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HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc. WB Consulting and Engineering Services for the Building industry Cr,v.ouaajuv,a,nv,rt.o.»yj rirouae��.o�r.ytr� Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth/Wood Grain/White Wood Grain Exterior Swinging 5200 W.Century Blvd. Rustic J Mahogany Doors Exterior Door Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 outswin -"impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc,&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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 Umltations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2, Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the"HVHZ"requiring wind bome debris protection,this product complies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FLA 5180.1 for size and design pressure limitations. Support/ng Documents: 1. Test Report No. Test Standard Testing Laboratory Sianed by TEL 07-0223.1 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Wendell Haney,P.E. TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab„Inc. Lyndon F.Schmidt,P.E ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC,Laboratodes. Ben Meunier ASTM D1929-96 ETC 08-209-20609.1 ASTM D638-03,G155-05a ETC Laboratories Gurjinder Dhami ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P,E. . ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E. D1929-96,D638-03 2. Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropylene 15-1201.11 Safiex PVB lntertayer(Eastman Chemical Co.) 3. Drawing No, Prepared by �it,�ll�rrrei Sianed&Sealed by No.FL-15i80.1 RW Building Consultants,Inc.(CA#9813) s%0 SCf-iJgpZ �P� Lyndon F.Schmidt,P.E. 4. Calculations Prepared by oee -'"" ©�` ro bm �,•,.•G E;��•., ie Signed&Sealed by Anchoring RW Building Consultants,Inc,(CA#9813) o •� F•'• r;0 Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. No 43409 � 5. Quality Assurance = Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing prodiT!;; STATE 'OF within a quality assurance program that complies with ISO/IEC 17020 and,�aj, A, •0 9�� Lyndon F.Schmidt,P.E. Guide 53. oro "•.Z,O R i©•' ,o++°' FL PE No.43409 Sheet 1 of 1 000$ jdn �Y®�0 8/15/2017 plastpro - •' gd " 5200 W. CENTURY BLVD. .,,,>,•.-. .M t r`C`,� a LOS ANGELES, CA 90045 rr,r nt%�� � o Smooth / Wood Grain/ White Wood Grain . Ea Rustic/Mahogany r15,0'MM.OVINA11 FRAMEWOTH x �. m d Series N Fiberglass Door 37 1:°diH OUTSWING �nME °'" r F--1.V c "IMPACT" X � GB+tERAt.NOTES 1• Vs product has been evaluated and s in compliance with the 6th Edition(20171 Florida IkAdmg w $ z Code(FBC)sfruchKal requkements including the Ngh Velocity Hurricane Zone"(HVHZ). 2 Product anchors shall be as fisted and spaced as shown on detcPs.Anchor embedment to base 0 X 0 o x material shall be beyond wall dressing orstucco. o • m 3. when used in the WMr this product complies with Section 16%of the Florida Building Code and �� z does not require an impact resktont covering. $= OX a a 4. when used to areas requft wind home debris protection this product complies with FBC Sections 1609.1.2&830121.2 and does not require an impact resistant covering.fits product meets missile level`r and includes wind Zane 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2& 83012121. OXO 5. For Drstud framing constrJctim anchoring of these units shall be the some as that shown torZ( R v, $ buck masonry construction. 6 ui 6. Site conditions that deviate from the details of this drawing require hither engineering analysis by n a licensed engineer or registered architect. XO d? 1 W J 7. Outswing configurations meet water iri itraiion requirements for'HVHT'. TANIEOFCONIENIS MAX. MAX.SIDEIIFE DESIGN PRESSURE(PSF) ^ z SH11V DESCRdIWN CONFIGURATION FRAME 0.1.0. OUTSWING ti atwrs & DIMENSION DIMENSION POSITIVE NEGATIVE 2 imor eta de = 3 e panel de de X 37.5'X 80.5' 20.5'X 62.63" +50.0 -50.0 K^x as 4 eevoHons LATFs 02/21/12 S 5 Horizantat eons secfioru OX/XO 76.25"X 80.5" 20.5"X 62.63" +50.0 -50.0 sra a N.T.S. d g d Vertical cross sections .�, JK o 7 Yerficdarmsections g OXO 115.0"X 80.5" 20.5"X 62.63" +50.0 -50.0 p1K'ac tFS cc 9 oa,�wnxi w: n ip 1010ormatedoondcomponants F4-15180.1 o SHsa 1 ov f 0 a — P mtpm Inc PEMAND"-Florida Product AMovalot.15190 Impact FIMMISSS OW•OUWMnqW-OrVAInWL-151806TIiED.(2017AFL-ISIM14,&.%l-2 79.25 O.A.MEW- ED 66-35 MAX O.A.FRAME HEC+ff 62.dr MAX D.L.O.INIGHT O WIN 5.76" PP.) C. O. DO r- 1,7C m rwN .gy Ap 0.07r Nn /(77 1.75' Is 0 0 IT— as C) r �z Ci 21) Ts- 77, Na 43409 PRODUCT: PnN.".d % PLASTPRO INC Lyndon F. Schagdt JJ,J '''•;2 MIS FIBERGLASS DOOR P.E Ho. 43409 UPDATE TO 6TH ED. ASSVnLy, MJXJXNG 0024SMTAMM INC, !A PART R DOOR PANEL DETAILS P.O. B*x 230,Volrtc*, Ft.33596 a ND OATSAND GLAZING DETAIL PhonesNo.* 1313.659.0197 REMSIONS FBPE CA No.9813 2012 R.W.IUUILOWQ 00" TIWTQ Wo. I\— R.1 n 'dsJk i al f- } F)eW- 1 f •4 ".2S O.A.HEIGHT ED 1=, S>n 66.35 MAx.O,A.FRAME HEIGHT 62.63 MAX.D.LO.HE1GHf 11 �q �SJS 11D`MAX Z O.r_ g 2.75r x n r»-1.76n--� � o ITO * z z vop rn fii a9 � a OD79" �� � V a � 1.75•-�1 ti '. cl:ra/-r : j q q q PRODUCT: ••'•. �. 1 3 kh N F18ER 1A58 INC.DOO P No. 43409 y N 2 T 24 7 UPQ4TE TO BIN ED• 1 77 F73C JK PART OR ASSFH84Y: ✓V BUILDING CONSU7TANi9r iN4. o fn ! 2 78 UPDATE TO 51H E0. 2014 FHC JK SWOELI E FANEL DETAILS yp P.O.Eox 230,VotAoo.ti 33593 ro NO DATE AND GLAZING DEVIL Phone No.: 013.959.9197 N FBPE C.A.No. 9313 0 2012 R.W.9UILo1No C..S-ANTe INC. la as,�ingti�H'-151 �H E9•�� a0a°r, wq�ti eE�VVIA aa�"vim" m � P l P P ri w • P P P w� .o -%- -4 %—w O • P Mk -%- k P Oil d P t ipG. p• �RD1§tp 2'Sp,Y��'tg9 fitiav" �jV CJS aR A�� $ TrBpE' t3 a��c n' x 17 UPON t0`� Ups C4� 1N� O AOI O A. 84„0 1 1p1'MIN '40% E -A, ..• iii o 60 EXTERIOR ' it K � •ti • p M EXTTttOR •«' 10 (( * .U e p z �� • . � . :, :mow:• ~��•��� 1 Q5 t 7 KSF£NOTE l RO A Z 40 • ` INTERIOR ii 4 1 " • INTERIOR J 21 20 • • 4.1/4•MIN. A C C51NK D z 21 20 EMsa CSNK 21 20 (irr.) C A WAC MR d C I i 4ORIZOMAI CROSS S£CTI N EMs.(tYP J ` m R 5 Stlawliw/1Xs�ib6uck 5 m 1 HORIZONTAL CROSS S MN s � NM � a 1.Spacing toritem IC 6"from ends a' and T mae equ*spaced*tong 11 s1delte(9 totd). EXTERIOR EXTERIOR M 27 9 EXTERIOR K SEE NOTE t S£ NOTf in N 2 AT h a, F FO R LK as as 40 INTERIOR 7 INTERIOR g M 8 ah 02121112 N.T.S. 3 21 20 L 21 20 L JK 2 HORIZONTAL CROSS SECTION 3 HORIZOMAI CROSS SECTION °"`°tv US cc 5 Sfiownw(ifi2Xte3nton.ement 3 5ha�mwsh2Xroinfaeement mwvn+e rwe n f1.-15"80." o sten 5 cv iQ Al + v n O A d M •4 . + s4. � r �n N Oft V .-4 .O N.r 0.15 �" •° - cTw oJL Etna.PP.) tats ansa. PW r v v ' 3 r� i 4 • A �4 P 1.1 •p i m k . Lan Q'(moi i44�ii p FFF�M a° V � p N + {S .N+ 1-114°RAR1. EAna.(TYP.) LSC"=Zf 7k': W.43400 •rY P�yt rg7 PRODUC[. , P[ASTPRO WC. 9lat r'',ltl~t•t`tA'11•01 MERGl+SS DOOR P iS 0 &14 UPDATE TO 81N E0. ZOf7 f8C JK FART OR ASSEIABLYc tHUl1D1NS7 CONSMUNIM.)NC. UPDATE 70 5TN ED. 201♦ FDC JK 4Y P.O. Hou 230.VaW". FL 33895 g UERR CROSS SECAONS phone No: MA59.9197 REVISIO FHPE C.A. NO. 9813 {T$QS E R.W,BUK4iMe COxeYLTANYe EMR. ' R1�a1 Hai 1x PERkUf4EN -fkrWa A l•15180 A Iris Oam- t- f1r151808TH E0. ! •151801 1-7 O � f� p BAB.mrP.) mr � d• V 4f t 70 p M' csm . P • � t • r�r 1-11,C WN. OR YpO $ eAs,�') a � � 3 fn V w 1-1I4MEN, ti A a v • 1 ppX� •y w � • o yH ,• �(�'� 2 �� Y • `o. Mme• 1-XMIK eViB.�rrP.) I 1 ��`C--•=-� Nd*13119 ,�i f•h�i 1 PRODUCT: aeaurnnN e"'rr ', •' �`" PlASTPRO INC. Lyndon F Sahmkl a FI8EROL4SS DOOR P E Na. 4340D ` M UOATE VPDA7 TTO 4THE0. ?0!T F8C A PART OR ASSfiABLY: MLONG •T�•NO• UPDA Tn 5TH EO. 2014 FVC A VRAP.O. Bat 230.Valr400. FL 3.7505 CROSS SECTIONS Phone No.:813.slw.aeoT R S f6PE C.A. No. aD13 Q'da12 R.W.DW10 Na QaX LviT 'm IMa. 1 MC6entARSSO q Mc PEWAANMA-F{mida Product ApprowlSVL-132801mpact Fberglam Dow-Outs*ngNC-DravioWL-15160 6TH ED.(201fifL-051$D.1-4Aw%1$ r w411 N g 8 ell I I I I s 3b o.c.M. !n'P•) A K; •.'O.C. AX.MR) 4 90 b , ICA 9. I I L ••1 O.C.M--ice (TYP.) * } q �a1C! i S e F � � PRODUCM1 0oarm.nb ty,� tip. ,\ N F?P RO DOOR P.r- 43409 t ���i�, f 01lIpR.•'�'```� kDAT UPDATE TD srxED. 2017 FBc JK C PART OR ASSEMBLY: BUILDING CONSMTAH19. INO. IUPDATE TO STH ED ?0 i4 FOC Jx BUCK ANCHORING YlPo BOt�� � a NO BY Phor»No.:813.W9.9197 REVISIONS iEPE C.IL No. OM !{J 7018 R.W.BU.LOINY CON.ULT-1NO. i R..NC%eatAPlwtpto,tK PERMANENIIA•Florida Product ApprovalAFL-15190 Lapert FibetglastDoor.Guo wing\C-Drawings\FL-1580 6TH ED,(2017)1TL•15180.1.41Mg,1.9 a X 4 < 7v v lib IN ' sN a :•j• r 14'MAX. y c1 O.C.(IYP.) F-•—26.5' i=--28H01 w f X X I I rya 7i X C � n 'O d = X Ftttt v � I � XO S � O `1 W F t-260--fes--284' 2 '^ ITMAX. O.C.(EYP.) �—31.?5' -} 31.25' OI C f1YP)–tom- �i d�TYP.) 1 -*j• Na 43409 •I tk ' PRODUCT. F1BFRCLASS� AOR F.Ed No.on 43409 •••,�Ah�`�� ,•• /}� 31 `ratU'1� m ` y 2 7 N 1 UPDATE 7D 6TH ED. 2017 f8C JK PART OR ASSEMBLY: n�j�(�E3URDINO CONMMUN 9,F INC.,t, p VI y 1 2 IS UPDATE i0 5TH W. 2014 FBC JK FRAME ANCHORING ✓NYS/ P.O. Sox 230, Valrlao. Fl.37696 N NO DATE BY Phane Nal 613.e".9107 REVISI NS FHPE C.A. No. 0613 0 2012 R.W.9ul�a—commuL9. 2 1N . BU OF AMOULS A iXBUCK SG>=055) WOOD ^gyp * i�= � WOOD Z �ti 0 C 1/4"MAX.SHIM SPACE .V I n n D 1/4"X2-UCELCOORITWCONCRETESCREW STEEL �456•� n '�i '-. � ��` ~Vc$ MASONRY-3,000 PSI MIN,CONCRETE CONFORMING TO ACI ll, E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE • s G 3116"X 31/4'PFH ff W CONCRETESCREW STEEL k $m�9 H IX x 3-1/4"PFH ELCO OR 11W CONCRETE SCREW STEELEma2o9 J 114*X 33l4"PFH ELCO OR TIVY CONCRETE SCREW STEEL h 2W I 2Z 4 4 a K 99 X 21/2'PFH WOOD SCREW STEEL L #10 X 2-1/2 PFH WOOD SCREW(1.15 MN.EMBEDMElq STEEL M N8 X 7 PFH WOOD SCREW STEEL Jamb §a Gj R 7 FORCE 5 WEATHERSTRIP ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP ON 650 SCHLEGEL) FOAM 9 4"X 4"BUTT HINGE 89 X STEEL g 10 1"PT}i WOOD SCREW STEEL �a 11 #9 X 3/4 PFH WOOD SCREW STEEL z$ Eiw 20 RNGER JOINTED PINE FRAME,HEAD 6 HINGE JAMBS WOOD a a q 21 POLY HBER JAMBCOMP./VINYL 27 LATCH STRIKE PLATE STEEL --s 56-`� o 28 DEADBOLT STRIKE PLATE STEEL 29 0 N THRESHOLD BY DLP ALUMJWOOD �2 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 6 60 SIDELTTE PANEL-SEE SIDELTTE PANEL DEML SHEET FOR CONSTRUCTION DETAILS I n 88 2X REINFORCEMENT CLEAR PINE SG>=0.49) WOOD ��---2AV-- - 2.13---I a 2T NH�arlamo �eh ) 4.56' 2.03' '1ST ��•, ^= Til O � �ourswmGt►tsxowerntr "'z o DAM 02121112 1w-& N.T.S. 3 mm BY.. JK m cm en LFS 3 COMM NO.: s FL-15180.1 " E c 8 s+[Ei JA a d