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Home My WebLink AboutProduct Approval Florida Building Code Online ( r?{ 1u n6Sr yt ��Y�� dant }s AN N `� yl I)ia?i1ii.1lE'.1-li, BCIS Home Log In User Registration - Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search Busines , ' _ Product Approval Professional 3 USER:Public User �;= a!af1:�r� M—, >Pr-idu t nr A. li ati n Sar-h>A111ication LiSt>Application Detail _ FL# FL16468-R8 _ Application Type Revision i Code Version 2014 Application Status Approved Comments i Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd - Klamath Falls,OR 97601 ` (800) 535-3936 3 fbcl@jeld-wen.com i. 1. •,., ,{ " 1 Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 f (800) 535-3936 $, customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors f. 1 Subcategory Swinging Exterior Door Assemblies p Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida i Professional Engineer t ,- i ❑+ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. E Evaluation Report Florida License PE-73778 l Quality Assurance Entity National Accreditation &Management Institute Quality Assurance Contract Expiration Date 01/01/2018 ? Validated By Locke Bowden i Validation Checklist- Hardcopy Received 3-• Certificate of Independence FL16468 R8 COI COI JW 55 2015-04-27,od l Referenced Standard and Year(of Standard) Standard Year i TAS 202 1994 s f Y, Equivalence of Product Standards Certified By http://ivww.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hhMa%2b8zaLpw%3d%3d[9/28/2015 1:46:23 PM] Florida Building Code Online Sections from the Code _ { Product Approval Method Method 1 Option D 1 Date Submitted 04/15/2015 k Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products . I � FL# Model, Number or Name Description 16468.1 I Design Pro/Smooth Pro Fiberglass Single(X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing i Limits of Use Installation Instructions I. Approved for use in HVHZ:Yes FL16468 R8 II A01.0861A.Ddf l Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports a { Other: FL16468 R8 AE PER3472.pdf Created by Independent Third Party: Yes 16468.2 Design Pro/Smooth Pro Fiberglass Single(X) Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and . a Outswing j Limits of Use Installation Instructions 9 , Approved for use in HVHZ:Yes FL16468 R8 II A010862B.[2df i Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 i Impact Resistant: No Created by Independent Third Party: Yes i # I Design Pressure: N/A Evaluation Reports j Other: FL16468 R8 AE PER3473 odf f Created by Independent Third Party: Yes 16468.3 Design Pro/Smooth Pro Fiberglass Double(XX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing i j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R8 II A010863A.[�df ( I Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 4 • Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports <`- E Other: FL16468 R8 AE PER3474 pddf Created by Independent Third Party: Yes 116468.4 Design Pro/Smooth Pro Fiberglass Double(XX) Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing I j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R8 II•A010864A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 !' f Impact Resistant: No Created by Independent Third Party: Yes j- Design Pressure: N/A Evaluation Reports j �. I Other: FL16468 R8 AE PER3475.pddf j .Created by Independent Third Party: Yes ---------- —-._..—-- —--------� —. -- ------ -- ------- 1 116468.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Opaque Door 9-0 x 6- !":. 8 and 9-0 x 8-0 Inswing and Outswing j (Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 RE II A010865A.Rdf ,Approved for use outside HVHZ:Yes I Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes ! j Design Pressure: N/A Evaluation Reports j j Other: FL1.6468 R8 AE PER3476.odf t i I Created by Independent Third Party: Yes 16468.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8 r ` and 9-0 x 8-0 Inswing and Outswing http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hhMa%2b8zaLpw*/o3d°/`3d[9/28/2015 1:46:23 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes ( FL16468 R8 II A01.0866B.pdf p Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R8 AE PER3477.pdf I .i Created by Independent Third Party: Yes 116468.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Opaque Door 12- i : s 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions — r i Approved for use in HVHZ:Yes FL16468 R8 II A010867A.1df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes ' Design Pressure: N/A Evaluation Reports ! Other: FL_16468 R8 AE PER3478.Ddf ! Created by Independent Third Party: Yes t'• r 1 16468.8 Design Pro J Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Glazed Door 12- 1 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions r'" l Approved for use in HVHZ:Yes FL16468 R8 II A010868A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 ' Impact Resistant: No Created by Independent Third Party: Yes F { Design Pressure: N/A Evaluation Reports i . { Other: FL16468 R8 AE PER3479,Ddf f, f Created by Independent Third Party:Yes I Contact Us;; 1940 North Monroe Street TallahaasF '47399 Phone:8S0-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement is 1 I 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section I 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 f f. one.The emails 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., I_,;,+ j please click here. Product Approval Accepts: �• f�� r � � ® eCtc�ck I 1 t - ! sccuritcw;�aucs` hnp://www.Roridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hhMa%2b8zaLpw%3d%3d[9/28/2015 1:46:23 PM] BUILDING DROPS 398 E. Dania Beach Blvd, Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 4 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buiIdingdrops.com April 27, 2015 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir(Madam), To the best of my knowledge,the above-mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ``v��titl�i►►rrrr�� " " STATE O� " Digitally signed by Hermes F.Norero,P.E. ',rrr►ONS t`1 t�� Reason:I am approving this document Date:2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 ' iwt.rr nr c or ^n BUILDING DROPS,INC. ] Yir :elr7i nrttn ' 1) IWERIOR a EZTE%IP.'. E%TER:ORLU/�. tNTERaJR C N p`J J _s CO nei: `a m3aLL Ln zz o Q ' OPERABLE HEAD 3 OPERABLE SILL C) OUTSWING SHOWN-INSWING SIMILAR—— SWING y ? �� ENDU RA ZAI L456SF 2 F- F RFMARKS BY DATE Add Multi-Pt.Option GL 6/19/14 mm wnnnn aaer.r u S IfiTE:RIOR ./ EE%T_efuR 7 IiIURKA EATERICiRllallll7�'' 7. Z, :�,�G�N�n'•''prJ' * 'NW 7W78` 4 OPERABLE SILL = d `rf;T;E 0r _ 7 OPERABLE SILL 4 OUTSWING e OUTSWING 'F al�„yO C�; AFCO 1-2297 OPTIONAL AFCO H-497 rrrrf•fYn DATF: 02.05.14 DWG. Yc CHK. Y: GUbm SS/MSS SCALE: NTS DWG.u:A010863A SHEET: OF B 4 I'M FARF1)BY: BUILDING DROPS,INC. W£N'nww IYAIn. �.n. O G W 0F- -7 t •-2X WODO RLNK Q c 4 SILICONE WOOD ANCHOR 'µ SF.F TABLE ON SHEET 2 CC Z F- M IN. C EDGE:DIST'. 'z �� WOOD ANCHOfl C_J X07' Z SFC IARLE SHE.IA 2 p¢ �/ SEE TABLE ON SHEET 2 w 2%WOOD BUCK, — gw 2x WOOD BUCK W 0.25" MIN, MAX. EDGE DISI. WOOD ANCHOR $Him SFJ:FABLE SHEET 1. REMARKS BYJ DATE SEE.T,ABLE.ON 511FET T MIN-EMRfD. Add Multi-Pt.Option GL 6/19/14 SEE SABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) r'37� OPERABLE SILL 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING ENDURA 7All4565F ,n n ema u i�rkrw�ir u.......�` nxcw+aniv uri��ix;raors,iv Y:wt,nm;MW.S,"Km Wnii„[,on.tion„ WOOD ANCHOR WOODANCHOR '''"°` SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 11111{E11UI//72,' 5lltCt)NE - SILICONE ' o N 2X WOOD BUCK xx WOOD 6ucK ST�TC OF a MIN. EDGE EDGE DIST. EDGE DIST. rwYci%g bm-:w SEE FABLE SHEE 1 2 SEE TABLE SHEET 2 {�7 OPERABLE SILLS OPERABLE SILL OUTSWING A6� HIGH BUMPOLFSWING DATE: 02.05.14 ~/ AFCO J-Zx97 AFCO 1-1-497 . Y:-- HK. Y: /mTJM CSS MSS SCALE: NTS DWG.R:A010863A p OPTIONALLY,ANCHOR CAN BE I'LACCD IN NARROW SHEET: 01`8 SECTION OF HEAD OR MIAB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.. 6 PRI'PARLD I!Y BUILDING DROPS,INC. ct n o zgm Q- O =sem 1%LVDOD RUCK LD SL a SL W (OPNSILICON[ONAU O Q g a s SEF TAMESHfFT2 r CONCAFTT:ANCIIOH O a, .QJ / SGF TADIFONSIKET2 �< v CONCRETE ANCHOR F O 2 Z • 'T / SEE TABLE ON SHEET 2 v q O G .e.• . n N _ _ b �' LU m J' MASONRY/ W o u U ~� -u. •. Q O ` a BY OTHERS ._.__.. ........_ ... .r /ED N .. 1%WOOD RUG; t� (OPTIONAL) / MIN. o f N 0.15" CONCRETE/ Eixa:DISI. r MA%" MASONRY 1' CONCRETE ANCHOR l,' SIIVM BY OTHERS SEE IABLE SHEET2 SEE.TABLE ON SHEET 2 CONCRETE/MASONRY RY OTHERS REMARKS BY DATE MIN.EMBED. SEETABLESHEET2 dd Multi-Pt.Option GL 119/14 HEAD (TYPICAL) Z JAMB (TYPICAL) J3 OPERABLE SILL U OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING ENDURA ZAIL4565F WxRH: CCTANCHOR rris�nK.+nw+�n ON SHEET 2 CONCRETF ANCHOR ,p'•'�11f I ld U/�",ry SEETABtE LEON SHF.ET2 SILICONE SILICONE o w151"I"TZILI' rNo�CONCRETE/ 'z CONCRETE/ _ •� ._/).� *' �• _ MASONRY MASONRY = -O 'STATE OF O: BYOTHERS BYOTHERS 5 IN , - 111 �4� aa.scoLwre7' G,� MIN. MVN, F.DGEDIST. EDGE DIST, SEE.TABLE SHEET 2 SEE TABLE SHEET 2 OPERABLE SILL OPERABLE SILL 7 OUTSWING 7 HIGH BUMP OUTSWING AFCO 1-2297 AFCO H-497 DATE: 02.05.14 DWG. Y: CHIC.BY: GL TJM I SS MSS SCALE: NTS I>OPTIONAILY,ANCHOR CAN BE PLACED IN NARROW DWG'j,;A010863A ! SCCTION OF MEAD OR JAMB AS LONG AS MINIMUM Sl IEF,T• OF B FMBFDMCNT AND EDGE DISTANCC ARC ACHIEVED. 7 HINGE SCHEDULE DOORWIGH'1 QUANII IaNGEDFTAII.AT IANta: Ul\ r i pIACF h4 X 14/2"PFII SCREW NEXT TO WFATHERSTIiIP --r-- b,,n,. 3 BUILDING DROPS,INC. 4 sm r.=,.I, r n.liawli.a.+r�la A IMrfil+)R 8 \\ / \ C) _-1 >m b y rJ6 q m C:4 mW p °w PIiiLLipS C)¢ t x FLATHEAD WOOD SCREW Q ;,S a" 3-OX.3/4"PHILLIPS a O ~ "'-- -- Exur -i PLATHEADWOODSCREW { O ... -._. fXI6Rl0\ 0 Wu ` 4•it9 PHILLIPS FLATHEAD WOOD SCREW w 14 USE 3/4"LENDrH FOR 6'-8"DOORS ❑ (� ,' USE I"LENGTH FOR 8%0"DOORS S 1 MEETING STILE _ 3 HINGE JAMB 5 OUTSWING SHOW"-INSWING SIMILAR OUTSWINGSHOWN-INSWINGSIMILAR i- 5 REMARKS BY DATE. Add Multi PL Option GL 6119/14 u•nim yin unmcw6l�wuwiim c„Arn,"oiic a arl. ��u+ru.urrturr 4-p8X 13/8-PFH ``t\lNfiHl/Il2�� 1-REINFORCEMEN T:PLATE �'4 c `1S ��,S F. � g HOPPE02SI2296 7. 0 3 it8X2"pFH yam` 13•ttRX].318"Pftl /- HOPPE MULTI-POINT LOCK "ATE 02.05.14 1-MULTbPi LOCK STRIKE PI AIT / {6-811NITS F- DWG. Y: LttK.[3Y: IS-#8X13/R"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY G[ T1M SS MSS DETAIL AS S8-OuNITSi HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG.a:A010863A SHCEr: OF 8 5 I'RTI'MOD RY: BUILDING DROPS,INC. +'ixi.MlN fY!•C134 J,tll t'x ay,l[•e 4 1/2"T1'P. 4 3.!7." 11/2"OFFSET TYP. riM1 J' k �y ! r "e u 4 Y n m x 0 "vn I fV L7 z� zOf �0 b " U O < d W:; r REMARKS BY DATE ___ — ..._ -- ____ . ..____ ---._...._.._ .Mu1Li:Pt.Option Gf.6/19/14 ANCHOR LAYOUT _--_._...... Quit t%&KpINC04fAttt/M430NPY laid lnr¢LMac¢IPiMN,. .cxu»t.Nt�4Y:�1(�wilKK•�4%+Ili!k4iHt:)!Itt) ,lO»itS WCUMnIh iiva 1 1/4"MIN,EMBED TYP. SSSATyT T u Ulltr�� F.Ilio tjN SEE TABLE 2K RUCK ANCHORTABLE : �/ •�(' �• !�T '• Dc a-'Nq!•7,+37713 O P$• 6'8"DOORS R'D"DOORS �•,. /,rkf` - lIf z MIN.EDGE MIN.CENTER _ . Z ANCHOR MIN. -O ' $ V N ANCHOR TYPE SIZE SU0.5TTVATF EMBEDMENT DI5T.T0 TO CENTER MAX.O.C. MAX.O.C. i�}G �"TCYJp..:_ 1= SUBSTRATE DISTANCE u ` w— SPACING AT SPACING AT ••�—` ,� 2X WOOD BUCK INSTALL. /ARABS IAMBS � tS' C � ANCHOR PER BUCK ANCHOR TABLE 2-X WOOD BUCK ITW TAPI:ON 1/4° corvcut:TT/cMtl to/a^ 2-1/2^ a^- 25" _ 301/4• n ,ai�rt T �I ITV11 Ixse 1-3/8"-CONC. 2X WOOO BUCK INSTALL. elto uLTRAtDN 1/a° r-nrvceerelcrnu r' a 2s' .0 1/4' C31 q 2X WOOD BUCK INSTALL. 1-1/4" CMU A� CVMSStCTbH Smt VIfW DATE, 02.05.14 NOTES: DWG. Y: I CHK. Y: 6l TJM I SS MSS 1, 2%BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DE'IAII.4/3. DWG'N:A010863A SHEET: 01:8 3