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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 1 I d� r in i pit BCIS Home Log In User Registration Hot Topics Submit surcharge Slats B Fads Publications FBC Star acts Site Map Unks search I6Gll Product Approval i USER: Public User > Product or Aooliwtlon_Search > Application Us[ > Application Detail FL # Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email' Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence r- Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 mnoconnell@plastproinc.com Ron O'Connell mnoconnell@plastprofnc.com Exterior Doors Swinging Exterior Door Assemblies SCANNSO ZAQL Luc13Y County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Lyndon F. Schmidt PE-43409 National Accreditation and Management Institute 12/31/2012 Ryan J. King, P.E. r Validation Checklist - Hardcopy Received FL7241 RI COSERT OF_INDEPCNDENC"cf Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code year 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs8D3 Wu1N38c3... 7/7/2010 'Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1, Option D 10/03/2008 10/06/2008 10/19/2008 12/10/2008 Summary of Products FL # Model, Number or Name Description 7241.1 a. Dlstinctlon Series Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Door - X - Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7291 R1 II IN$T 7241 l.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7241.1 for Design Pressure Ratings, FL7241_RS_AE_E_quly FL 7241-G26,pdf any additional use limitations, Installation Instructions FL7241 Lit AE EVAL 7241,pdf and product particulars. Created by Independent Third Party: Yes 7241.2 b. Distinction Series Up to a 60 x 6'8 Opaque "Impact" Fiberglass Double Door - XX - Inswing or Outswing ! Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7241R1 II_INST 7241 2 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports '.. Other: See INST 7241.2 for Design Pressure Ratings, FL7241_RS_AE_Equiv FL 7241-G26 odf any additional use limitations, Installation instructions FL72_4_1_Rl_AE_EVAL 7241.2.pdf and product particulars. Created by Independent Third Party: Yes 7241.3 c. Distinction Series Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door - X - Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7241 RS II_INST 7241 3_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7241.3 for Design Pressure Ratings, FL7241 RS AE EgLwh FL 7241,026 odf any additional use limitations, installation Instructions FL7241 RS AE_EVAL 72413_pdf and product particulars. Created by Independent Third Party: Yes 7241.4 d. Distinction Series Up to a 5'0 x 8-0 Opaque "Impact" Fiberglass Double Door - XX - Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL7241 RS_II_IR$T 7241_.4_.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 7241.4 for Design Pressure Ratings, FL7241 Rl AE_E_quly FL 7241_G26.W any additional use limitations, Installation instructions FL7241_Rl AE EVAL 7241,4.pdf and product particulars. Created by Independent Third Party: Yes eac4 Nex[ Department of Community AHalrs Florida Building Code Online Codes and5tandards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 ® 2000-2D10 The State of Florida. All rights reserved. 8rl patement I Gppy1 bt-5-t m n l I EWVn 5o3wars I SpStamerS9Lv1c2_survev I r9atact ua product Approval Accepts: 0 WR dTeo M imumn http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs8D3 Wu1N38c3... 7/7/2010 NAN YA PLASTICS CORP. n s PLASTPRO INC. 37 RAivEM [H FRAME W DM 9PEACHTREE HILL m 5 0 0 LIVINGSTON, NEWJERSEY Y 07039 M n DISTINCTION SERIES „.: E OPAQUE FIBERGLASS DOOR INSWING / OUTSWING so "IMPACT' � � pJ 3 b' c G GENERAL NOTES z o C y i. This product has been evaluated and is in compliance with the 2007 Honda Building Code (FeC) UO structural requirements including the "High Velocity Hurricane Zone (FIVHZ). a f E3 o 0 2Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base < mot renal shall be beyond wall dressing or stucco. rc Gam . pw rc NK QU 3. When used in the 'HVHT'this product complies with section 1626 of the Florida Building code and does O p <Sw N W w not require an impact resistant covering. I3 4. When used in areas outside of the'HVFiZ"requiring wind borne debris protection this product complies o. wih Section 1609.1.2 of the 2D07 FBI and does not require an impact resistant covering. this product u meek missile level "D" and includes Wind Zone 4 as defined in ASTM El 996. 00 5. Forstud framing construction, anchoring of the >< se units shall be the same as that shown for 2buck masonry construction. , 6. Site conditions that deviate from the details of this droving require further engineering analysis by a licensed engineer or registered architect. m 0 7. Ouhvnng configurations meet wafer infiltration requirements far'HVHT'. rn 8. Inswing configurations do not meet the water infiltration requirements for the "HYHZ°.Inswing unite shall D: be installed only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. a m 0 0 Z u Dve 09 04 08 i WIND D o c Irv: RR w er LFS 3 D.. xo. d FL-7241.E o v - -- - sx¢r 9- IX 7 m TA9IE OFCONIFMS SNEET4 DESCRIFfiON 1 Typical elevation. tlesign pressures. & 9eneml notes 2 DOIX panel tletals 3 Horizontal own sections 4 Verticalaass sections 5 Buck antl forme anchoring-2X buck mrsonry construction b Frame anchoring-1X buck masonry construction 7 &tl of materials&componenh _' MAX -: DESZGry,PRESSU$E (FSF} SWTNG F/tAfi1F - - ,61MENS16N FOSFfIVE,NEGA7JIJE,' 37.SD" INSWING x 82.00" 37.50" olTrswlNG x 80.50" nqw-vdje wmatoaersWml IUM llGD\pftM6\PFIN6 RI\FL7241 R1\FL-7191.1-.4.d,9, Mvael 79.25' MA%. DOOR PANEL HEIGI I I ---� N N N P TillOt.l 0 0 �� -_1 0 1.59" �{ n ® _ m �2 t,N' NN n n2 m r F-1.57, a 0_ m X O IA IQ N {� H n r" � � m 5 � 159" --I Q ^o ei I 11 Z 3. 1 T 32 1 m n 0.075" m raT-.029' ^os==o ;n _i. ` mO A C Z P O \ N N m O o 2vv ee g p PRODUCT: povumeme Pnvvr.a ey: Ips p NAN YA PLSRCS CORP. Bulwlna CCNSULTAn wc. IN m PIASTPRO INC. JL�P.o. ee. s3B velnoe tt. aa3z3 1H 2 p FIBERGLASS DOOR Phce. Ma.i Bu.eszefeT PART OR ASSEMBLY: Elonaa eeom of Pmfe..1-1 cealneem Cerafieola Of Aum-r',m, No. P", m NO DATE By ODOR PANEL DETAILS REVISIONS lyeme F. Schmidt P.c No. 43409 W zvve R.W. Bmiema CGrvBYvsrvTO Irvc. 1-1 (4'MIN. 1 2 EMB. IIYP.) Y 4 4 } g e 4m 4 23 12 4 7 O u ❑0 . , Z 90 oe o 16 6 1 ym'ic m� 18 INTERIOR 5 3 � $ 17 3 z ° e 00 O K U p W N y EXTERIOR Z 13 H zr �Q`5> 2 ° 0- a�w d D 21 r2 gga4� ti I-i/4'MIN.HORIZONTAL CROSSSECTION + EMB. 11vP.) 3 4 3 Shawn w/IX subDucksobstifufing 1 1-1/CMIN. o of conuefe screws for woo,, screwper 1 EMB. (TYP.) a I 4 4 Section 1714.5.4.2 of the F5C. f 3 O 6 4 3 6 ! m S T 00 _ �ITYPI )K C--SINK ° O )P'P.) o E0 � �1 // / 23 72 23 72 I/ fI// i z ( � INTERIOR INTERIOR 5 � e, 02 I r 0 p z 02 - 0 o i 5 h1 EXTERIOR 13 24 1 UM 09104108 g V 27 EXTERIOR 2 24 5 + Me N.T.S. ws ea RR HORIZOMAL CROSS SECTION 21 ax. ec LFS # 3 OUMving shown - iruwing ` 22 / HORIZONTAL CROSS SECTION 1 also aPProve,, al�salsa ngrrv�eEn-inswing FL-7241.1 a PP 1'MIN. FROM 1"MIN. FROM MASONRY EDGE MASONRY EDGE ITYP.1 me 1 VERTICAL CROSS SECTION 4 Oulsving shown -rowing also approved VERTICAL CROSS SECTION 4 Oulswng configaction See general not es, sheet for'HVHP walerinfilhalion requirements e Nm 2-1/7'MIN. FROM 2-1 /2"MIN, FROM -m �'•' --MASONRY EDGE MASONRY EDGE ITYP.1 RYP.IZZ Y- o gpooa gmaamo q Prrrmrxa �� 16 23 '^ G 6 - H?o y EXTERIORV INTERIOR o nF u, i c�i ra � �1 VERTICAL CROSS SECTION i o 4 Shownw/1 X subauck substituting concrete screws for wood screws per z Section 171d.5 4.2 of the FBC n EXTERIOR r v \ VERTICAL CROSS SECTION q bsvnng confrgurallon See general notes, sheet I for vl-lr'waterinnhalion requirements INTERIOR FL-7241.1 T"P. HEAD —t � _ • 1 �J & JAMBS a /^� lTYP. HEAD tl SEE NOTE B JAMBS MASONRY J — MASONRY OPENING p I OPENING — IE FRAM2X BUCK y oLz o 2XBU SUCKANCHORING STRIKE JAMB eFRAMEANCHORING Masonry 2X buck construction NOTES: 1. I/4" Elco concrete screws anchoring 2x buck require 0 minimum 1- clearance to masonry edges, a 1-1/4"minimum embedment and a minimum 4' clearance to adjacent concrete screws. Substitution of equal concrete screws from o different supplier may have different edge distance and center distance requvemen/s. Concrete screw locations at the comers may be adjusietl to maintain Me minimum edge distance to mOrtajointi. If conaete spew locations noted as 'MAX. ONCENTER"must be adjusted to maintain the minimum edge rJr tlnce fo mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. LATCH 8 DEADSOLTDETAIL HINGEJAMB HINGE DETAIL h 09 04 OB _ M N.T.S. S RR m' en IFS 3 mx xm ¢ FL-7241.1 0 v 6� J TYP. HEAD 8 JAMBS SEE NOTE I MASONRY r OPENING f RAME BUCK F STRIKEJAMB FRAMEANCHORING Mesom IX bvck cOWNcrion �U �O HINGE JAMB SEE NOTE I HINGE DETAIL MICH It DEADBOLTDETAIL NOTES: 1. 1 4"TTW / concrete screws an choring thorn frame an d/or or sill require 9 / e a minimum 2-1 2"cf q / earancetomasonryedges,t Iceaminimum embedment and aminimum rete screw locations at concrete screws. Substitution of equal concrete screws from a different suppliermay have different edge distance and center durance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" most be adjusted to maintain the minimum edge distance to morlarjoinfs, additional concrete screws may be required to ensure the moxfmum on center dimension is not exceeded. 2. 3/16"ITW concrete screws anchoring frame and/orsll require a minimum 2-5/8"clearance to masonry edges. a 1-1/4"minimum embedment and o minimum 2-1/4"clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. FL-7241.1 r- R — 7 R W R W Building Consultants, Inc. BConsulting and Engineering Sendces for the Building Industry C P.O. Box 330 Valrico, FL.33595 Phone 813.6599197 Facsimile 813.754,9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No. FL7241-G26 Date: October 1, 2008 Evaluation of Equivalence of ASTM G26-95 to ASTM G155-04 ASTM G26-95 "A" Exposure Conditions as Reported In Test Report ) TC-05-255-16776.0 Filter: Daylight Power: 0.35 W/m2.nm Irradiance: 340 tun Exposure cycle: 102 Min. light @ 63°C 18 Min. water spray & light Exposure time: 4,500 hours ASTM G155-04 Cycle i Exposure Conditions (Referenced in the 2007 FBC) Filter: Daylight Power: 035 W/m'--nm irradiance: 340 run Exposure cycle: 102 Min. light @ 63'C 18 Min. water spray & light Exposure time: 4,500 hours Accordingly, the exposure conditions of ASTM G26-95 as reported in test report ETC-05-255-16776.0 are equal to the exposure conditions of ASTM G155-04 referenced in the 2007 FBC and therefore meet the intent of the code. In addition, ASTM D2565 requires the calculation of the retention of the characteristic property (tensile strength) in accordance with ASTM D5870. Test report ETC-05-255-16776.0 does not explicitly report the property retention index (PRI) but does report the individual specimen data to allow calculation of the PRI . The calculated tensile strength PRI meets the d-/- 10% variance requirement. Lyndon F. Schmidt, P.E. PE # 43409 R:\A. Projects\Project Folders\Proi 1001.1100\pf1006\PF1006 RREQ426-0155-04.doc R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report ReportNo.: FL7241.1 Rl Date: October 2, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Distinction Series Opaque Fiberglass Door Inswing / Outswing "Impact" Manufacturer: Nan Ya Plastics Corporation Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone:800-779-0561 Facsimile:973-758-4001 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Nan Ya Plastics Corporation, Plastpro Inc. based on Rule Chapter No. 9B- 72,070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. 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. This product has been evaluated for use in locations adhering to [he Florida Building Code (2007 Edition). See Drawing No. FL-7241.1 prepared by R W Building Consultants, Lrc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. PE # 43409 October 2, 2008 R:\A-Projects\ProjectFolders\Prcj 1001-1100\pf1000PF1006RI\FL-7241 RI\7241.1 Rl.doc Sheet 1 of Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). I 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 borne debris protection this product complies with Section 1609. L2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996. 5. For 2x stud training 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "FIVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. '9. See drawing FL-7241.1 for size and design pressure limitations. V� Lyndon F. Schmidt, P.E. PE 443409 October2, 2008 R:N.4-ProlcctslProlectFoldersrTroj 1001-1100\pfI006TFI006ItINFL-7241 RIM41.1 RLdoc Shed 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-7241.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed I . Testing per TAS 201-94, TAS 202-94 and TAS 203-94 as performed by Certified Testing Laboratories, and reported in test report number CTLA 924W, signed and sealed by Ramesh Patel, P.E. 2. Testing per TAS 201-94, TAS 202-94 and TAS 203-94 as performed by Certified Testing Laboratories, and reported in test report number CTLA 924W-1, signed and sealed by Ramesh Patel, P.E. 3. Testing per ASTM G26-95, ASTM D2843-99, ASTM D635-98. ASTM D1929-96(2001) and ASTM D638-03 as performed by ETC Laboratories and reported in test report number ETC-05- 255-16776.1, signed and sealed by Joseph L. Doldan, P.E. ASTM G155-04 is referenced in the Florida Building Code; ASTM G26-95 Method A is equivalent io ASTM G155-04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241-G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565-00; the test conditions as reported in ETC-05-255- 16776.1 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565-00 as attested to in evaluation report FL7241-G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. C Calculations Product Anchoring is the more conservative between manufacturer's published recommendations as substantiated by tested specimens reported in test report numbers CTLA 924W and CTLA 924W-I or anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Nan Ya Plastics Corporation, Plnstpro Inc is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. PE # 43409 October 2, 2008 R:\A - Projects\Prgjeel FoIdersTrgj 1001-1100\pr1006\PF1006 RI\FL-7241 RI\7241.1 RLdoc Sheet 3 or 3