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Product Approval
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Product Approvai Menu>Product or AnDlication Search>Application Lit>Application Dean
y{{ FL# FL17347-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc.J Nanya Plastics Corp.
Address/Phone/Ercall 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 i8
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
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 12/31/2021
Validated By Ryan I King,P.E.
y Validation Cheddist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Independence,p
Referenced Standard and Year(of Standard) a Year
1o1/I.S.2/NAFS 2002
AAMA/WDMAICSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
"Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,0X0)Outswing/Inswing
Configurations up to Nominal 68 In Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 1I (b)Inst 17347-1.3.0
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 17347,13 for any additional use 1`1_173W 7 R2R2 AE (bEval 17347.13.pdf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.14 n.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without
Sideiites(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 R2 11 (c)Inst 17347.14.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 17347.14 for any additional use Ft 1737 R2 AE (!b)Eval 17347 14 odf
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
Sideiites(X,OX or X0,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 1I (_b)Inst 17347.15.adf
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 R2 AE (b)Eval_17347.15.adf
llmtaticQs,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.16 p.Fiberglass Door "impact"F&gglass Opaque Door-Double with or without
Mentes i tear OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 In Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 11 (b)Inst 17347.16.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 17347.16 for any additional use FL17347 R2 AE (b)Fvai 17347 16 odf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
I
17347.17 q.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Nominal 14"Sidelite(s)(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 11211 (b)Inst 17347 17 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 Evaluatinn Roporbe
Other:See INST 173d7A7 for any adattional use FL17347 R2 AE (b)Eva[17347.17.0
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.18 c Fiberglass Door "impact"Fiberglass Opaque Double Door with or without
Nominal 14"SldeliteS()X or OXXO)Out59wing/inswing
Conflourationo up to Nominal o!e in!!eight
Limits 4f llse Installation Instructions
Approved for use in HVHZ:No Fe27347 R2 II (b)inst Schmidt,
8.Ddf
09
Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,ParP.tty:
Yes
impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.18 for any additional use Ft347 R2 AE (b)Eval 17347 18 odf
II limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
contact Us::76Q1 91air *ane Road Tatiahae Fl�3?2 Phoney 85Q-487-1824
cr„ n�md$taLement
The state of Florida is an ANEW employer.Qlbtdoht 2001�Q13 hof Fbrida.::Frivad 5tateenent::° ibulri ement::
nse to a
do not send
Underato a tity email
Inateaaddresses ntact the offlCe W phonam public records.If edo not want orby traditional maiour l-Ir you have any questions.ll address released in please contact 850.487.1395.•pursuant to Section
nye
455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addrass if they have
one.The emalls provided may be used for official communication wilt the ficensee.However email addresses are public record.)f you do not wish to supply a
personal address,please provide ft Department with an email address why plea-
click
available to the public To dctetmtne if you are a licensee under Chapter
R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Ccninoate of Authorization No.9813
I Rep' 'art RJpon No.:
i25,201-7
Product Sub Category Manufacturer Product Name
Category
Swinging Plastpro Inc. Opaque.Fiberglass doors
Exterior Exterior Door 5200 W.Century Blvd. Doubles
Doors Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing t 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 6th Edition(2017)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 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 E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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-17347.16 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.16 for size and design pressure limitations.
Supporting Documents:
1. Test Report No, Test Standard Testing Laboratory Signed by
TEL 01390410 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390454 ASTM E330-02,E:331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391140 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05 Saflex°PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.16 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 ��4llGAQ�9es8
Management
st certifying
gamanufacturing is
withina quality assurance program that complies with ISOiC17020 and
Guide 53.
Pio Q'
:sa
:-
STATE CIF M ��
C�"�4a LyndonF.Sc mid434os
9/2512017
Sheet 1 of 1
plastpro
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5200 W. CENTURY BLVD. ' -z °"
LOS ANGELES, CA 90045 r5`1y • •' g��
I485"MAX.OVERALL FRAME WIDTH �r�I It tts�1►���`� o 002
s< { 74"MAX.FRAME WIDTH 372VMAX u 6
OPAQUE FIBERGLASS DOORS IFRAMEVJIDTH Q E.
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INSWING j OUTSWINGI Ion
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GENERAL NOTES g • Uo o`'
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1. This product has been evaluated and is in compliance with the 6th Edition(2017) A X 2
s Florida Building Code(FBC)structural requirements excluding the"High Velocity
o HurricaneZone"(HVHZ). am
c �
2. Product anchors shall be as listed and spaced as shown on details.Anchor a "
embedment to base material shall be beyond wall dressing or stucco.
a
a a
3. When used in areas requiring wind borne debris protection this product compiles
e 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 Ione 4 as
y defined in ASTM E1996 and FBC Sections 1609.1.2&R3012.1.2.
e 4. For 2K stud framing construction,anchoring of these units shall be the some as R N
y
ti that shown for 2x buck masonry construction.
S. Site conditions that deviate from the details of this drawing require further
❑
engineering analysis by a licensed engineer or registered architect.
g TABLE OF CONTENTS
a SHEET# DESCRIPTION XX a
i iyplcai eieva#ions,design pressures&general notes a
a 2 Door panel detaSs ' — A,,—
34 Elevations5 Horizontal&Vertica Cross Sections 2X Buck 6 Honzonto&Vert cal Cross Sections TX Buck►
7 Horizontal&Vertical Cross Sections Direct to mosonryl DESIGN PRE5SttRE DESIGN PRg$SURE DATC
MAX:'
8 YertcatCtossSechans ltvesholds (PSF) (PSF} scut: N.T.S.
CONFIG FRAME
9 Horizontal&Vertical Cross sections(Direct h7 Masonry} INSWING OUTSWWG- nuc.m: JK m'
DIMENSION
s
10 Buck anchoring POS., NEG. POS.:: NEG: CM ey,
FS
9 11 to frame glng delaiis Rome anchoring&hardware detail XX 74.0"x 98.0" +45 0 50 +45.0 45.0 aauvmm +o.:t
12 - .0 - v
# 13 BIH of materials and corn onen#s OXXO i48.5'x 980' FL-17347.16
a
6 s+rza 1 or 13
a
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T Lw PLA$TPRQ INC Lyndon F. Sohn idt
14BERGLASS DOOR P.E. No. 43409
N '-' �rrrtT11y1+�
UPOA TO 6TN E0. (2017 F21C JX PART OR ASSEMMY. BUILDING CONSULTANTS, INC.
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41 NO DATE BY PANEL DETAILS Phone No.: o. 9819.9197
REV! 10NS FE1PE: CA No. 9813
0 2014 R.W.EIUILOINO CONSULTANTS INC.
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i tai RBERGLASS DOOR P.E. Na. 43404 ij7•'�ayfONA�IG``��
2 7/27/17 UPDATE TO&TTf @.(24t7)f8C JK PART OR ASSEMBLY: �/r�f�fr BUILDING CONSULTANTS. INC.
to t t4 i5 UPDATE TO STN W 20th)f8C JK SID e/L Y4 r'•o. Box 270, Valeco. FL 33595
{�+ rn s NO OATE PANELD DETAILS Phone No.: 813.659.9197
EViSIONS POPE C.A. No. 9813
U 2t]t<R.Yf.HUrtalNa CCNBUtTAttTO INC. -
R\UicnislRaStprA Inc P'WANENTW-Scrift Pwdoa Appw,-ahNFL-1734)FlUrg"Daar-3mpact-nonimpact\C-OmwinnWL-173476TH ED 12027AFL-17347.25-Ifidw34 4A
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PRODUCT: Documanb Prepnrad ll,'�I
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FIBERGLASS DOOR P.E. No. 43409
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_772- 17 UPOATE TO 6TH EO. 201) FHC JK PART OR ASSEMBLY. /[ BUILDING CONSULTANTS, INC.
a 1e T UPDATE TO 5TH E4. 2414J FESC J% ELEVATIONS d V P.O. Sax 230, Voided, FL 33595
IL" QI NOLATE BY Phone No.: 813.659.9197
REVISIONS FOPS C.A. No. 4613
'T3 za 1<FM.W.Bu1LaING GOMPU4TwM'Ia INE.
ENOTE: �. ... r,
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RVISIONS FBPE C.A. No. 9073
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O FIBERGLASS DOOR P.E. No. 43409 I,`7, .�`�\
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I� a X in NO D74/15 UPDATE TO 5TH EO. (20 4)f8C JJATE Y VERTICAL CROSS j/f/ P.O. Bo+l 230.Valrico. FL 33598 ,
RNISIONs SECTIONS (THRESHOLDS) Phone No.: 813.659.9197
FBPE CA_ No. 9813
fl 2016 R.W.Yu�LO.NO CONOYITANT9 INC.
1.25' MAX. MAX. e T MAX =( * t t _Z n n
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Double Door Only(N/A w/Sidefiites) Ouhvhng onlyw/6-91W jamb Outswing only w/6.9/16 jamb v�
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PRODUCT: 0—menta Prepa ed By::,,
PLASTPRO INC Lyndon F. Schmidt �i •• D.'•'•'(sj``�`
FIBERGLASS DOOR P.E. No. "40,o9 •N �``��
o A y to 2 7 27 17 UPDATE 70 6TH ED. (2017)F9C JJIK
PART OR ASSE1d8lY: BUILDING CONSULTANTS. INC.
jq\ 1 14 15 UPDATE 70 5TH E0. 2014)FgC ��P,O. Box 230, VairiCo, Fl 33595
-N NO DATE BUCK ANCHORING Phono No.: 813.859.9197 -
REVISIONS FBPE CA No. 9813
0 2014 R.W.OUILGIN.CGN,u1.T.—.IN[:.
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STRUCTURAL STRUCTURAL 112'GIASSBBE c
SILICONE 518"GLASS BITE SEALANT BUTYLHOT SILICONE 1-T!#'OVERALL GLASS THK. °
I"OVERALL GLASS THK, (ADCO) is e
10R IIB"ANNEALED GLASS EXTERIOR }'..; I/B'ANNEALEDGEASS �
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BILL OF MATERIALS 436•
`�A ��'
(TEM I DESCRIPTION MATERIAL ���•. m
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4.56" �.'� c 1Z
A I BUCK(G>=0.42) WOOD
B 2X BUCK(G>=0.42) WOOD I,� —_��
C 1/4"MAX.SHIM SPACE
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL II = c
Imo-2.44" -2.13" c i�Y•.. �`�q`nn
MASONRY-3,000 PSI MIN:CONCRETE CONFORMING TO ACI ADA 1HRESHOLD .�� `� In m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE POCYFIBERJAMB DTP '��ZZ/TILT*Illi�L o n CO z
F 1/4"X 3-3/4"PRi ELCO OR ITW CONCRETE SCREW STEEL �—
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G 3/16"x3.1/47PFH ITW CONCRETE SCREW STEEL a°
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1 IM X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L7
J #10 X 7'PFH WOOD SCREW STEEL b 1q v N P �`n °L m
n a mann
" L #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL _._, a a 4.
M 3/16'X 2-1/4"ITW CONCRETE SCREW - STEEL 1z
N 3116'X 2-3/4"ITW CONCRETESCREW STEEL
P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 456' ��� I^ 4.56'
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POLY FIBER JAMB COMP. INSWING 1HRESHOID 22 OUTSMNG THRESHOLD
c 1
2 6 DOOR SWEEP FVC 20 Endura IZ•SeriesJ Endura(Z SmbsJ
7 WEATHERSTRIP(ENDURA FORCES) FOAM r--21'•--� -- SIDELRE o
8 WEATHERSTRIP(Q-LON) FOAM SIDELIiE ADAPTER ?$ '
9 09 x 3/4"PFH WOOD SCREW STEEL ADAPTER o z
11 4"X4"HINGE STEEL o —+ a mg
12 LATCH STRIKE PLATE STEEL —�
m 13 DEADBOLT STRIKE PLATE STEEL I — (�
E20 INSWING THRESHOLD ALUM/COMP 1 .��1
H 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP a
4 456, —t �I
22 OUTSWING THRESHOLD ALUM/COMP a
C 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP 21 INSWING THRESHOLD w SIDE IEADA"ER 23 OUISWING THRESHOLD w SIDELITE ADAPTER }
3 24 ADA THRESHOLD ALUM Endura IL-Sedesl Endura QSeriesl on
E 25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD
12
27 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/WOOD 4.57"
33 ASTRAGAL(DLP OR ENDURA) ALUM o
40 DOOR PANEL ry N z
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50 SIDELITE PANEL Ei
2rRNG THRESHOLD $6 INSWING THRESHOLD 22
CONCRETE ANCHOR NOTES: OLP DiP
1.Concrete anchor locations of the comes may be adjusted to malnfoln the min.
mkam�
edge distance to morforMnts. —1.75 °
2.Concrete anchor focalions nofad as MAX.ON CENTER"musf be odJusted fo 1.75"-+•{
maintain the mn.edge dafancofomorfarJolnts,additional corscrofoanchors
$ may be requ6ed to ensure the'MAX ON CENIER'dimenslon aro not azceadad. F15
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3,Concrete anchor table: MIN.CLEARANCE 'MIN.CLEARANCE ^o o z
ANCHOR 'ANCHOR ':MIN. TO MASONRY i TO.ADIACENT SURE 80 TBOLT "' Z u°
/5116 0 LTYPE , SIZE ,EMBEDMEM: EDGE" ANCHO$ cl (T THROW @ (7THROW0 DATE:10 08 14 jDW 6UILDEX 3/16" 1.1/4" 3' EACHEND) EACH END) ) scuc: N.T.S.
1HCON9 1!4" 1-1l4' T 4" BOLT RETAINER T—�y Me.In: JK m'
5 a 114' 1-114' 1' 4' CONCEALED 4.57' —r� Cm.Of, LFS 9
u ULTRACON STIFFENER N
WOOD SCRE•WINSTALLATION NOTES: ASTRAGAL ENDURA ASTRAGAL °`uYAA°"o'`
33 �— INSWING THRESHOLDw SiDELREADAPTER FL-17347.1E
I.Maintain a n*gmum 5/B"edge dislonce.lend dsfonco.a l"o.c.spacing of DLP Ultlmafo Hunicane Z7 a
y wood screws to prevent the splitting of wood. DLP Sim�•or 13 N
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