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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17347-112
`t
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E3
Product Manufacturer Piastpro 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@rwbldgconsultants.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
c
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
>Q a L.? Evaluation Report-Hardcopy Received
Uj *�
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
f1LU i--- U the Evaluation Report
c::) Florida License PE-43409
JQuality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J.King,P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Indenendence.Ddf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/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 Florida Licensed Professional Engineer or Architect
FL17347 R2 Eauiv (b)Eauivalency Of Standards.Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
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 R2 II (b)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 R2 AE (b)Eval 17347.1.odf
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 R2 II (b)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 R2 AE (b)Eval 17347.2.pdf
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'O in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.3.Rdf
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 R2 AE (b)Eval 17347.3.ydf
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 R2 II (b)Inst 17347.4.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 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
SldelitesoOX 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 R2 II (4)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 R2 AE (b)Eval 17347.5.pdf
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
1e�r�
R ,W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Bos 230 Valrico,FL 33595 Phone 813.659.9197 v
Florida Board of Professional Engineers Certificate of Authorization No.9813
ProductEva4tafionReport
ISeptembet-25,2017
Product
Category Sub Category Manufacturer Product Name
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging 5200 W.Century Blvd. Singles
Doors Exterior Door rY 9
Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing/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-17347.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391141 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.
TEL 013912248 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
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-17347.5 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 ��®�eb�aaeaoape��0e,b
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. de®
y o° No 43=109
Ya
3 : STATE itF
Lyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 md�Ps g s G` ��0 9/25/2017
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plastpro
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5200 W. CENTURY BLVD. Z..a'
LOS ANGELES, CA 90045 ••••......
115'MAX.OVERALL FRAME WIDTH '7r77 /1111111 y�` m z°
37 25 MA7(. 37.5'MAX (�m 9 o z
FRAME WIDTH',rFRAME WIDTH'1R \ 2 •Ern z m o u GLAZED FIBERGLASS DOORS --f- N a of
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1. This product has been evaluated and is in compliance with the 6th Edition)2017) H � orn ti w
Hadda Building Code(FBC)structural requirements excluding the"High Velocity m MS m "
Hurricane Zone"(HVHZ). I Ll 11
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2. Product anchors shall be as fisted and spaced as shown on details.Anchor "�
embedment to base material shall be beyond wall dressing or stucco. SI
4
0 3. When used in areas requiring wind bome debris protection this product complies a a
With FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant m
E covering.This product meets missle level"D"and includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.12.2&R301.2.1.2.1. x o x x o
A
4. For 2x stud framing construction,anchoring of these units shall be the some as ,
that shown for 2x buck masonry construction. H N
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5. Site conditions that deviate from the details of this drawing require further X OX XO W w N
engineering analysis by a licensed engineer or registered architect. 2�j
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TABLE OF CONTENTS !
an MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) 0 0
SHEEP# DESCRIPTION JAMBa a
CONFIGURA710N FRAME INSWING OUTSWING >> c
1 Typical elevations,design pressures&general notes REINFORCEMENT. - -
$ DIMENSION, POSITIVE NEGATIVE POSITIVE NEGATIVE
s 2 Door&Sidelite panel details - -
3 Lite frame glazing details X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 N o F
s 4 Elevations 74.75'x 82.0" N/A +35.0 -40.0 +35.0 -35.0 o
g 5 Horizontal cross sections2
Z 6 Horizontal&Vertical Cross Sections)2X Buck) OX/XO 75.5"x 82.0" 1X +40.0 -45.0 +40.0 -40.0 a'z
Z 7 Horizontal&Vertical Cross Sections)1X Buck) 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0- DATE:10/08 14 =
B Horizontal&Vertical Cross Sections Direct to Mosoruy) 112.0"x82.0" N/A +35.0 -40.0 +35.0 -35.0 -m N.T.S. `_
9 Vertical Cross Sections(Thresholds) M.sr: JK E
10 Horizontal&Vertical Cross Sections)Drcect to Masonry) OXO 113.5'x 82.0" 1 X +40.0 -45.0 +40.0 -40.0
cwc W. LFS 3
a 11 Buck anchoring 115.9'x82.9' 2X +50.0 -50.0 +50.0 -50.0 mux rc r+o.:
12Frame anchoring&hardware details
s FL-17347.5
C
13 Bill of materials and components
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G 3/16"x 3.1/4"PFH RW CONCREiE SCREW STEEL \ o -to 9 m cw
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9 #9 x 3/4"PFH WOOD SCREW STEEL F+ I � 0 0
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12 LATCH STRIKE PLATE STEEL m
13 DEADBOLT STRIKE PLATE STEEL 4S6° o
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21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP ZT INSWING THRESHOLD w SIDELITE I� 4.56"—moi
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a CONCRETEANCHOR NOTES:
1.Concrete anchor locations of the corners may be adiusted to maintain the min. 2.17 i
o edge distance to modarjoints. OUTSWiNG THRESHOLD w SIDELITE ADAPTER
2.Concrete anchor locations noted os MAK ON CENTER"must be adjusted to
L 23
a Endura n-Series) ^w =
maintain the min.edge distance to modarjoints,additional concreto anchors
may be required to ensure the MAK ON CENTER"dtmenslon ore not exceeded. N o h
a 3 Concrete anchor table: i
ANCHOR ANCHOR -MIN MIN CLEA.RANGE MIN,CLEARANCE ��4'S� w'z u
z - TOMASONRY TOADJACENT
TYPE $IZE EMBEDMENT —10/08/14 i
EDGE- a ANCHOR:'•-t
ITW BUILDEX 3/16" 1 1/4 3" 1-1 2" i— SCALE N.T.S. °
a TAPCON° 1/'r 1 1/4° 2" 4° 4.57" DWG.BY: JK
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ELCO o 1/4" 1.1/4" i" 4" ^t CHK BY: LFS 3
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WOOD SCREW INSTALLATION NOTES: 27 D�ING THRESHOLD w SIDELITE ADAPTER 26 IDN�WING THRESHOLD D Uwwc NO.; a
1.Maintain a minimum 5/8'edge distance,)"end distance,S I"o.c.spacing of FL-17347.5
a
wood screws to prevent the splitting of wood. IsHEET 13 OF 13
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