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B• Y f p x ........... .................. .............. (( ttnil d 4 BCIS Home p Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Y Contact Us i BCIS Site Map Links Search t i€Ckl gProduct Approval USER:Public User �I 4X Product Approval Menu!>Product or Application Search>Application List>Application Detail FL# FL15210-R6 �0 R�CFjI� Application Type io 12 Code Version 2017 ��g 411,;. Application Status CApproved din. I Comments Archived Product Manufacturer Plast=Inc. Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 18 stottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com 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 the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Acc editation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ing, RE. Validation Checklist-Hardcopy Received i i Certificate of Independence FL15210 R6 COI (a) Certificate of Independence.pLif Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1,999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a)-quivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglas's Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact" Opaque Fiberglass Single Door with'Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II ()Z) Inst 15210.2.pdf Approved for useLputside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistan •Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings,any FL15210 R6 AEW Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact" Opaque Fiberglass Double Door withl or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (Ja)_Inst 15210.3.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE ()Z) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. u 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door-Ins ing/Outswing Grain/Rustic/Mahogany Series O (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (j2) Eval 1521.Q 4.p_df additional use li i itations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or 1 I p� m I ;s pr o s2o6 W CE111TUR1�BLV0.. .r• 1 J,o ID tlf: LAS ANGELES, CA 901)45 rr tit„``�' m FRAMEWOVERA .:: :..... . ` ,:: 375 MAX 7S MAX r i:m m Smooth / Woad Otplh itVh' iNaad,Gra�rt 1ENDTH � I5 FRWEWIDTH: Ru sfi /Mahogany a a b $'bd d Fflat rglass:Qaor INSWIi1tG/OUTSWING Z � ` mpAcr o � o GENERAL:NOTES gx X s 1: This prociuet.hos been evoluated:andIs m:comptiande wrth the 6th Ed'rtwn 120771 Elaodri 6uilding:Code(FBC1 : .. 5 + �. <<': a: structural requkemerilvincludingfheM. hVeiadtyHurdcaneZane:(NVH21; at 2 ::Producfianchors:shailbe osfisted:and.spaced.as sfiownan dQtwlS;Anchorem6edrsleiitfo'base matenaishaS. Ln be beyond vratt dreng or stucco. o 8, ::Whenused in the"IiVH2”tha:p`oduc►.complies vfith Section 7 626:of the Honda 8tnldin$Code'and does not requmanimpacf tesistatl2 covering.: B 4 When used.Ih ard,di,(*Ad a of the.'Hw 'retjrnnng wlhcl bortie deEi[is pratectibn ibis product conipWs Wi h FBC SecBaris T 6Q41 2$;R90T 21.2 and doe;not require an Impact resistant covering jhis>F[oducf meets missiCe caval"D"andinciudesWind3one:Aasde$nedin.ASTME4ltbadQ:FBCSaGtiens26U9.1,2:2&.tt3QI2,1,.2:,1,. CID . 5 ;For 2>Cstud canshueNoru anchoring of lhese units shalt be the same as that stiawrt for 7x tauck masonry a a construcBon.. . b. :: .. 6 .:Site.condittonsttiat.devlats from the deta�of ttus drawmgtequire further engineering dnolysis by a licensed englneer oi:regfsteredarchttect: 6 ox . xo . : 7_ ;Outwdngconfigumtfansmeet:water mfillmtlonrequuementsfor"HVH£:Ail otherconfigumt�cnsdonotmeef thewat*hifitrat!or requpemdntsfotthe"HVHT ond.mustbalnstaMontyln`rwnfiabtfableoreasarat a hdbitphle Ibcotions protected by on overhang orcanopy suehthat the angle between the edge ofcanwpy or z overtiahg fiq sSi cs lessihan 45 degrees,: €m :[ - : ¢: tdBLEO CCJMEMS ESfIgNPRESSIIRF(PSF) l5 �w SHEEN :DESCOPE SHEE7tf :: PAIS � C3 a 1 [cal:elevations des! sures�gen nos 9 Verticot Gross Secfions [di s;�, s,, ,.w " ,;YafliiiElVSt � POb��-� E±i1�I7 H N z 2': Data el detass .: 10 .:..ttor¢onttl&Vertical Crabs Sections:Direct toMo tote pF l 8' 72 Sldelite:.Fre deta�; 11' :.3 Paint lode details s N.FS 9 ox�xta fi6.s"x 82 a +7S d 75.0 4:' LRe.hamedeta and.glanngdet 12. 3 Potnttoekdeta�s cw�sr JK w S 5:: Elevations T3 ckanchoring +?JS.Q ?53 .. e' b:.. 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SEE HARDWARE TAKE KOPPE MULTIPOINT LOCK 1IMOD'O"OINTTONGUE ±50 MULUMNT=IL- :::TRILkTiNIUM 3000 3• + Q< 00 _ a HAR ARETA a:a SEE. DW BLE BOTTOIvf RAIL See sheets 9 and TO for multipoint ick details... 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Q PRODUCT: ...... .._ Document.Pmparetl W.---'WA-'.- ............................ ,. . ..... ..� ............ .f4onnlf a "' PLASTPRO INC Lyndon P Schmidt : IN 1.. '' ... ... - FlBERGLASS D00R P.E No. x3409 .. ... NO/11AL;;``�•� U 2 f11111115 UPDATE.T0::47H EO:::2017.�F8C.::JK PART.:OR:ASSEMBLY. :. :......:��.... ..:..BUILDING.:CONSULTANiS:aNC:_... ... ... ho y y 1 3 9 15 UPDATE TO STH ED. 2014 F8C JK _e� P.O. Box 230,VoIrico, FL 33595 N N NO DATE gy ELEVATIONS �Y Phone No.: 813.959.9197 ............ __. _. _.REVISIONS _ ... -....... PBPE CA.'No:'9813._........ ®207 2 R.W.BUILDING C-SULTANTB INC. ..... .... ........... .--.. .--..... -...-. --..... ......... ..... I NOTE - ���� E t Spacing for Rem K.6 from each end 0& and aTcerrterane.,(3:Totall E r G B 2.Siderite assem' screws lobated 64:from to E?h . . . p ; C. : s a Vit: a and bottom Shen 5 more equally spaced(t total), G L 015 G$I.NK L A D �� '�•,' ��`�� ?:> w INN:: 0.18-00K ��i ` \�\\: : W P JI! z.o d i�i !II 1\ 11 p z : IN.1. e: 8 1' :2 P d : e Z SEENOTE3 Z. U pa v _.m E ' of D v $.0 oa a K0. 4 1.a AL M INTERIOR n A `• gg ° M x. vt a y U N 2 EXTERIOR i a 5Q d A 7 i 2. z:— J �' �• 1-T/4°MIN. Fn (L 29 N . EMB (rm) L 40 EXTERIOR INTERIOR �: sr 7 : HOmomALCROSSSECTiONshown 12 HORIIONTAL.CROSS-SSECTION: ml v m Aswmg : similar) 6: O ng own I ng simliar) CR S 3 f )tVERTICAL OSS ECitON 6 Outswtng shown(Inswing sfmilor) »� D L 11 9' 27 56 BB EXTERIOR i EXTERIOR r, K SEE NOTE 2 SEE NK m. 11. of y ' ail m 0 47 :740. – 50 4o SQ 2: 1 INTERIOR INTERIOR: a °z -T 1 SEE NOTE 1 R. 5tl z wn 02176112 1 2 2 Q.L s :N.T,S. s u 1 L INTERIOR EXTERIOR a Duro.er: JK m ate.er Lf5 e HORIZONTAL CROSS "6 ' HORIZONTAL CROSS.SECTION 4 1fERTICAL CROSS SECTION ° N0 �6J u.wing. Inswing smnlar 6: Ou s ng s awn Uuw ng s rtuT FL.15210.2 s 6 outswing shown(Inswing sluft) o iz 4OXi 8 of ro n a .......................... .......................... .... F9R r MP6.dvi 72 ......... ............ .. .................................................... .............................................. .................— ................ ......................... .................... ......................................— ............................. 11........-.. ............ ................... ............... 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MASONRY o Qo o 'edge distance to morhtrlolm5. .G IX BUCK 9 . 2,concrete onchor/neattoas noted os WX:Qri CoM*W ffrsi i'a ad'j'usted ro .28. 9 _ mohtmn the min.edge distance to oxxturldnis,oddirtono(concrete anchors $$ G IX BUCK m may tae requved ro enstrte rhe MAK ON Ca4iER'dimension are not exceeded• L 2X BUCK L:2X BUC S - .Conaere ancrior fa6fe - - — n O1 0 '� MIN CtFARANCE Mt►f CY A"We • ANGNQR ANCtYAk JN1N TO MA$ONR7- TO AOJACEM' i i 11 �1 i 58 . TYPF S{J1: EAABEDIutENr E`Otsk. ANCNEYk .. 27 "'^z 'v TA Ort WE 02116' 12 0 Etco SCAM.: NXS. utTRatoN tl" . t•t/1" t , W6HAND 0EA0BOL7 HtNGEDE(AIE HINGE DUM owc:ei: 1K :M inswin TA ox• alte to/1^: AS$HQWN `. Details 9 OiJlswing: enc er LFS : .d :WOODSCREW NSfAtA110N NOTES:: N ::.g� :I.Mafnfa§somfitmum 5/8" duronce,T."arid dstance.d�t'oe:spacieg»F. 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YI PRODUCT: Dooummb Freparod ey ... .. .. . .............................:........._._............_................ .......... _.:.................................:................ . ......... ::::PE, P1ASiPRO'IMC:.... Lyndon-F:sehmidtr � o............_..... ................._......................._....::::.............FIBERG ASS DOOR ::No.::.M3409::::::::::::::::�i / �1�:::::::r:_...... .:�?. .._.`.'i:.rn..2...7.24 17.UPDATE..T0..6TH.E0...2017..FBC...JK..PARTOR..ASSEMBLY•....................... BUILOINfl..CONSULTANTS:I ...._.............:......... i 3 9 75 UPDATE TD 5TH ED. 2014 FBC JK P.O. Box 230, VaMco, f1 33696 I?'.�?...............N NO DATE BY Phone No., 813.659.9197 REVISON .........................................DAMP.omflm............................FBPE CA--Nor 9813.........._.............,. _.. .. .......... ....... __._... .............. _... ...-...-..__ ........... ........... .................._...._... . ®201 2 R.W.6111LDIND CONeIlLTANTB INC. .............................:......................................................................................................................................................................................................................................... ............................................................................................................:.............................................:;...................................................................:................................... ..........................................................................................................................................................................................................................................................!.......:. I ps ` `,apt ``, 1►fA1i cmscawrrar 4 1XeUCKSG>=055 WOOD: t * xx z ec^, B 2X BUCK SG:>=0.55 WOOD C 114"MAX SHIM SPACE: ''p�'•.,,: : ��` g D 114'X 2 3/b":PFH ELCO OR t1W CONCRETE SCREW: STEEL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI' CONCRETE::: �� ����" �'M m Z 301 OR HOLLOW BLOCK CONFORMING TOASTM C90 :: a \ o ■Z:� G 3116"x 3-1%4"PFH.:ITW CONCRETE SCREW: i STEEL: a c w A 114"X 1-3/4:PFH ELCOOR ITW CONCRETESCREW STEEL V �i 9 o t m: J 1/4"X 33/4" 777 PFH ELCOOR fTWCONCRETE SCREW. STEEL: 4 m a a�: K 1/4"X21/4'1TW CONCRETE SCREW STEEL: E `oz° `L #10 X 2 1/7':PFH WOOD SCREW(1.TS MIN.EMBEDMENT) STEEL: (� M 3/1 'X2-1/4"ffW:CONCREfESCREYV. STEEL: 1V 3/1 6 X 2- d"fiVdCONCRETE SCREW: STEEL . 3/ t POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD ct 7 WEATHERSTRIP FOAM: io cc 8 DOOR BOTTOM SWEEP VINYL 9 4'X 4 BUTT HINGE STEEL 11 #9 X 3/4 PFH WOOD SCREW STEEL:: o 22 3 POINT WISIGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL m : . 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM): w STEELq: 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) : STEEL o: $ 27 LATCH STRIKE PLATE STEEL a 28 DEADB.OLT STRIKE PLATE(SECURITY) STEEL .. ... YY 29 ADA THRESHOLD:: ALUM: m 30 OUTSWING THRESHOLD: ALUM/WOOD: 31 OUTSWING THRESHOLD: ALUM/WOOD 32 OUTSWING THRESHOLD: ALUM/WOOD q s 33 OUTSWING THRESHOLD; ALUM/COMP N N :34 OUTSWING THRESHOLD ALUM/WOOD 35 OUTSWING SIDELITE ADAPTER : VINYL �' o LU P m fn: 36 INSWING THRESHOLD : : A M/COM.. 37 INSWING THRESHOLD ALUM/WOOD: o o m qm A 38 INSWING THRESHOLD LUM!COMP 39 INSWING SIDELTfEADAPTER VINYL: a: 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET.FOR DETAILS: m q .^ P 55 #tOX I-1/2":PFHSCREW m STEEL so I b — a§ 57 BACKING PLATE STEEL mh M m m 58 #8 X 7'PFH WS mSTEEL Z p 60 MULTIPOINT:STRIKE PLATE: STEEL z w 62/1.4/12; ° 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY: STEEL: ::: swe: NTS. . 882X REINFORCEMENT SG?=0.55 WOOD No nwa gr: JK M Ck BY: :LFS 3 4 i OHA�iG ND.:: rc s N F1=151 10.2: .- so 0 ter:: 16 of 16 N aa a tt