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<br />k j R W Building i onsc)..ltants; hic.
<br />Consulting and Engineering Services for the Building lodustry
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<br />Ste. P li 'Box, 230 Vah`ico, FL 33595 Phone ,13.639.9197
<br />rlorii!LBowd of"rorco,ionnl Engineers Cerlificate ufA11h,nation No. 9813
<br />Product
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Narne
<br />Exterior
<br />Doors
<br />swinging
<br />Exterior Door
<br />Assemblies
<br />Plastproi Inc.
<br />5200 West Century Blvd.
<br />Los An
<br />Angeles, CA 90045
<br />9
<br />Smooth I Wood Grain 1 White Wood Grain
<br />Rustic Mahogany
<br />Series O Fiber 9 lass Door
<br />Insvving70utswing - "Non -impact"
<br />.Scope: this is a Rroduct Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E: (System ID #
<br />1998) for Plastpro, Inc. based on Rule Chapter No. 91\1-3, Method 'I f_1 of the State of Florida Product Approval, Department
<br />of Business & Professional Reuulation.
<br />RVV Building Consultants and Lyndon F. Schmidt, P;E. do not have nor ✓*ill ac;quire financial interest in [fie company
<br />manufacturing or distributing the produot or in any Tither entity involved in the approval process of the product named heieln.
<br />Carrrftations:
<br />1. This product has been evaluated and is in compliance with the 2010 Florida Euildi110 Cocle structural requirements excluding the "High
<br />Velocity Hurricane Zone".
<br />2. Product anchors shall be as listed and spaced as shown of details. Anchor embed rnent to base material shall be beyond wall dressing
<br />or stucco. -
<br />3. When used ill areas requiring wind borne debris protection this product is,required 4o be protected with arc impact resistant covering that
<br />colrlplies with Section 1609.1:2 of the 2010 Florida Building Coda
<br />4. For 2x stud rrsaining ccn Sb_L1CtiOtl, anchoring of these units shall be the settle as that shown for 2x hock masonry construction.
<br />5. Site conditions that deviate from the details of draeving FL-15221.1 requiie fullher engineering analysis by a licensed engineer of -
<br />registered architect
<br />6. See drawing FL_-15221. i for size and design pressure limitations.
<br />Supporting Documents:
<br />1: Test ReLrort Nti, Tc st Standard �esttns, Labora;a Sic necl
<br />ETt -10 209 24641.0 ASTM E330-02 ETC Laboralories Mark Sennett
<br />F1C-08 o0n-21639.0 1AS 202-94 ETC Laboralores Joseph Dolden, P.E.
<br />TEL. f)1390.365 1AS 202-94 Testing, Evaluation Lab.,inc. Lyndon F. Schmidt, P.E.
<br />2. _Drawing No; Pr ased�- _51c1q, I & Sealed
<br />Ho, FL-'t522'1.1 MN Building Consultants, Inc.. (CA #9613) Lyndon F. ScFanidl, F.E.
<br />3. Calculations FS't Uarsd by Side & sealed try
<br />;Anchorinci RW Building Consultants; Inc. (CA:.#RP,13) Lyndon F. Schmictl; P.E.
<br />4 Quality Apsurance
<br />C:ertiticete of Participation issued by National Accreditation and Management Institute, cariifyitig that Plastpro, Inc. is manufacturing
<br />products within, a quelity assurance program that complies with ISOAEC 17020 and Guide 51
<br />Lyndon F. Schmidt, P.E.
<br />FL PE No. 43409
<br />7/91i^r11 9
<br />Pic 1553
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<br />Sfleet I of 1
<br />R W Building Consu.ltan s; Itic.
<br />Consulting and Engineering Services for the 81-1ilding Industry
<br />P.O. Box 230 Valrico, FL 33595 Phone 31; 659.9197
<br />17laridn Boe.rd urPmressimud Engineers Certificate cf Awhoii2ation iJn. 9111 a
<br />Category Suez Category Marrtifacturer Prochict Maine
<br />Swinging
<br />Plastpro, fret- Smooth I Wood Grain I White Wood Grain
<br />Exterior
<br />Exterior Door 5200 West Century Blvd, Rustic ! Rgahogany
<br />.Doors Los Angeles, CA 90045
<br />Assemblies 9 Series Q Fiberglass Door
<br />Inswing/0utswing - "Non-Irripact" n
<br />eoPe: This is a Product Evaluation reaorl issued b R W Building Consultants 11. r Lyndon
<br />Y. � Ic.an1l 1 1 u F.., _ rl l rc . P 9.E. S t ( ysLmlD#
<br />d 99.8) for Plastpro, Inc. based on Rule Chapter No: 9r,•I-3, ivtethod 1 D of the State of Florida Product Approval, Department
<br />Or Business &. Professional Regulation.
<br />RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
<br />liranufacturirag or distributing the product or in any other entity involved in tile approval process of the prodtic:t named herein.
<br />LlrnitaYfrrt.�:
<br />1. 'Phis proc(uct has been evaluated and is in complia
<br />Velocity u nce with the 2_010 Florida EBuildingCode structural requirements excluding the 'High
<br />i i' iri cane zone".
<br />2. Product anchors shall be as listed and spaced as shown oil details. Anchor embedment to base material shall be beyond wall dressing
<br />or stucco.
<br />3. 'When used in areas requiring wind borne debris protection this product is required to be larotecteo with an impact resistant covering that
<br />compties with Section 16091.2 of [tie 20'10 Florida Building Code.
<br />4. For 2x stud framing construction, anchoring of these units shall t'le the same as that shown for 2x buck masonry construction.
<br />5. Site condilions that deviate from tine details of drawing FL-15221.3 require further engineering analysis by a licensed engineer or
<br />registered architect
<br />6. See drawing FL-1522 t.3 for size and design pressure liinita[lons_
<br />Sr3prorilncp lJe)ctidlsen?s:
<br />I Test Report No. Test Standard Testing Lrbolatgr �>�lie
<br />E-rC-10 209-24643.1 ASTNI E330-02 ETC Laboratories 0.4alk Sennett
<br />TEL 0-139o3Ci5 T'AS 202-9-1 Testing Evahiatlon Lab., it,(_ Lyndon F. Schmidt, P.E.
<br />2. Ll>favvirax7 ido_ F,retier'edLb Signed Se Led b
<br />No FL 15221.3 RW Building Consultants, Inc. (CA #981 3 i Lyndon F Schmidt, P.E,
<br />3 Calculationi Prgt!ar�d bb� Sj&I Le _& 3eglled by
<br />Anrhornln RW Building COMn111tantS, hods (CA #19813) Lyndon F. Schmidt. P.E.
<br />4: Quality Assurance _
<br />(;erlificate of Par'lelpatlon issued by1`ra(ion ai Accredtie tiort arld Managertlent lnstitutc., cer'tif ino that Plas 3r) rr 8rl -
<br />Y ._ tf r,lnc.Is r� u(�c(ulincd
<br />products within a quality assurance p'egiain that complies with ISO/iEC 17020 and Guide 53.
<br />Lyndon F. Schmidt, P E.
<br />FL PE N,,2. 113409
<br />_!2 .;
<br />/ 2012
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