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HomeMy WebLinkAboutProduct Approval Page 1 of 3 Florida Building Code Online w asiness &Trofesslonal1 .;, -ecis Home E�wo In. User ReptSt Mon ! HotTapla ! Submit Surcharge ! Stnts&Fads Publicatlahe! FBCStait I Bas SRn Mav S unks'1'Search'! _ - Aon� " Product Approval USER:Public User Product Aooroval Menu>Product or Aooncaaon Search>Aeoikaaon List>Application DaWl FL# FL16708-FW, Application Type Revision RECEIVED Code Version 2017 Application Status Approved MAR 21 2018 Comments ST Lucie County, Perm(ttln3 Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@Jeld-wen.com Authorized Signature Jason Kantola 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/Emali s. Category Exterior 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 Hennes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden ® Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27 odf Referenced Standard and Year(of Standard) Standard YM TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F 16708 R8 Gaul Eauly ASTM E$4 EouivalenCY Letter SS 2017-08-31 iodf Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm... 2/22/2018 Florida--Building Code Online Page 2 of 3 4 - Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/12/2017 Date"Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Su of oduets L# Model,Number or Name Description A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0' Fiberglass Inswing and Outswing it.imits se Installation Instructions Approved1br use In HVHZ:Yes FL16708 R8 II A010871A X OPO SS 2017-02-09.0 Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.M.-737-78 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports, Other. Fu6706R8 AE P R4663 1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R8 N A010872A X GLZ SS 2016-08-26.odf Approved for use outside HVHZ:Yes Verified By: Hennes F.Norero,P.E.73778 Impact Reslstent:Yes Created by Independent Third Party:Yes Design,Pressure;N/A Evaluation.Reports- Other: eports Other: FL16708 R8 AE PER4438 1 SS 2017-11-17.odf Created�by Independent Third Party:Yes" 16708.3 C Design Pro/Smooth Pro/Studio Double()0)Impact Opaque Door 6-0 x 6-8 and 6=0 x8-0 .? Fiberglass Inswing and Outswing Limits of Use Installbtion.instruetions Approved.for use in HVHZ:Yes FL16708,R8 II A010873A XX.OPO SS 2017-02-09.Ddf 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 other: FL167Q R8 AE PER4664 1 SS 2017-11-17.Odf Created by Independent Third Party:Yes 16708.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x'8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 11 A010874A XX Ga-SS-2016-08-26.0 Approved,fbr use outside HVHZ:Yes Verified 8y:Hermes'F.Norero,P.E.73778 Impact;Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-17.0 Created by Independent Third.Party:Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sideilte(s)(X,O/O,X/O,X,O)Itripact.Opaque' Fiberglass Door 9-0 x,6-8 and 9-0 x 8-0 Inswing-and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO OX OPO SS 2017-02- Approved for-use outside HVHZ:Yes 09,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 FL16708 R8 AE PER466S 1 SS 2017-1 1-17.odf Created by Independent Third Party:Yes 16708.6 F Design Pro/Smooth Pro Single with sideilte(s)(X,O/O,X/O,X,O),Impact Glazed Door` Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and'0utswing . Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl 1671 SS 2016-08- Approved for use outside HVHZ:Yes 26.ndf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 •Design-"Pressure:N/A Created by Independent Third Party:Yes Other. Evaluation Reports PE 2 - - d F:167D 8 R8 AE R4442.1 SS 017 11.17.0 f Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 2/22/2018 Florida Building Cade,Online Page 3 of 3 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Fiberglass Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outlawing Limits of Use Installation Instructions Approved for use-in HVHZ:Yes EL167088R II A010 77A OXXO,OXX OPO SS 2017-02- Approved for use outside HVHZ:Yes 09.ndf Impact Resistant:Yes Verified By: Hermes F.Norem,P.E.73778 Design,Pressure:N/A Created by Independent Third Party:Yes Other. Evaluation Reports FL16708 R8 AE PEg4666.1 SS 2017-11-17,Odf Created by,Independent Third Party:Yes 16708.8 H Design Prat Smooth Pro Double with sidellte(s).(XX,Q/O,)(X/O,XXrO),Impact Glazed Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0.Inswing'and0utswing Llmits,of Use. Installation Instructions Approved for use In HVHZ:Yes FL16708 R8 II A010878A OXXO,OXX GLZ SS.2016-08- Approved for use outside HVHZ:Yes 26.odf Impact Resistant:Yes Verified By: Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation.Reports FL16Z08 R8 AE PER4444.1 SS 2017-11-17.ndf Created by Independent Third Party:Yes east neM Contact us;;2601 Blairlatone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAfffo employer.copyright 2007.2012,State of Florida-,::Pdvacv Statement n Accessibility Stateme i;Ra .d stat•me Under Florida law,email addresses are public records.Ir you do not want your e•mall address released in response to a public-records request,do not send electronic mail to this ehUty.Instead,contact the office by phone or by tradlitonai mail.It you have any questions,Please contact 550.467.1395.-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 emalls providedmay be used for official communication with the licensee.However email addresses are public record.1f you do not wish to supply a personal address,please provide the oePartment with an email addres which can be made available to the public.To determine:fr you area.licensee under Chapter 455,F.S.,please click tM, Product Approval Accepter i�Crecil�Carcic�°K h,*$ feu https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu8oblo/o2f[Zm... 2122/2018 .. .. _. _ PREPARED BY: JE� BUILDING DROPS,INC. iiiwww���w. A .''d o Q C i ssse ovwuxuu»srcsu ouaAaAansmu wafpsrymaas .. rAcDsst7L.,sru , DESIGN PRO/SMOOTH PRO/STUDIO IMPACT APPROVED J7 u2•MAX o,a WlaT1L `c z�{ 0 s N� FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37112"M s ♦ _ o ?z a ♦ OAsIDTH © 4R in ilia ia s ♦ �y Tri Lu GENERAI.NOTES: ® \ Lu a LL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA s 44 Q 0 BUILDING CODE(FBLI INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 201-94 io s o 4 • TAS 202-94 N _ s I= W e TAS 203.94 "•x s Ct �`. SSm s ��Nn Ll 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCREII /MASONRY OR 2K FRAMING AS AMAIN WINO FORCE i m ♦ EN g C V a RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE z i3 m s z s ACTIVE z_ FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s ACTIVEp s , INSTALLATION. O s p o_ J 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENEfUCAND MAY NOT REFLECTALTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL CU PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. LA- I - Add ADA sk bl kwC L.* 01 4, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREDONTHIS PRODUCT IN AREAS REQUIRING IMPACT 3 4 5 6 : L 9 ; • 5 8 7 9 RESISTANCE 4 ♦ ♦ a 4 4 4 4 ♦ ♦ 4 t S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH :rte TYP•ELEVATldN 1 [ _TYP.ELEVATION 2 DOORS ARE QUALIFIED. Preow�mcxt [ nvoapRwan uaarurar�cmrnuwm•xenrAer wmgvrwmm aruar m roma om.s we 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSUREr s mr.oa0fuooAum rLnuO1nm°"Aro (WTP)OF 9.75 PSE. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IFAUTHORTTY HAVING JURISDICTION REQUIRES THAT PRODUCT MEE75 THIS REQUIREMENT.PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY `!!!1 $�, t'r OVERHANG SUCH THAT OVERHANG(OH)RATIO m ON LENGTH a0N H06HT IS LO „`'��i�,•`' ,�� moi: .O NOTE: _ MRS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS D i�0•',.0 P '•• � TABLE OF CONTENTS rawaar.mumimvAewra,ams SHEET REVISION SHEET DESCRIPTION asorc�eW���:.F=.E- I A TYPICALELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:20I7,02091524:09.OSW 2 A TYPICALANCHORLAYOUTSANDNOTES DATE: d�•OS•�� 3 A, OPTIONAL ZX BUCK ANCHORING OEFAnsANOQUALIFIED SfONPATTERNS MAX DWG. Y: CHIS. Y;. 4 A VERTICALASSEMBUES; I DESIGNPTiESSPRE(PSF) MWILE GI. JM : SS MSS S A HORRONTALASSEMBIld ODURGURA710M INSWING IMPACT SCALE: NTS 6 A WOODSUBSTRAMB OUTSWNEQ . WIDTH HEIGHT NEG. POS. NEG. RATING DWG.Ir:A010871A 7 A CONCRETE SUBSTRATES X W-W' V-W 65� 6S 55' 6S LMI&SMI SHEET: OFS B A COMPONENTS&BILLOF MATERIALS X T-0" W-W, $0' S0, 1 50• 1 SO LMI&SMI 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PRFPiWEDBY3 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ._;. , 2. SHIM AS REQUIRED ATEACH iNSTALLATIONANCHORWITH LOAD BEARING SMIM(Sj.MAXIMIJMALLOWABLLi BUILDING DROPS, SHIM STACK 76 BE 1/4 INCH.SHIM WHERESPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE BUILDING INC.IN CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER aucnaac}namw �pr9tu9san 3. MINI,MUMEMBEDMENTANDEDGEOl5TANCEEXQU0EWA11flNlSHES,fHCLUDINGBUTNOTUMiTEDtO 371j2"MAX STUCCO;FOAM,BRICK VENEER,AND SIDING. OA WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL °TVP. y OR HAVE ACORROSION RESISTANT COAmm,AND SHALL'BE INSTALLED IN ACCORDANCE WITH ANCHOR F �+ MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z id S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ©. Z JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EWE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACEfaIla SHELLOFBLOGt Q Ra gggCC 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAMEAS FOR 2X BUCK 05.[ 4 m +n CONCRET'E/MASONRYCONSTRUCTION. 'G Q , � 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEWN ARE BASED ON SUBSTRATE MATERIALS WNN THE �:'_ S y FOLLOWING PROPERTIES: w IN OC A.WOOD-MINIMUM SPECIFIC GRAVITY OF 055. u a 0 Ze B.CONCRETE-MINIMUM COMPRESSWE STRENGTH OF3000PSL. z g' U a° C.GROUT-FILLED CMU-UNITSTRENGTHCONFORMS TO ASTM G9DWTTHMINIMUM COMPRESSIVE STRENGTH a �` OF 2000 PS AND GROuTCONFORMS TO ASTM C476,MINIMUM GROUT COMPRFSM ORENGTH OF 2000 O d C Q O.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O OF 2000 PSI. "y B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMB AS LONG AS MINIMUM REMARKS BY DATE EMBEDMENT AND Eters£DISTANCE ARE ACHIEVED. AOAsAMu4sPWnsswk GL A2 ANCHORTABLETYP.ANCHOR LAYOUT �J-rrarv000Aa«�r VW DOORS WV DOORS a" unAAro"1 AeotraAx eoGapartoaAaanpA MIN. MIN. wenmm�escaas.n rAU`Nn;eMRtAA1D AHCHORTYPE Sm SUBSTRATE EMBEDMENT DISTANCE MAX O.C. MAX 0. ♦'`.%% O77,i SPACINGAT SPACINGAT F. i , 1NM85 IAMBS NOTE 1♦�� ♦•• +w + 3Jr 17-S2XWOODBUCK NL NCHORSREQUIREDATTHESILLFORSINGLEDOORS(KJONLY. •• ,0 WOODSCREW 1130 OR FRAMING 1-1J2' AY 17-114' ITWTAPCON 3/16' COtiCRETU MU 1-1/4' 2-Im 17-Sm 17-1/4' =* L ELCDuLTRACON 1/4' CONCIIETVCMU 1.3/R'-ODNC 1' 17.1/r v-1/4' ~!�D,T'••' .. P.•'•= ,♦♦ 1.1/4'-CAU •.,..,. N��♦♦. ♦ NWTAPCON 3/16" CONCRETE/OAU 1-0/4• 1' 10' 14-W d90 � �`♦ .. roamcmAunscrurman,sysn B2 2.119 X 21/1•PFN DLTAIL02 s DATE. 02.05.14 22 23I2•MX27/1'Pftt TYP.iT—OPPE DWG. Y: CHK.& Y; PHI SAYS MULTI-POINT PLATE LOCATION OINT SHOOT BOLT GL ,iM WS .:.MSS SCALE. ,LY t DLTTE (RH PLATE SHOWN) L> �++:A010871A 1-BOTTOM SHOOT DI MULTI-POINTSHOOTBOIT BOLTPIATE SHEET: PLATELOCATTON HOPPE*2MIl OFB M SILLSEMON VIEW [t\HEAD SECTION VIEW ummewammmmsom" W m sxowno nwl.smm WOMANaeossAanx BUILDING DROPS,INC W LOAVAUACI BLMSTLSSB 4 IM TYP. 41/2•TYP. ouauua Ritow roil�Fgawa ,Acl�Vwnu 11/2'OFFSET y�cmm O o Q na Q 51230 SL230,LEFT Su30,RTGHi SL230,8'0" 1511.130,B'0' t; J i� 2 Z; a- �p o 0 ;. REMARKS BY DATE 7YP.ANCHOR LAYOUT SI. ,LEFT 51220,RIGHT SL30D,LEFT SL300,RIGHT SL600 AMSA MN-PolMtoa QUALIFIED SKIN PATTERNS mift.1fidsunmuU lot 010 Awsuu�cruAtnmou®a,wniucorAa wdBwrwunw mwara BUBnR7 WOrSas .x12+'.010 .MD"10 rwv ronrsamoem inwm�B�A� WA 11/4'MIN.EMBEDTVP. J�J����S F• O`,'��ii z TYP.GROOVE DIMENSIONS LS'-z' ;.••'�� •F•pO'� SEE TABLE 0. z ° z 2X SUCK ANCHOR TABLE %O . ,•• '" 6'B'DOORS 8'0'DOORS +, 2X WOOD BUCK INSTALL MIN.EDGE MIN.CENTER (2XOOD BUCK ANCHOR MIM. IGifi ANCHOR PER BUCKANCHORTABLE ANCHOR TYPE S� SUB.STRA7E EMBEDMENT DIST.ntA TO CENTER MAX O.C. MAX.O.G �'0�"'""0°u"'°"11°� ���� DISTANCE SPACING AT SPACNGAT SWOOD BUCK INSTALL. (/3-\}2—)(WOOD BUCK INSTALL IAMBS IAMBS mnscr" W,/ ITWTAPCON 1/4° CONamwcMU 1-1/4' 2.1/2' 1' 25' 304/4' EI.000LTRACON 1/4' CONCKWCMU 1.3/B•-CONC. DATE: 02.05.14' 1-1/4•-CMU DWG. CHK. Y�:,Y. NOTES: ,GC Y:JM . /TYM.SS SS L 2XBUCK ISNOTFORINSI•ALIATIONATSLL- SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. OWG.N:A010871A SHEET' OF8 3 • .. PREPARED.BY:.. BUILDING DROPS,INC. ouaAwanWAWZ F,L.0 rcw atm+ vA:tlssrU�uip WEL 11 INIFNDA Daiwa EXma /., OiTEwOR C 4l� _r 5 D T RIOR •/ Daum a�' m O Q W to 1 OPERABLE HEAD rTOPERABLE SILLa 4OUTSWINGSHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING C U F+; ENDURAZAILAS65F AFCO 12297 °o O j e aQ 11 REMARKS BYJ DATE Baum . ./. MMOR 7 offam Daiwa ADA.W,r.wtuPo"t*& 0. m INTERIOR Daum -- 10 ' 6 — / crow Aronxunml[aMOwlLa+rrrr wnHwtr wurtnv mrstMr a wamn omK oe kioAraa.00moea,ant:unwa m mwA OPERABLE SILL 7 OPERABLE SILLro,>«a �� � OPERABLE ADA SILL 4 — p �5 F. INSWING/OUTSWING L� INSWING O LAKO `,�Q` . ENDURAHGS000 AFCOA276/P-2000 OPTIONALAFCOHi97 ` �� � ••••• • % •a • TT BEY m 11 rwmtaamox�n.�mm� 9 INIHOfIR Daiwa 8 OTIEwOA Daiwa �. DATE- 02.05.14 �o DWG. JM SS MSS OPERABLE SILL 9 OPERABLE SILL sem: NTS. �g1 4 SHEEDWGT; A010871A OUTSWING OUISWING OPTIONAL AFCOA-117 OPTIONAL ENDURAZOBU56SF SHEET: OFB 4 .. PREPAREDRY' . HRSGE OETAItATlAMB. .+ NttJ6& PLACE 09 X 2.2/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDiNCa DRQPS DOOR HEIGHT .,QOP4,INC UANTITY - wl.DAwA�[Ao�'rIN 6 Ba. 3 . :.� aww�udcnszot nepr;4w"n 4 . + i U, / 18 19 1 \� = VV //.✓. 11 RnEawR wTeDOR ��``� � / � �a vWL 3-89%2-3l2'PHILUPS �� FLATHEAD WOOD SCREW �p� \' \~ 3.89%3f4'PHLLUPS 2~ N Exl Zo EXLERlDR EXiFRNW1" () FLATHEAD WOOD SCREWS O 4.60HILUPSFLATHFADWOODSCREWS G = r 17 USE 3/4"LENGTH FOR 6'-B"DOORS a. USE 1"LENGTH FOR B'-D"DOORS 1 LOCK JAMB _ 3 HINGE JAMB _ OLTTSWLNIS SHOWN-INSWINGSIMLLAR^ OLTTSWINGSHOWN-INSWLNGS1M11AR REMARKS tTY DATE AddADAIAMukWaftLa* rA 9-89X13/4'PFH3-88%2'PFH 13-8B%13/8°PFH(V-VUNRS) W!HiLROWARE 1S-88 X 13/8°PFH(B'-0°UNITS) STfUKE B- 8 PFH W/STNI(EHARDWARE W/ TtiIKE HARDWARE W41 d 6'O'UNITS) 1-MPL STRIKE PIATE MMES W/NAROwARE w womm 4-MPL STRIKE PLATES xmu¢waaouroxi 4.88%13/8°PFH mmsoacvwrr��iq exp 1—. 21 1-REINFORCEMENT PLATE HOPPE NM2296 EKTBUOR +Yr.. �-�`� ,O *. CILERIOR o tNIERiD9 d ��,j�--• "•N�•,2��` roesna.®w�„ur:o.�v. i 4 ROCKWELL MULTI-POINT LOCK JAMB tl-� HOPPE MULTI-POINT LOCK JAMB r6N HOPPE MULTI-POINT LOCK PC)G ' M,' 2.05.14 4UTSWLNGSHQWN-LNSYYLNSSITa/itAR S QUISWLNGSHQWN-LNSWINGS)MILAR TOP RELNfQRCEMtNTPLATE-ACTLUEPANEL ONLY ' CNK. Y: SS.MSS.NTS .. .. DWG:wAO10871A'. SHEM OFtt FAEPAREDBY. 2X WOOD BUCK Q N BUILDING DROPS;INC 0°1 MLN. Mai m L W"WANUMSTLiik EDGEDIST. /. f• WOODANCHOR ` SEETABLE SHEET2mtwA)mvft- SEE TABLE ON SHEET 2 Mi,yySte n SILICONE 2X WOOD BUCK O' gig /r .251 DPD.LAit. 2X WOOD BUCI( 4.a fi7 �:x•—, WOOD ANCHOR SHIM q F + a SEE TABLE ON SHEET 2 MIN.EMBED, OQ SEE TABLE SHEET 2 y C In HEAD(TYPICAL) 2. JAMB TYPICAL �— OPERABLE SILL a a autsvvlxoseawx-uusLnrRxGUMrcAR oUTSWINasNOWN-INSWINGSIMILAR o 6 6 �JINSWING-NO ANCHOR REQUIRED t9 y ENDURA ZAB{S65F SRICONE 21: SILICONE StUCONE 2X WOOD BUCK 2X WOOD BUCK REMARKS - 8YJ DATE AddA6DALqMub4QWt%k GL it 2X WOOD BUCK owaacommtwaf�wa�gra�trrmaiakwwatartkt OPERABLE SILL � OPERABLE SILL � OPERABLE SILL =W mRmhasmnunoasxsrus®recxanra,wo 6 OUT3W{NG-NOANCHOR REQU{RED !INSWING-NOANCNOR T{EQUIRED6 OVIFMNG-ND ANCHOR REQUIRED "Aft AFCO 1»2297 AFCO A+276/P-M �4 • - O' r` s ' • 'Tk ; 7 �. 0,�: C P.•� i SILICONE SILICONE SILICONE rtnaam:ganwtwarrnram>a 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14. OPERABLE3ILL DWG CHK Yp g OPERABLE SILL (10\ OPERABLE,ADA SILL GLY: JM. SS MSS atTTSWING-NOANCNaRREQU{REQ 6 OUTSWING-NOANCHORREQURRED 6 IHSWINGIaUiSW(NG-NOANCli0RRE4UIRED SCALE: (s AMA-117 ENDURAZOBLt96SF ENDURANCIsOOo DWG.#:A010871A 'SHEET. OFS ©OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD ORIAMB AS LONG AS MINIMUM EMBEOMENTAND EDGE DISTANCE ARE ACHIEVED. ..-.. .. PREPARED DY: . MIN. ,., 1X WOOD BUCK EDGEDIST,SEETAABLE Tz „' 4 idPrlONAy BUILDING DROPS,INC. ..al : CONCRETE ANCHOR p nepul an SEETABLEONSHEET2 lu ,.=f;.. �. .r., CONCRETE/ H J• MASONRY "+ O BY OTHERS // CONCRETE/ 1C3 ,. F �F} Y ±, © SYOTHdE� r LX Wool)BUCKMAX (OPTIONAL) Ols Ci g u�9 � ••.�. SHIM n• �6 SEE TABLE ANCHOR CONCRETE/MASONRYBYOTHERS O SEETABLEONSHEET2 MAT.EMB®. t; 5 SEE TABIESHEET2 1 HEAD(TYPICAL) 2 JAMB (TYPICAL) �3 OPERABLE SILL z cc 7 OUTSIIVINOSHOWN-INSWINGSIMILAR , OUTSWINGSHOWN-INSWINGSIMWIR INSWING•NO ANCHOR REQUIRED SD v ". ENDUM21UlA56SF � SILICONE SILICONE SILICONE REMARKS Off DATE `Q d C 'd d d •Q 4AddADASILmooftimtud GL CONCRETE/ r CONCREW CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS nowwrmamiaa��pwxataiFasr pmxour wvrAu a�eD+t a wsnwo au7rA ec OPERABLE SILL OPERABLE SILL rT\ OPERABLE SILL OUTSWING-NOANCHORREQUIRED ' INSWING-NO ANCHOR REQUIRED7 OUMWING-NOANCHOR REQUIRED ttttt S F ft>> AFCOJ-2M AFCOa2TS/P-2000 AFOO"497 O SILICONE i SILICONE SILICONE '"i .{� T P•�'��""~ .d d• 4 .Q d d •e Q V O. O Q• '4 O gxRlrt.Oratub19 CONCRETE/ CONCRETE/ r CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 4X) OPERABLE SILL Ll-'� OPERABLE SILL lel OPERABLE,SILL DAA: 02.05.14 OUTSWING-NOANCHORREQUIRED7 OUT$LMNG-NO ANCHOR REQtttRED UTSWINGjThTSWTNG-Nd ANCHOR REQUIRED DWG. CHK. Y: AFWA-*17 ENDURAZOMS65F ENDURAHCMDADA G JM., SS MSS 'scan: `NT'S' DwG•#-AO10871A SHEET.• OF8 �OPTIONALLY,'ANCHOR CAN BE PLACED IN NARROW .SECTION OFHEAD OR IAMB AS LONG AS MINIMUM EMBEBN&iAND EDGE DISTANCE ARE ACHIEVED. i .PREPARED lW BILLOFMAATERIALS " 20 ROCKWELL MULT-POINT LOCK 21 HOPPEMOLT-POINT LOCK ITEMN DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 ,/�� HNGER-JOINTED PINE BUILDING.DROPS,INC SUUDPINE O »ec0AMasn 1 FRAME HEAD/JAMBS LAMINATED VENEER =.0m, LUMBER raiwnwron 0 wp:*..aw�eo.mn COMPOSITE 2 (NOT USED) a p 3 (NOT USED) OC 4 ENDURAZM 4565FTHRESHOLD 5 AFCOJ-2297 THRESHOLD cc!9 g lag 6 AFCO A-276/P nw THRESHOLD T #FCO H 497THRESHDSD p o O®Op �® 8 AFCOA-217THRMOW - G 4 p 9 ENDURA ZOBL4S6SF THRESHOLD p O p HEIGHT Q Q 10 ENDURA HOSOODADA THRESHOLD at 11 WEATHERSTRIP URETHANE POLYETHYLENERCNNE FOAM & o ' ^ p o O `� Z 12 NON-COMPRESSION SHIM(0.25'MAX.THK.) COMPOSITE HANDLE o Q a6 Ci O ° 13 (AtOTtm) HEIGHT i 14 (NOTUSED) 15 010 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o p p o REMARKS U BYJ DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL of 17 Buff HINGE(SEE S61EDULESHEET S) STEEL � � T8 KMXSULOCKSERIES400 STEEL Zo O N 19 KWIKSET DEADBOLT SERIES 780 STEEL. O 20 ROCKWELLMULTWOINTTONGUE LATCH 073ZU7686.8UNIT wmnurwurnam�punvrapnwwpma¢rc ROCKWELL MULTWOINT TONGUE LATCH 173228780 B-0 UNIT STEEL 0.63apauuume�•nwmanwvnauar�xr ' urtN,mx�wdrottSMciuotm.Gaan�1 w�maf ron.�ooarosa�a�m nwsrtroua 21 HOPPE MULL-POINT HARDWARE HLS9400 STEEL 9 F. 22 HOPPEMUU-POINT HEAD SHOOT BOLT PLATE LH N8784091 STEEL O Q 4..�`�,'�` ..•;.«. �.`+.,, 23 HOPPEMUU-POINT READ SHOOT SOLTPLATE RN48783923 STEEL ��.r�,• �',PQr�r 0lie 00 mfr '�'•., �\-✓`4� FRAME HEAD/JAMBS („"1 ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) L,J VARIES,SEE 80MATLEFT TIiRESHOLD � THRESHOLD THRESHOLD memrc 17-1 4563' 4.W �'•--m.--"--'-� 457' 1.75' A 02.05.14 DWG nAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD 9 ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(Rn' G !M SS.MSS 7 8 9 THRESHOLD, 10 THRESHOLD 23 5 NTS DWG-1:AO10871A �__'` ��.r� � vr--,r�--v.•--i�,r �� � SHEET: 4F8 T �11 ,. a a �--=4-W s.oD• t7s• BUILDING DROPS 398 East Dania Beach Suite 338 A Perfect Solution in Every Dropi Dania Beach,F!33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro/ Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 4663.1 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3=O-X 6-8-(Nominal) 3'-0"X 8'-0-(Nominal) Prepared For: JELD-WEN, inc. �1itUt/ 3737 Lakeport Blvd. %% Klamath Falls, OR. 97601 ; ••" '• 'j. Prepared by: :a 7' r Hermes F. Norero, P.E. t Florida Professional Engineer#73778 = 3 Date:11/15/20170 Contents: Contents: ✓I \` ''•' +••• �^'` ♦�` Evaluation Report Pages 1—4 ��i !a%NAL I �%%% Digitally signed by Hermes F.Norero,P.E. Hermes e. III O;P.E. Reason:I am approving this document Florida NO.7377$ Date:2017.11.17 10:34:29-05'00' BUILDING DROPS A Perfect Solution In Every. Date: 11/15/2017 Drop! Report No: 4663.1 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval(1)(d) Product Name: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778).forJELD-WEN:Inc. based on Method 1d of the Florida 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 r 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 A010871,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, including the"High Velocity Hurricane Zone"(HVHZ). ,2. Product anchors shall be as listed and spaced as shown on details. Anchor embedmentinto 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. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. S. Seednstallation Instructions A010871 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BU1 LD1 NG DROPS A Perfect Solution in Every Dropl Date: 11/15/2017 ' Certificate of Authorization:29578 Report No: 4663.1 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 NCTL-210-3925-03 02/07/14 TAS Report Engineer of Record:Gerard J.Ferrara,P.E. Report# Report Date: SJW2013-194 w/addendum 06/10/14 SJW2013-131-TAS 07/02/13 SJW2013-206-TAS 11/13/13 TAS Report Engineer of Record: Kevin P.Tyra,P.E. Report# Report Date: SJW2013-246 12/17/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 SJW2014-032 04/22/14 SJW2014-073 06/26/14 SJW2014-077 06/27/14 SJ W2014-072 06/27/14 SJW2014-080 07/03/14 TAS Report Engineer of Record: Robert H.Zeiders, P.E. 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 9 BUILDING DROPS A Perfect Solution in Every Drop! Date: 11/15/2017 Certificate of Authorization:29578 Report Not 4563:.1 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 Report#:3113726SAT-001 RI Report Date:03/13/09 4. Component Material Testing of Fiberglass SMC"Skin Element Materials Technology ASTM 1)635 -ASTM D638 ASTM"D1929 ASTM D2843 ASTM G155 Report#:ESP010982P Report Date:02/26/13 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: , . A. For two.by(g.)Wood buck substrate(Min.S.G.=0.55),-use#10 Wood Screw type- installation anchors`of sufficient length to achieve a minimum embedment-of 1:50"into- the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where L., one by(1X),non-structural,wood bucking is employed;use 3/16"=diameter ITW'.Tapcon or Y4"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.f =3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(A010871)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSP) NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING PDS. NEG. POS. NEG. X 3'-00 61-$" 6S* 65 6S* 6S LM1&SMI X 3'-0° 8141 S0* SO SG* S0 LMi:&SW Hermes F. Norero,P.E. Florida No.73778 Page,4 of 4 11 V t