 —A (Certification) • Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Contours Premium Steel Wood Edge Full Lite Non-Impact Outswing Door Material: Wood/24 Ga.Steel Product Dimensions: 12'-0"x 6'-8"(Maximum) Prepared For: L . inc. 3737 l.ttl.epori Blvd. ikianuatil i ails. OR. 1760! ```��y111111l/2�'' Prepared by: .‘`SES F. �Ip,Q'�, icrttic: F. \ttret-o, a'. .. ••'�G Florida Professional Engineer 4 73778 -Z" �7W 0 Date:06/12/15 'I.. :/1v / 7T * -ti • S'TAT,,E OF Contents: , ' ( � Evaluation Report Pages I 4 �T . , ��`� G 441415/Pndf6ketF5 ON. FlM(c1 itilbt..73778 BUILDING DROPS Date: 06/12/15 A Perfect Solution in Every Drop Report No: 3792 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Premium Steel Wood Edge Full Lite Non-Impact Outswing Door (Non-Impact) 12'-0"x 6'-8" Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,inc. based on Method la of the State of Florida Product Approval, Department of Business and 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 A008731,signed and sealed by Hermes F.Norero,P.E.(FL11 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including 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 Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A008731 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A008731 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 /� BUILDING DROPS Date: 06/12/15 Report No: 3792 "'�� A Perfect Solution in Every Drop .ori,- Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of manufacturing under a quality assurance program audited by an approved quality assurance entity&certification agency through National Accreditation&Management Institute, Inc.(FBC Organization#CER1773) Performance Standards: The product described herein has been tested per: • TAS 202-94 • ASTM E 330-02 • ASTM E 283-04 • ASTM E 331-00 Referenced Data: Reports to qualify use of 25 Ga.Steel bottom rail: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-110-11987-1, Report Date:04/06/2009 2. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-110-11988-1, Report Date:04/06/2009 Reports to qualify use of 1.688"x 1"wood bottom rail: 3. Product Testing performed by Certified Testing Laboratories,Inc. (FBC Organization# TST1577) Report#:CTLA718W, Report Date:11/18/2001 TAS Reports Signed and Sealed by Ramesh Patel,PE#20224 The use of either the 25 Ga.Steel or wood bottom rail is permitted for use with steel door at the design pressures listed herein. 4. Certification Agency National Accreditation&Management Institute,Inc. (FBC Organization#CER1773) 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 Report#:3113726SAT-001 R1 Report Date:03/13/2009 Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS Date: 06/12/15 A Perfect Solution in Every Drop Report No: 3792 Certificate of Authorization:29578 6. Component Material Testing of ODL HP Polypropylene(Spartech PP5330-C13 &BASF HP-Pro)by Testing Evaluation Laboratories,Inc. ASTM D 1929,ASTM D 2843,ASTM 635,ASTM G26&ASTM D 638 Report#: TEL 013110297-A,B,C,&D Report Date:12/01/2010 Report#: TEL 013110299-A,B,C,&D Report Date:12/01/2010 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood frame substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood frame substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient • length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(A008731)for anchor spacing and more details of the installation requirements. • Design Pressure: Using Surface Bolts: Design Pressure Positive 66 PSF Negative 66 PSF Without using Surface Bolts: Design Pressure Positive 55 PSF Negative 55 PSF • Installation',Methods: Refer to Installation Instructions(A008731)for installation methods,anchor locations,and more details of the installation requirements. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 • IIS I . CONCRE FE'MA,SOIIRY - i-MIN. — I-MIN.— - IT ERN. t-MIN,— CONCRE TEMASCNRY -t-MIN.-— 1.111N,— RY OTHERS1"I-I:r RY OTHERS- 1"hEN. — I•TNTI,— —I'MIN.— OUTSWING OPERATING UNIT —I-MIN.— -- I MN, I Iva" VERTICAL CROSS SECTION T•1,1,N.— 1 —I'MIN — EIIN. —1-MIN Q OPTIONAL IX BUCK I Ila- •— I'MIN, 1 FERMI) Pal -(� �..0 EMIR hia V nt N, Q --/All,---0 Enit;. J0•. _"NM: pi 1AIN• I_ T 1- .....,,,, _____(-D_ OPTIONAL`iI�---vAl - - OPTIONAL .�� __ __ COrICRE TE' —�ft.�"0 mom rr © EMBED_�!�.���� nt 'l:OCb—_--MASONRY_- ___-- ._ I i I �I n �orrnMRAIE RvorNeas LI,. ,/Iy � I I / . % . MAX. ju PB• MAX !6� \ %;�% SEE tJ0'rE M7 J INTERIOR EXTERIOR I ..� BRIM am..____ M EXTERIOIX a• =L� _XTERI : a »I SHIM / - /.ter[/ 011 SHEET t MAX. SEE NOTE.n7 hiIII SEE NOT E.1J INTERIOR ISTEMORJ /• –' SHIM INTERIOR (}N SHEET i , ON SHEET 1 / ,.. ._.... ...... ...._........'}xx x a-PFII FOR OUTSWING FIXED UNIT x8X3PFH FORE:xTEu:eRL I / OUTSWING OPERATING UNIT SEE NOTE aT OUTS WING 0•ERATING UNIT STRIKE PLATE VERTICAL CROSS SECTION / ` ON SHEET E VERTICAL CROSS SECTION HEAD JAMB ;EXTER.OA OPTIONAL ENDURA SILL#FOB 4566A I111531R '� . HEAD JAMB �t:7- I 1 DPNON,ti �Ilflf 5-+1- 41 ; .;,,� wooD I Ila'MIN. 5 T I h ii,II Q /' ///// BOTTOM EMBED. — OUTSWING OPERATING UNIT IIIII '• //�/ RAIL - W!OPTIONAL SURFACE BOLT I EM MIN D INTERIOR I EMBED '���• _ va-n!AX. i II STI VERTICAL CROSS SECTION ©0 'TIT/";:: 1 -SIJINI EXTFR;CR LIIII - a ' OUTSWING FIXED OR HEAD JAMB 1 I I r �?'-'''7 OPERATING UNIT • iimmollalp.-_ _-___. I—i'hliN—-I'MIN-I � � I VERTICAL CROSS SECTION ENDURA ZOBL4566 I'MiN ' OIT VER7ICIAL CROSS SECTIONIil.•MIN.I _ 1'1.11N. Cn!BEDWI OPTIONAL SURFACE BOLTrtMERIOqENDURA ZOBL4565 Iov § 7I' ; — I'1.1:N—I Op m to cn N I�) I'MIN. a 0 9 0 11uN./1-11 O / \ HINGE DETAIL: a • CO m I ! I \TOP=6 SCREWS(ITEM 68).2 SCREWS(ITEM#6) 3 1 ► v LL v N I SEE NOTE w7 If �1 CONCRETE/MASONRY p „ v ON SHEET 1 r X///'//n I[//%%77t'. CENTER=8 SCREWS(ITEM#8) BY OTHERS p 5 FIXED UNIT &■_ I v `� HORIZONTAL CROSS SECTION ////j IMO 4 il///////'/ 4X BOTTOM=8 SCREWS(ITEM#8) w q o ra OUTSWING SHOWN ti 11 EXTERIOR R x a 0 ©QX II w Qz \ ^L Q M1S:N. \ / '\ J _1 I'h1INI IL W 1 7/ . EXTE`RIOR I� I _ N I��� INTERIOR O. t F I 1'111 N. I I 1!a'MIN. __I I I'!-IIN, 111K1111-4' ,I G Z b11N. ¢A WIL1N Z.MINw INTERIOR Iz ,b_ tyji x Z cZ • o Q I' I"MIN. BED (�� 7 OUTSWING OPERATING UNIT 5 G I'MIN, , -I� \WeI- I-n114. I w EE NOTE o7--------------Ark 1'MIN. HORIZONTAL CROSS SECTION w O i I' 11N, ,,.1 FFA ,..11N. I ON SHEET I I .II `c,,, ��ByF(� N O >z 0 - _ I ' /--SEE NOTE r F. r z 0 h+Ax. / ,s ES NO '�i 0 ? 1;a•MAX. SHIM -I IIIiAI4t! /BD. . G.~ /)') 'a EMBED. - I-- - I'1,IN, 1 11 v- r= , J• O .; L, ' o OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME P MIN. am : ,,f\-10/ $`% ••• i=-,:12/20/2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION .- - * � i ter%/ ../ i:k_,NONE NOTES: — I—1 a•+.a\% 'O STAT •F .• CC =,<'...:G.LUBBECKE Sttl1.1 • I OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ` 140/ w - •14 / r--r- .0,,,.,S.SAFFELL -EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. GONCRETE,mASONRv�'11;-MIN. 0 .,..Alia ,.- ♦s.V37 BY 0I HERS EMBED "A :'n..; DITEM dfi (119 X 2 117")TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39�•^'� •/EIX�C,,H gLV `.,��8 A008731 CROSS SECTION OF HEAD JAMB OR SIDE JAMB I• M'�',-F j DAT SILL.PLACE ANCHOR IN SILL BASE MATERIAL FOR 61AX@dUL!SUPPORT(NOT USED FOR SINGLE DOORI FBPE)A5IT, A T Arw.29578 ",-' 5 7 '