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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff 4 BCIS Site Map Links Search f ProductApproxal--------------- - - - --- --- --- ---------- ------------ --- SER:Public User Product Approval Menu.>Product or ADDlicatlon Search>Application List>Application Detail FL# FL16708-RS r Application Type Revision Code Version 2014 Application Status ApproVetl';":'.' Comments Archived El Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-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 CategoryExtenor Doors-' Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report 4 Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden w Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R5 COI COI]W SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code ELOPE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TudW... 1/6/2017 ^ Florida �o�:�o�oo �uoe 20f� . — — r Product Approval Method Method 1 Option o Date Submitted 08/26/2016 ' Date Validated 08/26/2016 Date Pending FBC Approvalv9/y1/2016 Date Approved 10/13/2016SummarV of Products ' , FL# Model,Number or Name Description /3'S`ffiooth�Peo-Fib&r.§lass Single(X)Impact Opaque Door 3-O x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation-lnstructiow�7.-- Approved for use outside HVHZ:Yes -Vehfldd-BV%.�H9r-m—es F.Norero,--FE.-131M-- Impact Resistant:Yes Created by Independent Third Party:Yes Cre—afe—d-15-y—Incle0endent Third Party:Yes 16708.2 Design Pro Smooth Pro Fiberglass Single(X)impact Glazed Door 3�O x 6-8 and 3-0 x 8-0 Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Created by Independent Third Party:Yes 16708.3 Design Pro Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 I Inswing and Outswing Limits of Use Installation Instructions Approved for.use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Created by Independent Third Party:Yes 16708.4 Design Pro Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 1 Inswing and Outswing Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Created,by Independent Third Party:Yes 16708.5 Design Pro Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X1 O,X,O)Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use outside HVHZ:Yes 26.pd Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports Created by Independent Third Party:Yes 16708.6 Design Pro Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X1 O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use outside HVHZ:Yes 26.pd Impact Resistant:Yes Verified By: Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports Created by Independent Third Party:Yes 16708.7 Design Pro/Smooth Pro Fiberglass ~ ' \ ` ^ � ' btbpw .. 1/6/2017 Florida Building Code Online Page 3 of 3 r Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Door 12-0 x 6-8 and 12-0 x B-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 RS II A010877A OXXO,OXX OPO SS 2016-08- Approved for use outside HVHZ:Yes 26.Ddf Impact Resistant:Yes Verified By: Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: _ Ev_aluation Reports ____ ____._ ___________ -------- --- --"------— "- - --------- - ------ ---- FL16708 RS AE PER4443 OXXO OPO SS 2016-08-26 Odf Created by Independent Third Party:Yes A 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R5 II A010878A OXXO,OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26.Ddf Impact Resistant:Yes Verified By: Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708 R5 AE PER4444 OXXO GLZ SS 2016-08-26.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1624 The State.of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall 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 455.275(1),Florida Statutes,effective.October 1,2012,41censees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click tt£rL. product Approval Accepts: 'sCherS https://florid abuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDqu8obl°/`2flZm6TudW... 1/6/2017 8 E.n3aia�e�Citi��lutl �ahaa Beach1 FL��0�4 BUILDIN DROPS Perfectlutcan wnlureryr E}r�p; 954399 87$ { rti of A uthoeiaatuann._79578 954.744,4738 FX Ontbd@bu ildingdirojP&COM ----------------- - 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RestedA'vrl&ArasMonql EgFneer#xfl 737 tal Mo. Bf'vd. iitarrfatl�:FatlsQlt :J'���1. Clear° adam) `fo tt beA., f rrty.kna�l��ge,�h�abcive'rn�aition .prodi�cfi con�nrrrasla Harr curr�ht 'editl n r ftl a Noel&Bglldhg, Codle,, Please nbt�ft: i O not have;-nor uvilt l iacguire a 1`i'nan l tjnterest In ray cam a s+ rnar�u actering crr't istribi �rrg the praduct(s�- yr wh c- a report art retng is 14 alsca:d�a nt�t have, or it 11 l aegt are,any Fir► nc�al nfere�t: vitM tt a#.a6�aratmr�y that. prfrmed tFe ttls�,c w�tt�to Eng,lir. aitnsn tl, test( aM:sa n t ` rOpPr . 96spkdoflysub jttddy :�tt i �ltir�r,rt Z. sir i i.. '.� � ,err '+ -' �\��^4, '*►� �igifaliysfgined ta}� letirnes - «t.! tt427 #?�14rt .-i1+} ' . . . . f=lcrld Refsred lrefespr�rtal gln.eer.473. , I ' i PREPARE,U BY. BUILDING DR,PS;,IOC. Ss3ctiuueta[xu sn:a3e ocrruecgotn ma ' fM-.J Si)7 -738 wEa "�wo�svn.. DESIGN PRO/SMOOTH PRO' I,�VMPACTAPPROVED. 371J2 MAX: , $ O A WIDTH ta..• >m m,� c L i O FOR IN'THE:HIGH.VELGCIT.Y'HURRICANE'ZONE(HVHZ)' 37 z/? g i 4"o x'w ur�. O.A.WIDTH I-> .L a s ,Q. ( Z CL z.Z: - .GENERAL NOTES:, ' 0 ui Y 1. THE PRODUCT-SH.O.WN HEREIN IS;DESIGNEO ANO MANUFACTURED 70;COMPLYLWITH;THE':CURRENT'fLORIDA_ a ti: C C BUILDING,CODE(FBC);INCLUDINGH4HZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING;' \ s O Z, o'. • TAS 201-94 �L .N �.1ur !_. W¢ o. TAS 202'94, :.;D�t,m ,; p n.�-r w I �` O' --1 W. yy`. ,TAS263-94 mAw.�s� "s �' m'_� .4�. ® w. - V' •: 2. ADECUUACX"OF 7IU.E FXISTINGSTRUCTURAL,CONCRETE/MASONRY'OR 2)FRAMING.AS AMAIN OINA.O,TR,CE D z s x z, s; ACTIVE z' to RESISTING.'SYSTEM;CAPABLE:OFWRHSTRNDING AND THANSFERRjfIGAPPUED;,FRODUCF COA S 7 _H O.' ACTIVE FOUNDATION IS THE RESPONSIBILITY OF�THE`ENGINEER'C.R;ARCHITECT OF'RECCiRO F.OR THE�PROIECR.OF 3:z.d� s z INSTALLATION• O...Z ..s. O,z ` .� O. 3.. THE INSTALLATION.DETAJlSDESCRIBED:HEREIN"AAEGENERIC ANDMAY;NOTREFLECTACTUALCONDITIONS FOR A3PECIFIG SITE. IE SRE CONDITIONS,CAUSEiNSTALLATIO,N`TD DEVIATE FROM TH,E;REQUIREMENTS DETAILED I REMARKS BY DATE 'IHEREIN.:MUCENSED ENGINEER'OR`ARCHITECF-S" 'FI REPARR:SITE.SPEG{FIC.D000K4ENTS;FOR.USE WUH.THIS Add ADASIILA.4ftpaH '6L s/13na DOCUMENT., addcut+,ld is R136lis 4. .APPROVED-IMPACT PROTECTIVE SYSTEM!IS NOT-REQUIRED ON THIS PRODUCT IN AREAS.REQUIRING IMPACT .RESISTANCE: - , 4� +� `A, ..4,. 4 q.. q .q. .4. S. fi-PANEL'-DOOR SHOWN FOR ILLUSTRATION PURPOSES:.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 1 TYP;ELEVAIT&"%1 L' .P TYP:ELEVATION 2 vw PauVw r,a-000awwn A.tios,wcrrasur xexrnu wwHwtaar7xr DOD RSARE.CIUAUFIED. 1 ua u ianrno"anor` `tee is a owno w ywnncaronu+wruucwrnrt OTRAAVi1F0/�0 6: NOTE AFCO HA97,'.SILL MEETS.'WATER INFILTRATION AT WATER,TEST PRESSURE(wTP)OF 97S:"P.SF. REMAININGTS SILLS NOT,RATED FOR W ITY ATER INFILTRATION *IF AUTHOR 'NAVINGaURISDIQION.RECQUIRES THAT PBODUC.MEETHISRECLUIREMEN7 PRODUCTSHALLOE•USEDWHENINSTALLEDATLOCATIONPROTECTEDBY tSLIUt - OVERHANGSIKH;THAT OV.EAHANG(OH)RATIO'r=_DH LENGTH=-OH-HEIGHTISt1:0` , -NOTE: MORS'SHOWN ABOVE MAYBE LEFT - ORHIGHTHANDOPERATINGDOORS. ^'* •` I:': *' _ TABLE OF CONTENTS j//yyuuN 'FSen`t .ren�W,p/� gMl�vsrs . SHEET REVISION SHEET DESCRIPTION Digitally Npriod hyHertne F Nwpm;P.E 1 '0 TYPICAL•EUEVATIONS;DESIGNPBESSURES AND,GENERALNOTES (teason:lamappro+dngl6 docuinens 2 •B TYPICAL ANCHOR LAYOUTS AND NOTES' Date; 02' ;f -04YHf 3. B; OPTIONAL2%BUCKANCHORIM'dETAILS OATS: a2„05Qrj L}, -DWG. Y2 CH Yt . !I'. '0 '.VERTICAL ASSEMBLIES MAX:OVERALL' DESIGN PRESSURE(PSf) Gchi _S i MSS... S' B, HOR120NTALASSEMBUES MP NOMINAL SIZE..._ MI5MISSILE 'SCALE NTS'tONFiGURATION INSWING BUTSWIN6' I. IICT 6. 6` WOOD SUBSTRATES WIDTH HEIGHT POS NEG., POS NEG RATING 'DWG tleAO1OH.. 3A 7 H:. CONCRETESU6S7IU!TE" .may.... 65Ni 654 LMI&Sl1�,li SHEET:' 'OF9 8 B COMPONENTS&;BILL Of MATERIALS' A A: X 3'•0" 8.4" SO 50 SD SOr tMt&$lyll' i tD,INPONENTS At SEE GENERAL:NOTE 6,SHEET 1 TOR WATER.INFJLTRATION APPROVED SILLS.. B2 DESIGN.PRESSURELIMITEDTO+/SO PSF WITH USE OF GU HARDWARE;ITEM#24. I , I I ( PREPARED BY:' 'INSTAUATION NOTES: I 1" 'ONE(1)INSTALIATIDN.AkH'QRiSREQUIRED AT EACH ANC HOR;LOCAMON SHOWN-- JDR ANCHORWiTHL,OADSEAR4NG3HtFN(S):',MAX(MUMALWWABLE' BUICNG.SHIMSTACK.TO:BE'1/AINCH.SNINIWHERESPACEOFi/16.INCHbkGREATERO'CCURS,SHIM(S).SHALBBE t�LCONSTRUOFHIGH:OENSITY.PlASTICORBETf,ER,MINIMUM EMBEDMENT.AND EDGE DISTANCEEXCLUDEWALL:FINISHES,)NCLUDINGjIVTNDTUMRED70, 371f2'MAX STUCCO;FOAM'BRICKVENEER:ANOSIDING: - O:A;WIDTH. 4. INSTALLATION ANCHORSANDASSOCIATED HARDWARE MUST BE MADE OFCORROSION RES1,5MUT MATERIAL 7VP2 'w OR HAVEA CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR: CZ �' d C N MANUFACTURER'S'INSTALLATION.INSiRUCTIONS; _ 'Z 3.. FORHOLLOW8LOCKANDGROUTF.ILLEDSL06K;Pd.NOT,INSTAU.I1 STALLATIONANCHORSIN70MORTAR. [3 I® I 4"tu Z- y JOINTS::EDGE DISTANCE IS MEASURED FROIv ACE EDGE OF BLOCK OR EDGE&MORTAR JOINT INTO FACE: o I. O,j �• 3�,v,m SHE1l OF BLOCK.'. .. �. .. .. O 6. FOR 2kSTUD;CONSTRUCTION,ANCFIORINGOFTHESE.PRODUCTSSHALLBETHESAM59 TOOL 7ABUCKI I I �a ~'1 6 r- I \4 � Coma W ,� a:c. Q J. INSTALL:KTIONANCHORCAPACITIES FOR.'PRODUCTSHEREINAR EBA$EDONSUEtSTRATEAAATERIALSWITHTHE. w • i �, K F+o FOLLOWING PROPERTIES r. a' 0. LTA A„WOOD' MINIMUNISPECIFICGRAVRYOF0.55; ° B,CONCRETE MINIMUM COMPRESSIVESTREN.GTHOF30MPSI.. i11T,r e u Q U' " x z Z C.;GROUT-fIILEDCMU-UNIi,STRENGTHCONf0RM570,A5TN1C•9DWRHM1NVMuM'COMPRF$SIVESTRENGTH 3_¢ 2 . 'OF2000PS1'AND:GRO M RTCOMPAE551VSiENGTHOF,200 3 _w aN MUMO O,.HOLLOW SLOCKCMU--UNIT STRENGT}I'CONFORMS TOASTMC-9D.WITH MINIMUM"COMP.RESSIVESTRENGTH, OE20Uq PSI. 8: SEE 5HEETS @AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS;INCLUDING ANCHOR. + LOCATIONS;EDGEDISTANCES,EMBEOMENTS;ANOSHIMSPACING; ` REMARKS BY DATE 9.: OPTIONALLY'ANCHORS CAN BE,P•LACED,INNARROW HEAD;OR SECTiONOF: JAMBAS LONGASMINIMUM' ' . - .. ecdAnAaR lh�iuParni cL j11J1a EN9BEDMENTAND'EpGEDISTANCEARE:ACHIEVED...' ,,Q A2 Add swW .iiie is spain C rinieHOR AeLe. TVP.ANCH0R1AY0UT "a'd ait;P0001111tlG1ff - ,µbllWLNbrHtA{MObIKW lNi0�tb0.PAPr DOORS '8'0"DO0RS; u'iFrHO.lrmi�rntAilzionarN ' 1a j w,Auntsrorxb wtba•+nrAtY rP+HAb+i[p AN9 ANCHOR - MIN._ MIN EDGE ANCHOR TYPE SUBSTRATE MAJ(,O C,-, Stir' EMBEDMENT' DISTANCE ,11t1111 llf SPACING AT SPACING AT• r 3� )AM85 1AM., NOTE:. ���s 1 i NO ANCHOR5.REQUIREDAT,THE SILO FD.RSINGLE DOORS(X)..ONLYc. 2X W000 BUCK�111i AWOO D SCREIAL.'t._,_:,,Jt10w,v.•• R -Ai" =A. ARFAG_ � 7 .ITWTAPCON 3/1 17 1/2' 17.1/4' •* *- v T.. 1-3/8',CONC `ELCOULIRACON ,1/4 oNcRETwwu i-1/a .cMu 1" iTGa/2" 17.1/i. k•:, P '?W ITW:TAPCON 3/16" CONCRETE/CMU vve 1" 10" 44,3/8" ++aLt+FT.GI�{err B2 '2#9X2I/2PFH SCREWS:' OATEc 02.05: 4 I 1t� DE7OPPE/ - ' GL YJM 5 QY: -- 2 d9.7(21/Y PFH • .TYP HOPPE/GU .. / FF"Slom s MULTIPOINTSHOOTBOLT': ': - MSS. PLATE LOcarioN d j SCALE. NTS (RHPIATESHOWN) - DETAIL,B2 pZ I OWG q;A0108.711A . TYP:HOPPE/GU - .1=BDttoHsliaor� SHEET:- -OF9 MULTI-POINT SHOOT, :BO1TPlATE 4 •` PLATE LOCATION SILISECTIQNbIE1N HQ EADSECTIONVIEW.,, aUWIN6 WWMo11T1Y1blC'NMMR �� iN5YM1611p1YN°biWBNb 31MUAR '31t Dtia+l bl Htt blT 03 _ _ i i i FREMEO BY:; i J BUIlDING.DR PS INC. }98[:11FdIR6EA[HBl A;3TC3}0 :D:VMBEA01.'. - PMi{gfl} 78 ` fA'G{9j0)7 73d 1i/2"OFFSET. - e a z ; F' ^` REMARKS' SY DATE AddpOA sI�MulW�oinc _ Gi /23/f4 1.::11(P AN[FiORtAYOUT" AdBcdfHnrt+rare is*t+PtS6 ,: . enawnc.�ngcumxo¢rV!a�!� 1 �� I "'axovwtnmetAmonuvn vn;ucnarim•- M11110VrWbnlp Gde{'MOFb lb0{6 At035,]HC YI[N1[iOML:A00[[IONLHIGILL IHfi,09mH6N' jwwN4sxor(aeoWritarAflE oreEnu�rta um im. raw•.: -I'1!41MIN EMBEO.TYP: `���, ty� � �(►IiLlt[!j SEETASLE 21f8UCKANCHORTABI.E: y W OL` Vi 6 RS SO"DOORS ,q •� "P�' ,MIN EOGE ININ.CENTER ' A CHOR: -.MIN. m' 'ANL110R TYPE N SUBSTRATE EI57 T0, TO CENTER MAk O C MA><.O C 512E EMBEDMENT N �• a S BSTRA TAN. SPACINGAT SPQgNGA't �� U TE DIS CE BUCK INSTALL , NI A 2XBS W00D 1AMtis L . G` 2X:WOODBUCK ANCHOR PER'BUCKANCHORSABLE :ITW,TAPCON Q/4': ,CONCRETE{M '1-1(4" 2-1/e 4' -2S" :.30.1* �'^ ♦°. i EttO'.ULTRACON '.1/A", CONCRETE[CMIJ l3/4"�CMy •V, 3 ?Jf.WOOD BUMINSTAIL. 2X WOOD BUCK INSTALL , aouseman.. vahew. 4 NOTESi :DWG Yi, CH Yp. I, 1. ZX;Suck.IS N07 FCR'ttJSTAtiA`fiON:ATSIL.., TS 2. ANCHORS MAY BMAGGEREDAS SHOWN IN'DETAIL 4/3. I ?owG n:q0 08: '1A• I -. I 3 I � .PREPARED BM: :BUILDING,.DR PS;:-INC., /j/j%%//// /f/ e: wetsur3ea Ta `���•' ii; .tea.... ... INTERIOR. :EXTERIOR, :Dnp oR. ��. NREAtOR > Ng .. 4.' m _r INTERIDA-. EMADR. Iz� T::W W, Q�'r CO C 'tn .y 1.. OPERABLE HEAD 3 OPERABLE SILL OPERABLESILL o Q a. 4' OUTSINING SHOWN-INSWING SIMILAR' 4..: • INSWING OUTSWING 24 ENDURAZAIL456SF. AFCO:J.2297 O > i i o wi 11. � I F BY-FMERIOR INTERIOR REMARKS, _ E�OAT 11TfERiOR: E%fENIOR --' � URERiOR. FXTENOR Add ADAsip;ff.Wb.I[ G+WN14 30 / �^ / i add GU lsarJxore, lS 8/]AjT6 11 -uasnsunocoeurewurmlxvnrouna Turt,. � wlnWlr/Wt1iN LOIStTROi 9' p?Ws.a+C /SnulR11Q�N10(f'plq twaTxm . .- �� i b1NmNc4mnn9 UD[yMtnf ARY TPfAMT1TD40 OPERABLE ADA SILL OPERABLES:ILL, OPERABLE.SILL 4 ixnuJ„ INENOURA HCIS000 G 4 ' AFCO A-2761,P_2000 'OPTIONALAPCO HO97 ti. 7 v qTT 0 11 5 P. '50. 11 � // P.GetO.T • ��\� fBH,(trtlge�,w 5?3 INiERtOR, ,E%TFAIOR.: I TW,'I1r1°r{ �a1k .B INTERIORS �E%TERIOR, ;oAr� 02' 5. 4. ... ... o .. .,. 'DWG� Y: Y:. tlah..m CH s Amss. OPERABLE SILL: ;9 .0 RABLE.-SILL SCALE NTS' 4: OUTSWING : ..4. OUT$WlNq' D%0;N•.A0108 1 . OPTIONALAFC.OA1117 - O"ONALENDURAZOBL4565F i SHEET. QF9 � .4. I 1 I :PREPARED BP:' i HINGE SCHEDULE HINGE DETAIL AT JAMB; PIACEp9X21/2"PFHSCREW,NEXT;TO-WEATHERSTNP I :BUILDING.DR PS'INC:. "DOOR HEIGHT C'U;OTtTY - - s9G r.p�auer�a a�asr�9se oumeuuin noe ' .3 H8X 1$/2 PFH 1.-REWFORCEMENT I � SHOO,TSJRIP 3. Oz w. 0°O 18 19 ��� a �� t w m INTERIOR' Ss 1-,49X2_1/21XPHILUPS; �.. FLATHEAD WOODSCR- 349X3/4,PHILUPS i w FLATHEAD WOODSCREWS I O FXFERIOR EXiERiDC 0 p }� 449 PHILLIPS FIATHEAD.WOOD SCREWS 17 ,S£;3/4 LENGTH FOR 6'-8"DOORS" USE1[ENGTH FOR S.4 DOORS i 1 LOCK::JAMB 3 HINGE JAMB 7, ', ;U MULTI:POINT'LOCK I . O UTSWNGSHOYN.=INWINGSIM AR. 5OUTSW NG,SHOWN<INSWING,SIMIWR :5TOP/BOTTOM'REINf PIATE-AC IVEPANfLONLY5 , REMARKS' BY DATE i Ad&ADAsllLpWliFP.Vt- Ai v HOPPE: :aid cu Hard+i�rc is allaryd 13-;k8X 13/8 Pf}{{6 6.UNITS) j _ HOPPE iS-�$8 X 13/8"PFN{8 0,UNITS) OX13/4'�PFH. 3 98X'2"FH' ' .COMESAW/.'HARDWARE i 8-d9.X21/2'PFH' YY/HARDWARE W/.STRIKEHMDWARE GU,; (6.'-8 8:8 D"UNITS) 1-MPL5rR'IKEPLATE 12=-R8Xi1/2'EFH.(6'•8'UNITS): W/STRIKE HARDWARE vna,nn.e,mxcm„ruco� 4=MPLSTR.IKEPUiTES' 'GU. 14=k8X1Y/YPFH(8'•D'.UNFTS) .unesmx„�omc�a,wc"i oaonrten '2-.H9X5/8".PFN A;-k8X13/8"PfH euwHm*ol+mrocuwrrtaer reenum�ouro I . W/.STRIKE HARDWARE 21 1 .REINF.OACEMENT-PEATE . .HOPPE.D2512296 \\\,`,LSil�11 I//��'/ EXTERIOR lEXTERIOR I � 7 --- ..INFERIOR o INFERIOR j �eiznnf4i*fL'9'YRY gRil�viv C41 MULTI=POLNT.LOCKJAMB- ' S MULTI POINT LOCKJAMB H0PPE'MULTI=POINT,LOCK' °AT- 02.'05.' 4 OUTSWINGSHOWN,INSWINGSIMILAR. 9 OUTSWING SHOWN-INSWLNGSIMILAR ,� TOP./BOTTOM''AEINF.PLATE'=ACTIVEPANEL'ONLYI DWG.. Y CH Y: - ROCKWELI HARDWARE' HOPPE/GU HARDWARE GL TjM S '�VISS SCALE.- NTS. p.Wq-p..A0108 1A SHEET: OF9 I i i PREPARED BY: 2%WOOD BUCK' n t;.. BUILDING OR PS;INC. MIN.. ':�"„_, Isar LwuBraoi9l s.>Lis ,EDOEDIST.: z o"'. %j� ..WOODANCHOR'.-. h I n n . SEETABLESHEEL2 � �y . ,.c�.. SEE TABLE-ON SHEET;2.. _ '�LL`J93g7ii w - .wm SILICONE - gW .ZR WOOD SUCK {{33 Opp cl oh d' NUUC.. 2X WOOD BUC..K. 'WOOD•ANCYSOR.., SHIM: i SEE TABLE ONiSHEET2- MIN EMBECI R N •g• 'SEEYABLESHEET2 CYF- "M au 0 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL ! d [];; OUT$WINGSHOINN-,INSWING b': OUTSWINGSHOWN4NS'WINGSIMILAR 6 INSWING NO ANCHOR.REQUIRED q^ 0 6 ENDURAZAIIAS65F i Y" a. slLicoNE' I r� .SILICONE SLICONE i r 2XW000 BUCK '. 2XWOODBUCK: REMARKS BY GATE . .-. .. Add ADXsIfL iduld�P t ..- GL 8l73/14 ' i -. P,4'd GU H�dwar� I :li @f21/16 ..,2XNl000BUCK - 46 .OPERAB Ho c.,L 6S OPERAt SL L; _ 7 6, OPERABLE SILL vuuuorecncsaow'crls u7sn M 9U INSWING BQIRED OUTSWING NOANCHORREQUIREO R RU AFC0J-2297 AFOA-276/P-2008 mu oavem- AFCOH=497' ,```�LL1L111►'���,' 4 T T D 1 i SILICONE -..SILICONE SILICONE ' P. � i f/pey 2X-N!OLID BUCK,. - '"- 2XVJ006 BUCK 2XW6ODBUCK DArE 02:05. 4 Lo OPERABLE SILL. OP Cm ERABLE'SILL. .OPERABLE.ADA SILL. GLhfi SS :wlss, 6 bUTSWING-NO'ANCHORREQUIREO 6. OU75WING-NO ANCHOR REQUIRED ��JINSWING/OUTSWINS-NO'ANCHORREQUIRED' SCALE: NTS' AFCO A-117 ENOURA ZOOL4565F ENDURA HC15000.. j Dwc it AM'. I 'SHEET: OF9 -p 0 I'DNALLY'ANCHOR CAN 8E PLACED ININARROW SECTION OFHEAO;O1I AMB ASLONGASMINIM1.1W i EMBEDMENT AND EDGE DISTANCE AREAC}IIEVEO.'. 6; 1 9 I PREPAREO.BY:, SX WOOD BUCK .EDGEDLST., :H (oPT10NAL) .. :: BUILDING.DR PS;'INC..SEE TABLESHEET2 �.�x _.. � sAec awipera at ;sr[.5W ' CONCRETEANCHOR SILICONE °uaalernar,n 0 on :SEETABL EO_NSHEET2r PAt:IBs+I s ;w� w WEB: ym W ..CONCRETE/.. MASONRY, r z �.. BY'OTHEBS, ' % G CONCRETEL p:s,, 3gt� MASONRY / •Q' BYOTHERSO' SXWOODBUCK 1 /j/1� /�� , (OPrloNai), ram—:a ~ . CONCRETE-ANCHOR 2SHIM.CONC a. m a, ET MASONRY BYOTHERS, SEE,TABLEONSHEET2 MIN EMOEo I •O SEETABLE'sHEET2 y 5 LO HEAU(TYPICAL) JAIVI6 (TYPICAL). > O,PERABLE"SILL ! �: •W ; � W°. 7 OUTSWING SHOWN:INSWING SIMILAR" 7; OUTSWING SHOWN :INSWING SIMILAR 7 INSWING'=NOANCHOR REQUIRED t7 ° ENDURAZAW65F Cl Z SILICONE SILICONE W y' SILICONE I'y, I REMARKS, BY DATE C a '�• -d: ° G- :•� 8• t4_ AddAOn:rID•MuhlPaFnr 'GE /23hq Add GUHarddrare, l5�B/1Ni6 , :'CONCRETE/ `CONCRETE/' � � � :CON CR EL MASONRY. MASONRY, - ��MASONRY - :BYOTHERS,' - SYOTHERS BYOTHERS� - - ••nevuurwreietwmrxrn�xvnrouaavar' OPERABLESILL •OPERABLE SILL uviunens. y � ,�. �. .. .�T ._ OP.ERABLESILL. OUTSWING NO.ANCHOR,REQUIRED ?,. INSWING-NO ANCHORREQUIREO` 7' OUTSWING-NOANCHORREQUIRED' ��►IlGfif�� AFCO'J-2297' AFCOA-276/P-2000 AFCOHA87 F- IOQ!�!�` SILICONE ...SILICON SILICONE E ._ T�1T i 0 CONCRETE/ CONCRETE/ .CONCRETE/ MASONRY; MASONRY;' MASONRY, BY,OTHERS - - .BYOTHERS BYOTFIERS $ :OPERA BLE,SILL. 9'` OPERABLE SILL S OPERABLE SILL DATE:; 02.05J14. ,7 OUTSWING NO,ANCHORREQUIRED 7:, OUTSWING NO ANCHORREQUIREO': 7; UTSWING/INSWING.NOANCHORREQUIRED DWGi Y: [CH :AFCOA-117, ENDURA2000LS65E' ENDURAHCI5000;ADA. ,, L-TJ,M S ;MSS; SCALE:. NTS .DWG.grA01M 3A QF9. OPTIONALLYr ANCHOR CAN BEPIACED IN NARROW SHEET; SECTION OF HEAD OR 1AMB'ASLONG AS MINIMUM, - EMSEDMENTAND.'EDGE DISTANCE$RE ACHIEVED:: i I i i PREPpRED.BYy' I BILL OFVATERIALS �'REP4.8OESCRlPTiON` '.MATERIAL, JDR FINGER JOINTEDPINE DINS' NC BUIL ,I . •FRAME.HEAO/JAMBS a ENDURA.ZAIL456SF 19+r .srr.3u IAMINATEOYENEER' BOMA7.CEF7 T14RESH0L0 rk:vw�+ RCOMPOSITEa+ w,mm I z (NOT USED)NO —I 1fi--III I g ( TUSEOJ "4.56 0 5 3 1 aSG" I, •O: W F o •. 4 ENDURp ZAIL4565FTHRESHOLD. I C �� .5 AFCOJ-2297 THRESHOLD. Lu C] I 6AFCO A-275/F.-2W01'HRESHOID. Q*0 nai:X O[x O a .j AFCO H-497.THRESHOLD i I Ig AFCOA117HRESHOLO � *10)2297 O ACQ A-27 6/P2000 THRESHOLD THRESHOLD . ,.29 ENOURA208L4565FTHRESHOLD p. . 10 END,URAHG5600,A6ATHRESH0IA 1 o O&TE P 11 :'.WEATHERSTRIP'• 'U FOAM& n C1 :uOLYETHYLENES•• ^ : ' I 12 NON-COMPRESSION.SHIM(glS5 MA7G TN¢:I, COhIPOSLTE, �- I Z �o •13•. {NOTf15E0J I •14�, -(NOT.USEO) �- ,w � � ,F OO I 15 N10,WOOOINSTAUJATJONSCREW.W/'11/2".MIN.EMBEDMENT STEEL REMARKS, J BY DATE- 16 CONC./<MU�ANCHOR(SEEANCHORZABLESHEET5.2&3) StEEI Add AOA SIIhP�tultLhoinlLodI GL T , I 17 BUTT`` INGE{5EESCHE6ULESHEETS) STEEL A J •,18 _ .KWIKSE7 LOCK SERIES 400`. STEEL. ., Atld GU H,Udware ,LS 9J3A/Ifi 7 THRESHOLD. FCOA41 T 7 HRESHOLD AFCO H-49 19 KWIKSET`DEADBOLT.SERIES�18D ROCKWE►LMULTI>POINTTONGUELATCH.p:73228768§4UNIT .y �OSlS15.le� "wortw�no�ttnasmurm +en+miwrNrt 20 ROCKWEIC.MULTFPOINT TQNGUEIATCFi,7Y782287808•D UNIT tTE�' vnnian wnmacaalnraedaancwovl.wc, weurorn,marwui crop iWrti.+n.m mxm It IMMMG4f0TH3�ItlNTIAL' RNWnra/..0 -21 HOPPEMULIPOINTHAROWAREHLS90001 STEEL 9 456"-- —i I 22, HOPPEMULFf?OINT HEA0.3H00T OOLTPLATE LH 90794093 'STEEL ��\ !!! `,, �ESF 23 -HOPDEMUU-PAINT HEAD5HO0760LTPLATERHg8783923 5'7EEt J�(p�' � �G 24 GtJSECURYS,BOLT MULT7 POINT STEEL r, ••'�� D 0 fNDURA ZOBL4565,F ENDURA HC15000 ACIA'' ,0'c�c 10 .fLf ,..r xo r ,,.. THRESHOLD' THRESHOLD tp�y�,� J - ru}cutS7 A3�vsm r ' DATE-. 02.05.1,. DWG: Y: CHK Y: . GL JfVI . S MSS. sme, NTS Dwd;fW108 1A_. SHEET; OF.9 QA � X. 1 i i 1 I f "PREPARED BY:. i BUILDING,.DR PS;INC.; • 1 141 E¢WUBUb,EI .SIF.]7J - wr�e�,ocn ol+.iss�r ie, 20 ROCKWELL'MULT POINT LO.GK HOPPt MULT POINT LOCK GU:$ECURY S=BOLT'IViULTF ROINT" i mcri+m. 21 1N/SiLLSHOOTBDLTptATEk2098941 . 0 O a Z. s _ ' 4 U ; oD W' 40 HANDLE" ;O Lle. HEIGHTS O v .• n,�, , mJi' t 0REMARKS BY DATE .HANDLE R HANDLE At7dpOpfliLtluktlMtnt ''Gi 6/73/1a 'HEIGHT pfJ .HEIGH7.� Add DU HD!d:ilP LS 8�71�IG O. �� 0� �wµi°nrou'y',wwni'Fcca"fAO01RfD6B��u' w�c . . .O xnmmns,aod,aHs,xc, oeo„uq • WwnNGtron¢icotuwMFc[M�vmurtitn Ntl 0. m�� � ,� �. ttl�ltllUt�1��/. v T T n � I DATE: 02.05:1;A 'CH Y: . GL UM . S-rkss; seaeE:: NTS. owe�.A0108; 1A,. i SHEET;: OE9 I 9 • f 3 =gast-DWWBearh Rhfdx BUILDING DROPS Suite:g Darna;geach,'FL 33004 IU00.0 I. Ever Dwc p 54 39 8;t7&PFi Certificate uf-Auth4rlxatibn-I��S�g contact@ builiingdfops.cpmm Product Evaluation Report ,jELDr , nC Design.'Pr4'`SmOOth Pray Impact-A prnveo .For use,in the High "elociN Iturr16 ne done (HVHZ) lariida Prtidrect Approvt Currept 4444tl Su di" Cade. Iethed I—:D.(Engineering Ev°aluatIPA) .Cgtegory� Extedorpoors Sttb:-:C.O.e f ving nrg terio r Di x E1 ss n ll es P"rai Desigfx !i 61 sfflaaith TO ' �rirpaet �nrou�d F:or use ut 1he 1�1ar '+ lrett, Hur�i1ce: rr : . �8fiteAal - F bergh Prepared:..F .r - ' � it's tttitE�rrr� �, Prepared by' yk . f't'0ie5 ,�. .,; Flon�a 1�rsfssitwal,l;ngiieer#7S?'7$ bate 47f� &16: © fs�`•',`��: �s� mot....:•'' �• '� EVaIuati6n_Rep6A. Pages 1—5. Digitil.y signed byHermes:F.Norm,P.E. He 14 k,P:E. iteaso am-approving this do+a.,mer t �I�r�cla�iti 73778: Dater 1 fr o:$26JI.59:12nOA t?0° A Perfect Solution-in Every Drop Date i {�7/29J2016 i;O ti 6texif Afithorf 6fidn;29575 Repot P o: 44 7 1ti_anufacture ::____.__ __ -._ fE1aWEN,°init-- - - - - - ---- — - - Pf (lU4' irdtPk4ty, EXterior Doots P clip #;Sub-Categw�iry . S�niingiirg[7Po Asse.mbjl 'Compliance Methdd: State Prodti&Approval Pro'dtict Name: R!6igi~Pr l ssn'oth#eo Impact-Approved.. For use in.the Hlgh Velocity ku'rr.kane Zone(HVtiZ) in ,3'=0"1�6'=8"�fV:orreinal) . Scapei' 'This: s a;Prod t t Evaluation.Report issued ljry Hermes F 11lOrero,.P.:E.(F;l.#,,7 778)forJELt?=1H�[[EN'ir c k a ed i rr Method ld of the,Flodda l epWrtr'i'ntnf'Busrct nd:prcrfes Tonal R.egulatian 0164 �uildiri rbmFssion. Hermesf Ngfero,P,E:db'es riot hav6 nor.Wll acryuire-financial interest`in the€pmpSnV bhufbcturing-br distfibuiing;�l'ie Oro uct or n any utlle��r�i�tty:ii�+�a.iv,6d i�the app�c�va1°pracess of -the l rdductnarned herein.: ThispPpdudtasbeen.evaluateed for use i locations.adher�ngtgthe:currentfloridai:Jldi_n'-'C-d Seeinslallatti n lrtstr uct ons Ai0 871fi signed.ar d sealed'Oy Hermes F.'hl mro,P.E { L; 737.78)for specific use parameters.- l irr�iits`_f 11ta I.. This-product has:been:.eviluated.and Is.In cornpl ance.wlth the current Flor da-auildingtode, inc ddll' *the"High Velocity Hurricane:Zohe"(IiVHZ); .. Prod xt enchors s id spaded as°shciwn pn details Atychor ein.Wr666 .lnta.. :substrat a rp.aterial all be t eyprrd.vuall dii~ ing Gr stucco.. ;.: When.uset3 m areas.regOldng win date 6br€s protection this:oroduet ct�rnlalaeswitl~ �ecfian'1609:12 ofthe cui;rent Flo�rda:13ui1dirig:�ode and daesiot rewire eninpact; resist»�nt;coveni g. - 4; Site cundrt'iQns that-deviate from the details.of dra'R*A010$7 .require further_"engineeri;r g analysis byre-iicensed:angineer s,r-registered-architect I" SeeAnstallatipci Instruitions-AbiOU1€or size•and.design pressure l,iMItai ions; Henr)es° Narera,,l-X - florida'No:7377$ Page:2=of 5 9 A Perfect Sol ttitsn itti Every Drop late: /29/2�0.16 Cert�ilr rfz ate dAut�aatEan.29 78 Report'No::4437 _Tf e:mrianufaa6ter-'hgy 4emo`nsi ratted=comp) s;irt Accordant+ -------- with the.0prd4 BuOding Code-for manufactudng*u.nder a"Certification,4g nq tl rmGgh taticapal AccreditatfvrM Manaketmentinsilltute(FHC'Organizatim #QUAI,789) Rerformance Standards. The,product,described-herein has'•beert tested:pe€:_ TAS 2`0144 .a TM 02=94 TAS 203-94: lteferepceid;F7�ate . PraductTest►ng p±e.formed hy.NanonaCfertlfled.Te!Wnk.i;aborator(es {FeC 9,�gan T. .80) f epprt'#: Report blot ; ivGTL 21 9#6 02 wJ addendum' o0o/,14 NCTL-210-3930,01 Q2J24/ 4 NcTL,ZLa3s3o:& 63114/i4 16L`210 3925 03 D2Ja7/14 Alt rO*nmt:signe.06d sealed t,V-'Se ard:J.Ferrara'F.L R.A- Nii 11985 Report# Report Pate: 41W2M-194 W/aadeaatam QoipJ14 1N 013 1 1 ryas 07/02J, S)W2013-2Q6 TAS 11J1 /13: AMl:repomis:s gnerl.and 4ealed b Rpot,# R . r.t fe:e ' � s�v20i1.246. Wit/i3 SdUV2013 2 12JdVia SJWZi314`032- SJW2014 071' 06/26/14 SJW20U-080 67/03114 Al[ e rts`-19rted and:sealed:by Robert:H.2eidecs,.P:E. Hernias:F:Norerq,,P;E. :Florida No:7378 .PMe 3 of 5 i V A POrhict Sol'Ution in Eve. Drop Date. 07/29/2016 p Report No: 4437 �e[i3ficate.of AutE�a"rjz�tio¢�:2.9a78 Report-� ---.- - - - - ----- Report Date.- — -- ------ ---- ------- - S11N2(Y1�-QQ� All repor,.s%ne and sealed byHarald i,Rupp,-Ft @,F.I Q 15935 2*- C,4iiy taty, Nat onai Accred�katio &Management.Institute (Fi3C.©r�anizatioo #QUA .789) 3. dDrlapdnent-.Wi&i�l TO SW 17yke.Expandable I'plystSrren bar tintertek Testing Brakes NO,Inc. ASTfVI E84;08._- keport# 3113726SAT 00x'RI Report Dafe:'03/PJ09 4. Component.MaterialTotting of Fiberglass SMC Skip. Element Materials.Technol9gy 'ASTM 6635=10 ASTM©6384b:A,STM:D1929=12A5TIVI.D28436--10-ASTN# Rep6rt#€:-ESP010982P'. .R6port Date:02/26/1:3 ;Eq#alence cf Test Standards: Various test standards Etiave been eWaloated'far differencs.irl tet;tnethosdology,if aray.:tietwen testes a ,t�ons iftha test standards listed'below Arid thane edrtia�s re fefonced:iz the currdnt Finrnd�'Buiiding Code. JELCI WEN,#nc.Mas t�stedth�Qr productsto'#Eie foil w�ng;test standat+d.dd ton-�s); 2) Mtk 6635 3.0, 4TM�bO&-.10 4� ASTNZ➢19294Z 5) AST "DO' ',43=10: ASTNt`G155-05 ` C.dofLir 35 of ue current Florida.Biuilding Cade re.erencesthe follb int edWon:s,.of the;ab' ,ment►or tl -test standards:. �}` 'AS'�NF p635-Qs } ASTWD639-03 4) ATM D.1929 9.(2000)eOl D2s43a99(20 i}k 0 1' Gy :P�Tl�1.�155=05a. Hermes F,.IV��erc�;P�; .'Florida No.73778 Page 4 pf;5- J • T BULMNS—D-PS KUJ A Perfect'Saiution'ih Eve. Drop Date: 07/29/2016 tY< Report'No: 4437 G.Oificate bf Aidth rfaetfon.29578 _lifter ievlew_o'f the also Ve_tnehiione&q6ferencddttandards_and.ed t'onsr-it Ei's:been:;f`aun*d thit,n�-sighific�nt--------- - - tochn!caf'changes have:laeen made to the teststandards.that would affect the results,All referenced 4tandard:s 6ve., been'f-our<d t4 be'equr'AI' t,All materibis test re4,ults mggt niir�irxtuin requlremeiit"s of th'e currer t:Florrda SoRd'irig'c de.. lristatlafian•: � :�kpproued.;orrcjatbr ty(�es:d�d.Substrat�s are a�:i'�iltoi�s;; Tliro'ugit Frame llnstallatlar, A. For two'by(M wood buck substrate.(Mln;'S.G.. 0 5$);yse#10- IVood Scirew type . .histallation arrchor$of sufficient length tO ach Ove,a,minimum embedment of 1.S0"'ittto. the w' aid.substrat : B. For,concrete(Mih.f c=3040.psO or masonry(Conforms to ASTM C90)substrate where :one ly(�x1r Wort=structural,wiaod btit[i�ng is�mployedr use 3J�b";d�atrteter`tT1Af Tapcort, c scr E a �"EloUlr bntpo witrsy -o suffitieht length to athleva;minim* ernl�ediment.of.'7.;�5'"��fa�on��ete or�rnason�,. C. .firir,concrete(Mfin fie,500i� wodbC lemplpdsr}or rdasorcrjt:W ConforivUJngis'hOToye , m. .sW t aT_a#pSc7oi+rn9'ar[r�}�substrate' rvi�erd Ica Uitra n; type concrefe.s;rew anchors of:gaff cient;length tp achieve n ingrnum embed rent of I.JT'irit a cbnt r'ete be[masonry: l of �-=tri>Installa�t on.Instruct ons(Abibs*br%--anchor spacing.and more detaits ofAh installation 'i' luiremeats:= :Design Rressitre Refertb instAllaitionInstructions,,SAU�087 )'for-d slg6 pretsuees.based un.size;&'conffiguration of ,.borunus. l-I6rmi es E:,Notero.PM, �Florida'No:73778 Page:Sof S