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FL# Type Manufacturer
FL15187- Revision Plastpro Inc. / Nanya Plastics Corp.
Rl FL#: FL15187.1
History Model: a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series
Fiberglass Door
Description: 6'8 "Impact" Opaque Fiberglass Single Door- Inswing/Outswing (:
Configuration)
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-18i
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibil.
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electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,plez
to Section 455.275(1), Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must pr
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you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr app_lst.aspx 12/14/2015
RW R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,Ft.33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report Report Vo.: FL-1 i18 1
Date: April-78, 2015
Product Sub Category Manufacturer Product Name
Category
Plastpro,inc. Smooth/Woodgrain/White Woodgrain
Exterior Swinging 5200 West Century Blvd. RusticlMahogany
Doom Exterior Door Los Angeles,CA 90045 Series Fiberglass Door
Assemblies InswinglOutswing-"Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and 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 excludes 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-15187.1 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-15187.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Sinned
TEL 2004409-24-028 ASTM E 33002 8 E 1886/1996-02 Testing Evaluation Laboratories,Inc. Wendell W.Haney,P.E.
ETC 10209-24588.0 ASTM E 330-02 b E 1886/1996-02 ETC Laboratories Mark Sennett
2. Drawina No. Prepared by Sinned&Sealed by
No.FL-15187.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Staned&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
4/28/2015
Sheet 1 of 1
11-1Mplastpro 0"MAX.OVERALL
FRAME WIDTH
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GENERAL NOTES 0 C,'d
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1. This product has been evaluated and is in compliance with the 5th Edition)2014) M �;
Florida Building Code(FBC)structural requirements excluding the"High Velocity
Hurricane Zone"(HVHZ), I a a
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 bome 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"Wand excludes Wind Zone 4 as defined in ASTM E 1996 N
and Section 1609.1.2.2 of the FBC. V)
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4. For 2x stud framing construction,anchoring of these units shall be the some as that
shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further k
engineering analysis by a licensed engineer or registered architect.
Z) z
MAX. DESIGN PRESSURE(PSF) w i
TABU OF CONMNn SWING FRAME ^1 �
DIMENSION POSITIVE `NEGATIVE v
SHEEi# DESCRIPTION "
i Typical elevation,design pressures,8 general notes 37.50" - Z o=°
2 Door panel details INSWING x +65.0 -65.0 DAw--02108112 1 OZ
3 Horizontal cross sections
82.00"
N.T.S. °
4 Vertical cross sections 37.50" owc Br: JK m
5 Buck and frame anchoring OUTSWING x +65.0 -65.0 Cw-By. LFS 3
6 Bill of materials S components 81.13" opo NO,, rc
F7.-15187.1 "
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WIIDTH o o
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13 13
FOAM CORE �I
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E 3 outswing shown-inswing 2 HORIZONTAL CROSS SECTION
also approved 3 Outswing shown-inswing FL-15187.1 "
also approved BEET OF N
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No.43409
FPRODUCT- Douomsnt.PreDonta etr 31%QEOF
rte- Lyndon F. Schmidt "// ••`•.;t[p1p1;•:• `�`
N PlASCPRO INC, P.E. No. 43409
to z pp Fl S !!lrrlrttt``��
PART OR ASSEMBLY: GD�j�{j BVILDII� CONSULTANTS, �NC.
1 f 27 15 UPDATE TO 5TH ED. 2014 FBC JK VERTICAL CROS$ SECTIONS �j�` P.O. Box 230. VaiHoo. FL 33895
to NO ATE BY Phonon No.: 813.859.9197
REWSIONS FSPE CA No. 9813
02012 R.W.BUILDING C....L—TB INC.
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BUCK ANCHORING STRIKE JAMB FRAMEANCHORING HINGEJAMB g
Masonry construction fi
d CONCRETE ANCHOR NOTES:
1.Concrete anchor IocaBons of the corners may be adjusted to mointafi the min.
edge distance to mortar joint. 1 X BUCK H
2.Concrete anchor locatkxu noted as MAX.ON CENTER"must be adjusted to Q ?
maintain the min.edge distance to mortar joint,addiffonat concrete anchors 2X BUCK
may be required to ensure the'MAX ON CENTER"dimenstom are not exceeded. H 1 X BUCK 1 X BUCK N Q N a F
3.Concrete anchor table:
ANCHOR ANCHOR MIN.. MIN.CLEARANCE MIN.CLEARANCE 2X BUCK L 2X BUCK " 2X BUCK L t o a
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT Z 0
EDGE ANCHOR 1X BUCK M �� —02108112 i
ITN 3/16" 1-1/4" 3' 1-1/2" 27 D M sQgL- N.T.S. 9
TAPCON° '
ITW 0wa sr JK m
TAPCONo 1/4" 1-1/4" 7 E" HINGE DETAIL 1 cm or. LFS ;
WOOD SCREW INSTALLATION NOTES: 0 ^re0
1.Maintain o minimum 5/8"edge df tance,i"end distance,&I"a.c.spacing of LATCH&DEADBOLT DETAIL FL-15187,1
g g HINGE DETAIL 2
wood scrowpliMtng at woad. 0
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