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Product Review Affidavit
Florida Building Code Online Page 1 of 4 J f� �0.9 Flodda Departmentof BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I SCIS Site Map Links Search Busines Professit aQOUSER:lUun Public UPseerroval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detall FL# FL17347-R1 Application Type Revision Code Version 2014 Application Status Approved FILE Copy Comments Archived ❑ Product Manufacturer Plastpro 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@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J.King,P.E. W Validatlon Checklist-Hardcopy Received Certificate of Independence FL17347 R1 COI Certificate Of Indeoendence Ddf Referenced Standard and Year(of Standard) Standard year 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 1/22/2016 Florida Building Code Online Page 2 of 4 z Product Approval Method Method 1 Option D Date Submitted 04/16/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347.1.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17347.2 b.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.2 for any additional use limitations, FL17347 R1 AE EVAL 17347.2.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.3.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.3 for any additional use limitations, FL17347 R1 AE EVAL 17347.3.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17347.4 d.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347 4 odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.4 for any additional use limitations, FL17347 R1 AE EVAL 17347.4.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17347.5 riberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.5.odf 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 17347.5 for any additional use limitations, FL17347 R1 AE EVAL 17347 5 Ddf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.6 f.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.6.odf 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 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 1/22/2016 Florida Building Code Online Page 3 of 4 nu ' se 7347.6 for any additional use limitations, FL17347 R1 AE EVAL 17347.6.odf Ions and product particulars. Created by Independent Third Party:Yes g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.7.1)df 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 17347.7 for any additional use limitations, FL17347 R1 AE EVAL 17347.7.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.8.1)df 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 17347.8 for any additional use limitations, FL17347 R1 AE EVAL 17347.8.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.9 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.9 for any additional use limitations, FL17347 R1 AE EVAL 17347.9.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.10 for any additional use FL17347 R1 AE EVAL 17347.10.1)df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.11 for any additional use FL17347 R1 AE EVAL 17347.11.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.12 I.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.12 for any additional use FL17347 R1 AE EVAL 17347.12.1)df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.13 m.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347 13 odf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgsRyNwiNWDr... 1/22/2016 Florida Building Code Online Page 4 of 4 Other:See INST 17347.13 for any additional use FL17347 R1 AE EVAL 17347.13.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.14 riberglass Door "Impact"Fiberglass Opaque.Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.14.1)df 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 17347.14 for any additional use FL17347 RI AE EVAL 17347.14.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.15 o. Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Conflgurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.15.1)df 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 17347.15 for any additional use FL17347 R1 AE EVAL 17347.15.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.16 p. Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.16.Ddf 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 17347.16 for any additional use FL17347 R1 AE EVAL 17347.16.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statemen ::Refund Statement 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 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 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.,please click berg_. Product Approval Accepts: ® ctl_c SM sccurih•w:-nnucs http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 1/22/2016 oft 7 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry B C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product I2015 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Singles Doors Assemblies Los Angeles,CA w/or w/out Sidelites Phone 440.969.9773 Inswing I Outswing-"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.61 G20-3, Method 1 D 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 herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements excluding 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 areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17347.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Siqned by TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01390454 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01391140 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01371120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton, P.E. 2. Miami-Dade NOA Materials Testing 14-0423.16 Saflexe PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No. FL-17347.7 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1 of 1 r`? ~a,`^ 1. 'r 4/16/2015 plastpro MAX7MOVERALLFRAMEWIDTH \� i OVERALL 37.5 MAX 37.25 MAX. �: �iZ X: FRAME WIDTH FFRAME WIDTH 7 r FRAME WIDTHin asst L J_Un 5200 W. CENTURY BLVD. ` v%:. Z �.•„o�° Q m n LOS ANGELES, CA 90045 rm� �•••.••••• •••• N °j cTJ /� �\ >>M m o n Z ON •: V' Z u v Z •Z J X X 0 ♦ o Em z m mU GLAZED FIBERGLASS DOORS m �6 g o a O O \ a` Win .4(n - ` a m D.D.W SINGLES a 9 Z P %W O JR w/ or w/o SIDELITES Z INSWING/OUTSWING Cr o �Z 0 ,, IMPACT' 115'MAX.OVERALL FRAME WIDTH GENERAL NOTES 37.25'MAX 37X MAX. FRAME WIDTH 7 7 FRAME WIDTH 7 m w 1. This product has been evaluated and Is in compliance with the 5th Edition(2014) 3 Florida Building Code(FBC)structural requirements excluding the"High Velocity U w Hurricane Zone"(HVHZ). a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor m >> embedment to base material shall be beyond wall dressing or stucco. s = m 3. When used in areas requiring wind borne debris protection this product compliesw Z with Section 1609.1 2 of the FBC and does not requae an impact resistant z o O X O a covering.This product meets missile level"D"and includes Wind Zone 4 as e S defined in ASTM El 996 and Section 1609.122 of the FBC. 'o � ° NN o V P tJ � 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 0 5. Site conditions that deviate from the details of this drawing require further o a engineering analysis by a ricensed engineer or registered architect. Z g TABLE OF CONTENTS a a w = a SHEM DESCRIFTfON MAX DESIGN PRESSURE(PSt) DESIGN PRESSURE(PSF)< Qo v JAMB _ INSWING ' •OUTSWING " m 1 Typical elevations,design pressures&general notes CONfIGURATTON ' FRAME REINFORCEMENT o c 2 Door&Sidelite panel details __ DIM4NSlON _ ,. ;POSITIVE,;' NEGATIVE POSffIVE NEGATIVE ^Z Z 3 Ute frame glazing details X 37.5"x 98.0" N/A +45.0 -50.0 +45.0 -45.0 DATE 10/8/14 °z < 4 Elevations SCALE N.T.S. 5 vertical cross sections OX/XO 74.75"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 M.�; JK m 6 Horizontal cross sections 76.25"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 �,B., LFS 3 e 7 Buck anchoring ril 12.0"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 DRAWING 8 Frame anchoring&hardware details OXO a " 9 BBI of materials and components 15.0"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 FL-17347.7 no SHFEr_L OF J N v a & 0 ' ,rte Gi• 0.4" DOOR SKIN FOAM CORE •7" 4„ �� 4STILE(m) EXTERIOR. =_ _zo -97pi 0 INTERIORCAP PVC TOP RAIL CAP(PGI G2 STEEL REINFORCEMENT LATCH STILE(LVLJ (PVC) (COMP.) •v '' `V m 5 om=w 1.413"X0.135' 1•',• mam.2 4 35.75"MAX.PANEL ��HORIZONTAL CROSS SECTION z • ,� m v v� v� WIDTH 4 o u� J y0 aEr G1 G2 g Ca s INTERIOR EXTERIOR o L9 rd 12 z Q x� H FOAMCORE 8 (POLYURETHANE- � of SEE DOOR LOCK 1.9 PCF MIN.) •, k� HARDWARE TABLE ••°. '� =i)00!€IOCKIGtRCIYARE1A►tF FIBERGLASS SION ��' z i g (0.075 MIN.THK.) LY m IiiANUtAN 1UREk'. 610L1E! Z KLYIKSEf KNOB: SEIES(400) 2 OEADBOIS SERIES(660) a _ ¢L� PLASIPRO DOOR PANEL TALE KNOB: CIIUIU5100 C 4O (COMP.)RAIL • 'r:�, ^z e DEADBOLT: MSINGLECYUNDER DAm 1018114 E 50 PLASTPRO SIDEME PANEL scut: N.T.S. 2 VERTICAL CROSS SECTION DM er. JK m s 2 cim M. LFS ; e DRAWM NO-- FL-17347.7 ocFL-17347.7 n %m 2 of9 o ! a 2RAME HIS 23M'E WIDTH Q.. 20.5"MAX. 20.50"MAX. c d n D.L.O.WIDTH D.L.O.WIDTH ", _fie" * =? �. t,� o �n z Q;' 5 d m P� i�Y`/ \:3 c m r1 0 z SZ° 0 TL 9 1 W m sr to _ �, a maa� mx m = o LL d z T � E y° #7-19 X 1-3/4"PPH x o SELF-DRILLING SMS °D n #10 X 1-3/4"PPH SMS 0.71" W a O I J I Dom. IN 0 0 1 -- &I 425 (7 E ^ 1.5" ODL LITE FRAME RSL LITE FRAME 1 ODL 11fE FRAME RSL LITE FRAME 3 3A AluMnum 3B PVC w Ncn o DOW 995 DOW 995 z STRUCTLIRAL STRUCTURAL 3A SILICONE HOT BUTYL SCONE 1/T GLASS BITE 8 5/8"GLASSBffE SEALANT 1-1/4'OVERALL GLASS THK. 1"OVERALL GLASS THK. EXTERIOR 1/8°ANNEALEDGLASS ( 0) tJCTERIOR 1/8"ANNEALED GLASS e 0.090"SAFLEX®PVB 0.090 SAFIEX®PVBNTERLAYER z INTERLAYER 1/87 ANNEALED GLASS 1/8"ANNEALED GLASS AIRSPACE c AIR SPACE m INTERIOR INTERIOR/8"TEMPERED GLASS INTERIOR 1/8"TEMPERED GLASS �Z INTERCEPT SPACER DATE 10/8/14 SCREW CAP 1/T NON-GROOVE SWIGGLE #7-19 X 1-3/4"PPH w/DELCHEM#80 POLYSULFIDE sruE N.T.S. SELF-DRILLING SMS #10 X 1-3/4PPH SMS 3B 1/8"BACKFILL on Vf. JK m s cm BY. LF5 3 Ir e G� GLAZING DETAIL °�"N0 N0' 1 On Ute kame G2 1 kam�A1L F1-17347.7 pMW 3 of 9 D a R:\Olents\Plastpro,Inc PERMANENT\Florida Product Approvals\R-173471C-Drawings\CorrenAFL-17347.5-.B.dwg,4.7 s` P P ' N N x x N� lz N N N A 0 P N P A N V d N N mP P `k, 'OP�k �D PV x N� Z N A �O N N N N P N O N W N P P P� P b- 4n x N� xm NOo NN O lz 0 P N N V v �- O N N P � P N N0.49409 4 PRODUCT: o—rit.P,.Po,.d 0 11 11PMSTP I a FIBERGLASS DOOR P Ed No.F.4Schmidt �/^R.,,pyDw�O``�� W Z /� 1`1111111111{ PART OR ASSEMBLY: K�j��BUILDING CONSULTANTS, INC. 1 -0-471-471-5 UPDATE TO STH ED. 2014 FBC JK p-EyAT10N5 d lCM P.O. Box 230,ValAco, FL 33595 V NO DATE L3Y Phone No.-. 813.859.9197 REVISIONS FBPE CA No. 9813 ®2014 R.W.BUILDING CDNDULT—D IND. D E E D E �J\4•, /, 'a ice•. tmro A `/ �� Co B C 9 /���iirr*11�����, o n m z C :i,': \ g E C r° — cw 3 a 9 t tC F J F �J: us maa� 40 7 1 SEE NOTE 1gg _ 40 8 �a o INTERIOR EMERIOR H 1 v 1 oU 6 INTERIOR EMHtIOR INTERIOR EXTERIOR 24 �$ uz VER17CAL CROSS SECTION 2 VERTICAL CROSS SEC17ON VERTICAL CROSS SECTION m $ ng shown ou ng ar $ nsrwng s own O ng s m ar $ ng s own ou ng mi ar c� y 2X Buck Coruiructlg 1X Buck Consfivction 2X Buck CorutrucHon NOTE : 5 o 1.Spacing for Item J @ head&sal:6"from each end, o 1®centerline,2 additlonal at T&40 from end D O adfacent to door. a a 8 VERTICAL CROSS SECTION �m $ o SillINTERIOR ilk EXTERIOR INTERIOR EXTERIOR 3 3 INTERIOR EXTERIOR INTERIOREXTERIOR J 50 Z 6 25 22 SEE NOTE 1 J 50 6 0 P SEE NOTE 1 12 20 26 21 27 25 23 Elma 3 y m �i .. ... � : gyp, .. .. .. • .. • I9 ;—M- 10814 : D D D D N.T. Duro.en JK m e 4 VERTICAL CROSS SECTION ri'�VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION �v NM,SFS 3 $ In ng Ml stil $ n ng sul ° FL-17347.7 0 n %M 5 OF 9 g a E C F rCSINK &INK C E E CSINK 4,r) 0�i fD 4040 i��i'h �c • •��� z o;o EXTERIOR (q{!) 11111 t�` coy c"3••_ EXTERIOR ` 0 x Z d G 0.1s' C �� ?$ a � CSINK \ 8 t 0c 9 ug doa D N mda`� •.. '.a �p�. .• 1 D gz qNl I w , 9 INTERIOR `a M 9 INTERIOR J 9 11 40 12 7 9 11 EXTERIOR 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION &gZ 6 I ngg s Town Ou ng s rnl ar 6 InMn shown OutsMng s m ar 6�1nsw�ng s wn u ng similar) 2X Bu VC E 2X Buck Construction iXBuc ConsirucHon 1 m � O.1S' C a Cid CSINK 1=6 _ 1 M INTBiIDR �I o SEE NOTE 50 7 q0 12 G a J 4 HORIZONTAL CROSS SECTION EXTERIOR D EXTERIOR 6 in Buck Const uc:V ng s m ar 1 5 1 1 5 1 J a J J ERIOR SEE INTERIOR J MTNOTE 1 9 11 50 50 + 50 Z 6 HORIZONTAL CROSS SECTION Z 2 � 9 6 Irnwmg s own(Oufswing _ m � ( 1 HORIZONTAL CROSS SECTION Back to Back Jambs o �6J inswing shown joutswing srmnorj r a 2X Buck Construction t o i p o ^Z v x: 10814 = s�uE N.T.S. NOTE J J m' Z; 1.Spacing for Item J:6"from each end SEE NOTE I J 9` 11 12 M SEE NOTE 1 OWL Ur. JK 3 e and 5 more equally spaced along 40 stdelite jamb(7 total). r7"\HORIZONTAL CROSS SECTION rB HORIZONTAL CROSS SECTION oR""'"°NO.: v s 6 I ng s own Ou ng s m ar 6 ng shown Ou ng s in lar FL-17347.7 0 2X Jamb ReinforcementT B 9 0 RAC11er \PfasVro,Inc PERMANDMRorida Product Approvals\R-17347\C-DrawingslCurr nt\FL-17347.S.8.dw8,7.7 cz ri ♦t gr Q to o.C. � tTYPI MAX.�1 A ♦fi "' :::vvv y Q 3 c N R c �( z MY n s = 16"O.C. Q MAX.(fYP) 7p 14, Z ». o } Z 0 A \0111 III �f •F M��Jr''. 1SO.C. P �"�1 tom' �` vr �i MAX(TYP( ; No.43409 gg $$ �p PRODUCT: Do.+ t P-pol d 9y:.� r _• `. R F� PLASTPRO Lyndon F. se09 ��� *'r r'1 FIBERGLASS DDDR P.E No. 43409 �i,`�ypHj �`l• i o V j�141111 U�� L, Cb PART OR ASSEMBLY: R BUILDING CONSULTANTS, INC. V 7C fn 1 14 iS UPDATE TO 5TH ED. 2 114 RUC JK BUCK ANCHDRING �/�/ P.O. Boz 230,Valrioo, FL 33595 IrD 14 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 2014 R.W.SUiLOW3 0-5ULT —1»6. ~ R:\Olents\Plastpro,Inc PERMANENT\Rodda Product Approvals\R-17347\C-Drawings\Current\FL-17347.5-.8.dwg,8.7 T T E t ! 0 O T C C t I 1 t I t 14.5'O.C. (�1 ,s„ MAX itYPT og 10 0 .= N a x � 3 Z k Z mI I — o D � •� 3 14.SO.C. ' (TYP) MAX(1YP) I I I I I S I 1 1 AZ O.C. t MAX(fYP) •o � 39.OG FROM TOP 5S" OFJAMB x x m • 0 AA Y n z0 0 zh n 26.12T O.C. T1YP.j 9.31°FROM TOP OF JAMB 47 o, � ��. v.••ucFJ�a�e• .. D C7� MS ti f W9 > Z �rn G3 Gk' �* • h No.43 :* w'M 7/•tbrr�f PRODUCT: Dc-nt.Prnpamd Ibn ••. `� Cy PtAS7PRO Lyndon F. Schmidt ��i '• O '`a���� FiBERGI/1SS DOOR P.E. No. 43409 o tl77Ftlt��� t y Ou PART OR ASSEMBLY: /� BUILDING CONSULTANT'S, INC. UPDATE TO 57N ED. ZOi# FBC JK FRAIAE ANCHORING t/l� P.O. Box 236,Votrioo, Fl 33585 I0 14 'A NO DATE rxG HARDWARE DEFAIGS Phone No.: 873.859.9197 REVIS ONS FBPE CA No. 98i3 0 20 14 R.W.BUILD-C-ULTAW-IND. BILL OF MATERIALS 4.56" ............. 4 n lIEDI1 DESCRIPDDN MATERIAL T— .•..,...; 4.56" -�{ V� `i u� A 2X FRAMING(G>=0.42J WOODJ� .^ B 2X BUCK(G>=0.42) WOOD L ZZ<=z a C 1/4"MAX.SHIM SPACE E %��' g 'o� 8" D 1/4"PFH CONCRETE SCREW(1-114-MIN.EMB.) STEEL 2.44"��2.15" 44 ADA 1HREMOLo MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI DIP �,i�•••'' ••• ' O� m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE T POLY FlBER JAMS TT*ll L •`,���� 'm z° F #10X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL a'' G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL � i$z J #10 X 2-1/Z'PFH WOOD SCREW STEEL —ral ` u gm 9 c`o a M #10 X Z'PFH WOOD SCREW STEEL 'm a a 1 POLY FIBER JAMB COMP. : :; :_:. . .,; 1-7. 5 2X REINFORCEMENi (G>=O.SSJ WOODoz 6 DOOR SWEEP PVC F- 4.56' ^i 4.58'- 7 .58'7 WEATHERSTRIP(ENDURA FORCES) FOAM 20 INSWING THRESHOLD OUISWING 1HRESHOID 9 #9 x 3/4"PFH WOOD SCREW STEEL Endura(ZSedes) Endura IZSa) 11 4"X 4"HINGE STEEL 21„ SIDELTiE o 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE SIDELITE ADAPTER STEEL ADAPTER �$ 20 INSWING THRESHOLD ALUM/COMP o >� a 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP F erl ac° o 22 OLITSWING THRESHOLD ALUM/COMP m 23 OUTSWING THRESHOLD W/SIDUE ADAPTER ALUM/COMP m ..:.:................:.:...:.....•.• .. ......,.. '.. til 24 ADA THRESHOLD ALUM I I o 0 m 25 OUTSWING THRESHOLD ALUM/WOOD 26 1 INSWING THRESHOLD ALUM/WOOD �, INSWING THRESHOLD w/SIDEME ADAPTER „/ANG THRESHOLD w/SIDEIUEADAPTER 27 INSWING THRESHOLD W/SIDELRE ADAPTER ALUM/WOOD �' Endura RSedes) L3 Endura(ZS., 40 1 DOOR PANEL 50 SIDELITE PANEL - P� � 4.56 `y � I 4,57" 3 N GL" Ln 2 6 y 25 OBISWING THRESHOLD 26 MSWING THRESHOLD DlP DLP CONCREMANCHOR NOTES: 1.Concrete anchortocations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. � 2 Concrete anchortocatbns noted as MAX.ON CBdTER"musf be adjusted to 0 2.1�, w m maintain the min.edge distance to mortarjoinfs,additional concrete anchors w maybe required to ensure the MAX.ON CENif3t"dimension are not exceeded. 3.Concrete anchor fable: n JLNCHOR ANCHOR fk11N MIN CLEARANCE, MIN CkEARANLCE. 'z v TQ.MASONRY 1T3ADJACENT .. € 71. . SIZE . EMDEDMENT ERGE.... ...:.:.......ANCHOR....... MTE 10/8/14 °z .: S 1.1 1.1/ N.T.S. ° ITVf BUILDIX 3/16' 4" er„r. TAPCONe 114, 1-1/ELCO4° Y 4" owa BY. JK m .5 ULTRACONm 1/4" 1.1/4" 4S7° cwr.BY.. LFS 3 e WOOD SCREW INSTAUATION NOTES: DRAWM NO' z 1.Maintain a minimum 5/8"edge distance,1"and distance,d I"o.c.spacing of INSWING iHRESHOlD w/SIDELITE ADAPTER FL-17347.7 ° pwood screws to prevent the splitting of wood. DLP %M_L OF 9 N 6 c Lile idit dew Hiltoy $ooklnarks 2:6015 help :-: _.... -- ._.......... _ _._ ._. .. ,_.. . .. _ :.... .,.�. i *.. fv el0ML•tfoonylmV'm Ilv... X i =FindOOLdoorglassprodu... X L�} CL adl,com 7(f Connect m httlamwbucineuvoica.... Home Depot Door Hanufsct— Deer Earl.. Cl...Family Clad&5blas 51a^ Low-E NFRC Compliant CPO a Records plastpre tne. - Fr6nrglace intry uoor.. Severe wasthar Im. Bev.weather i... 3/4 • Nonce ---• - .Yaa - - -� uPC-M-i&64z4-00001 CPQ r NPC-M-1 Sev.Weather 1•Lites Ln 16414-00001 WR-IMP-CL N 3/4L Fiberglass Entry Door cM-1} GBGs cCll•D,Intercept 3/4 None N 0.509 - 0.35 Factor 0.2 M 11 04 P- P- 0 - P- O d C W 0- c > Lf) M • — {. FrAwl r•- C C) r ca r Florida Building Code Online Page 1 of 5 Florida Departmentcf BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links Search Businesp/�/) 4USER:product Approval Professik.-01 Public User Regulation Product Approval Menu>Product or Application Search>Application list>Application Detail •" FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@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 Wi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Wi Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE odf Referenced Standard and Year(of Standard) Standard year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 h4://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 1/22/2016 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 40 Page 1/2 1� FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.1)df 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 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eva[ 15213.1.0df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.2 [Fiberglass .Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite rain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.odf 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 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eva[ 15213.2.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grein/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.3.1)df 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 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eva] 15213.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Ute"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.odf 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 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eva] 15213.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Ute"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_api) dti-aspx?param=wGEVXQWtDgv3yVVKJZlQ... 1/22/2016 Florida Building Code Online Page 3 of 5 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.5.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.6.odf 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 15213.6 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.7 g.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.7.odf 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 15213.7 for Design Pressure Ratings,any FLIS213 R2 AE Eva[ 15213.7.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.8.odf 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 15213.8 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.8.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.9 L Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing Grein/Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.9.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213 9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.10 j.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213 10 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.10.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213 it odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings, FL15213 R2 AE Eval 15213 11 odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.12 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ... 1/22/2016 Florida Building Code Online Page 4 of 5 1.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.12.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.13 m.Smooth/Wood Grain/White 6'8"Non-Impact"Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Series N Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.13.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings, FL15213-R2 AE Eva] 15213.14.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.15 0.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.15.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite,Glazing-Inswing/Outswing(OXO Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.16.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Lip Ute"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.17.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Up Ute"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 1/22/2016 Florida.Building Code Online Page 5 of 5 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.18.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes p rticulars. 15213.19 s.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.19.odf 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:INST 15213.19 for Design Pressure Ratings,any FL15213 R2 AE Eva[ 15213.19.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.20 t.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outsw[ng(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.20.Ddf 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:INST 15213.20 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.20.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Go to Page Page 1/2 Badr Next �pf Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 fff�' The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: efun n 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 nOP�k ot send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-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 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.,please click here_. Product Approval Accepts: ® ® sCMck M sccuritv.%utrnicsr http://www.floridabuilding.org/pr/pr- Q... 1/22/2016 Dodf R R W Building Consultants, Inc. Consulting and Engineering Services 11or the Building Industry B C P.O.Box 230 Valrico.FL 33595 Phone 313.659.9197 Florida Board of Proressional Engineers Certilicate of Authorization No.9813 Product Evaluation Report Report No.: Date: Apri[29,2015 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Smooth/Wood Grain I White Wood Grain Exterior Swinging 5200 W.Century Blvd. Rustic I Mahogany Doors Exterior Door Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Inswin 1 Outswing -"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 herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding 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 areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213.19 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 2004-09-24-029 ASTM E330-02 and ASTM E1886/E1996-02 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E. 2. Drawing No. Prepared by Signed&Sealed by No. FL-15213.19 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is-manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 d, ,L 4129/2015 Sheet 1 of 1 °°dasaanas'o9a��� astplpro 5200 W. CENTURY BLVD. s' Z LOS ANGELES, CA 90045 ��''�� '•" ``� N' 31,10-MAX OVERALL FRAME WIDTH v o z Smooth / Wood Grain / White Wood Grain s tW 9 m W Rustic/Mahogany a N� m a cc a wM Series N Fiberglass DoorVF101 F0 " ' INSWING/OUTSWING 9 E ;0 Z o ' �-4 "IMPACT" z Z N C7 O z 0 O p J 5 2p Z UOZ qy rii V' O E2 = m Ctn J Q� O GENERAL NOTES a�W � 3 1. This product has been evaluated and Is in compliance with the 5th Edition =3 0 O (2014)Florida Building Code(FBC)structural requirements excluding the"High 6 o w Velocity Hurricane Zone"(HVHZ). > > O 0 a O O a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor ' m embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product ' complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind o Zone 4 as defined in ASTM El 996 and Section 1609.1.22 of the FBC. z V W O N En 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. Q 5. Site conditions that deviate from the details of this drawing require further o a engineering analysis by a licensed engineer or registered architect. g � a TABLE OF CONTENTS W z N H < SHEET# DESCRIPTION 1 Typical elevation,design pressures,&general notes DESfGN PRESSURE IpSF1 z W 2 Door panel details FRAME "z z SWING DI141ENSfON POSRIVE NEGATIVE_' o a 3 Horizontal cross sections _ Bn 02116112 z W 4 Vertical cross sectionsINSWING 37sr.ic. N.T.S. 5 Buck and frame anchoring-2X buck masonry construction .50"x 98.00^ +65.0 -70.0 . OW0.BY.. JK m' a6 Frame anchoring-1X buck masonry construction crus.Br.. LFS 3 7 B01 of materials&components OUTSWING 37.50"x 96.50" +65.0 -65.0 OPAWWG NO- FL-15213.79 0 O1 sHEEr I OF 7 N t GL R.%Clients\Plastpro.Inc PERMANEfMFlorida Product Approvals\FL-15213\C-Drawings\Current\FL-15213.19.26.dwg,21 9525'MAX.DOOR PANEL HEIGHT Q a - 0 0 � z Ti-00 p NN �O a D o D O O N� N�+ Z O A Z Z m GO I I H 7,—1 ol Z UP h m A V F+1 57�{ A V^ 4b, I� m N N p � a N M n -- t- o - . N A / No.43409 •: y� S PRODUCT: Document.Pnp—d B):-,�-Aa `. r Lyndon F. Schmidt -jQ •••• � �'�G �� IN N o Z\ FIB TPLA O INC. P.E. No. 43409 w -t rn -0472-277-5 PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IV LI y 04 22 15 UPDATE 70 5TH ED. (2014 FSC JK U(P.O. Box 230, Valrico, FL 33595 L. ro NO DATE DOOR PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CJL No. 9873 ®201 2 R.W.BUILOING CONBULTANTB INC. R.\(Jients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FL-15213\C-Drawings\Current\FL-SS213.19.26.dwg,31 �J �A �3 M p. � v n o C O �— o r, 'oto O n " A H N Ztri m � a 0 O Z M A O71 W 4 Aw II 11 n Q Z m m ww M Fy M J 0 0 o .O X �2 ii %4 Go !J n 70 V G O V co OOT `=� m n . 0 � `z ~ a' Of0 O Z I) > z Z tt<pp 0 N Am a.. a .. n N � v ° o . v . A %%% CM No.43409 ' pyo f PRODUCT: Document.P-p—d Sr., IW \ FIBERGLASS� DOOR PE. NondonF43409 Schmidt ��i���ls,O�.• ,Li �'!��`� r -1 rn PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv y N 4DATE15 UPDATE TO STH ED. (TO?4) FBC JK p NO .0. Box 230, VDIHeo, FL 33595 BY HORIZONTAL CROSS SECTIONS phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDINO CDNSULTANT.INC. R�Clients\Plastpro,Inc PERMANENTWorida Product Approvals\FL-15213\C-Drawings\Current\FL-15213.19-26.dwg,41 1-U4"MIN. EMB.(TYP.) m o rn C7 A as .Ta W ♦ O _ A� 70 a.a O O 3Q Z7 4 a Om r � CD �n oQ N .° M O rn BD W Z V ESD I0 z p ° as s ° Q. . >o 0.15, C'SINK--{ v rn (1YP.j a. E 1-114"MIN. EMB.(TYP.) 1-114"MIN. m EMB.(TYP.) rr7�1 rn da 0 > ° Q a' ° v QO ° F,tyi a e is A � ey1's - _ P z D.. rn M 0 , w t7w. ° p. o� � aGa a O z � zg : 7 z 1-114"MIN. O EMB.(TYP.) M CNMlA fl No.43409 o g PRODUCT: Dxuman[a Propored ey'",,,+ /t7.ORID�'+=• �� �., -rt $ g Lyndon F Schmidt rI g o PLASPRO INC. P.£ No. 43409 �/O••fy••A••L•. Xl%'l FIBERGLASS DOOR //rttttll% N 2 BUILDING CONSULTANTS, INC. a _ PART OR ASSEMBLY: c" •t~ri T 04/22/15 UFDAT£TO STN£D. 2014 FBC JR P.O. Box 230.Vairtoo, Ft..33595 14 X t� NO .DATE BY VERiiCAt GROSS SECTIONS � Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING co N9u LTAwra INa. ` Reth Eo to m a• `v rn;y z 'Vp, o m an TYP.HEAD TYP.HEAD& ll*Pit N &JAMBS MASONRY zo MASONRY-7JAMBS `9 v o ■z°d E z S o OPENING OPENINGo`ug 5 `Da c° °z S lo L4 19..L.L (� 8 � v� N FRAME z G� (o W 0 0 O 2X BUCK o �$L� w m 2 �'� z r W w. O v ho U K Q 2X BUCK of ecu i m m F ,r m TYP.@ SILL i •a' 'v' mU 4 m •3 a 0 c o u N BUCK ANCHORING HINGE JAMB FRAMEANCHORMG SMKE JAMB o CONCRETEANCHOR NOTES: Masonry 2X buck construction 1.Concrete anchorlocations at the comers may be adjusted to maintain the min. a edge distance to mortarjoints. a 2.Concrete anchor locations noted as MAX.ON CENTER°must be adjusted to = maintain the min.edge distance to mortar joints additional concrete anchors 9 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. M N¢ F .� 3.Concrete anchor table: 28 0 ANCyQR. ANCHOR IMIN ; MIN,CLEARANCE MIN.CLEARANCE 10 0 i ...................... 70 MASONRY TO ADJACENT z n° TYPE SIZE EMBEDMENT EDGE............... ANCHOR 11 ^ ITW .... .. .. ..::.. .......... p DAA 02/16/12 i TAPCON® 1/4". I-1/4" 2" 4" M 27 scAM N.T.S. 9_ a Dwc.BY. JK mm ELCO ® 1/4" 1-1/4" 1" 4" 2 ULTRACON ans.er: LFS 3 & WOOD SCREW INSTALLATION NOTES: DRAWING NO, m n 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.sparing of LATCH b DEADBOL7 DETAIL HINGE DETAIL FL-15213.19 wood screws to prevent the splitting of wood. N SHEET 5 OF ] 0 a EO ZO e i rim •�\\ 1'T uI!2 n TYP.HEAD& ""fill PIV r �o'm Z G �,� ac N MASONRY JAMBS 9 Z o z 27 OPENING N 'o g 9 md o a OE d cZ LATCH&DEADBOLT DETAIL e w S 3'd U N FRAME 039-o 9 NL) Lj� X C.DP5 a ' Zo J 10wm =" U). ,3a 1 1 0_C� a z 1X BUCK 'cl r � +�' N K F �} HINGE DETAIL m TYP.@ SILL m � a o n V) v " • •" ZO i v En CONCRETE ANCHOR NOTES. n LL 1.Concrete anchorfocations at the comers maybe adjusted to maintain the min. aOf edge distance to mortar joints. HINGE JAMB FRAME ANCHORING SMIKE JAMB 2.Concrete anchor locations noted as MAX.ON GENTRY'must be adjusted to Masonry iX buck construction a maintain the min.edge distance to morlarjoinfs,-additional concrete anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. $ 3.Concreteanchortoble. �_ m JUIN CLEARANCE MfN CLEARANCE n {1fYC►LOR ANCHOk 141►N,_,. a¢ r IYPE 70 MASONRY i0 ADJACENT-' LL SIZE : EMBEDMENT EDGE 0 O o z iNW ® 1/4" 1-1/4" 2" 4" 'z u a TAPCON 2 ELCO OAm 02/16/12 i a © 1/4" 1.1/4" 1" 4" SCALEN.T.S. ULTRACON ITWDwc.at: JK m' a TAPCON® 3/16" 3" cxw BY.. LFS 3 WOOD SCREW INSTALLATION NOTES., DRAWINO NO.: ci I.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-15213.19 " wood screws to prevent the splitting of wood. ro SHEET 6 OF__L ccl 4.56" _ •" p• %cj BILL OF MATERIALS o �=z REM DESCRIPTION MATERIAL �1:? Z 0 6; ro A 1X BUCK SG>=0.55 WOOD 'ice Y.., ` o�'m B 2X BUCK SG>=0.55 WOOD .�� ... N>M m C 1/4"MAX.SHIM SPACE �``% 2.44" v a•: D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ■z°d E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE YT EAD 8 SIDE E E m 9 MO.0 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 P. fiberJamb rq C v g p`o a F 114'X 2-3/4"PFH ITW CONCRETE SCREW STEEL \_ " m"� 'm a`a Va G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL �o H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56" -i 0 I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL I I 0 3 a J 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL L #10 X 2-1/2"PFH WOOD SCREW STEEL M #9 X 2-1/4"PFH WOOD SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 2.442.13 ��-- _#_ z 0 QZ 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM " " 9 4'X 4"BUTT HINGE STEEL HEAD 6 81DE N r Q 10 #9 X 1"PFH WOOD SCREW STEEL ZE Jamb oU 11 #9 X 3/4"PFH WOOD SCREWSTEEL3 w m 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 5.63" -i a `2 ra o I V O 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL o r 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a a 21 POLYFIBER JAMB COMP./VINYL _ z 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL v 31 OUTSWING BUMP THRESHOLD ALUM./WOOD �ZADJUSTAB[E INSWING THRESHOLD 0 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM.IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD N G7 N 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILSI (n 41 DOOR SKIN MIN.0.086"THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC L48 LATCH&HINGESTILE EDGE CELLULAR PVC LATCH AND HINGE STILE SUPPORT WOOD z BOTTOM RAIL CELLULAR PVCPOLYURETHANE FOAM BY NAN YA POLYURETHANE w z STILE REINFORCEMENT STEELREINFORCEMENT RETAINING SCREW NYLON 4.68" o zZ. DAm-02/16/12 i scue N.T.S. ° Mr.er: JK m' aCHK.BY: LFS 3 s" �,1 pV>SW1NG BUMP THRESHOLD GRAWNG NE. � �J FL-15213.19 a a c SHEET 7 OF 0