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FL# FL17184-R3
`` DEC 0 6
Application Type Revision 2016
Code Version 2014 PERMITTING
Application Status Approved St. Lucie Countt
/, FL
Comments
Archived ❑
Product Manufacturer Plastpro 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@rwbldgconsuitants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
I
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&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E.
ED Validation Checklist-Hardcopy Received
Certificate of Independence FL171.84 R3 COI Certificate of Indeoendence.Rdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/10/2016
Date Validated 04/18/2016
Date Pending FBC Approval 04/18/2016
Date Approved 06/08/2016
Summary of Products
Go to Page Page 1/3i
FL# Model,Number or Name Description
17184.1 a.Fiberglass Door Up to a 3'0 x 8'0 Glazed"Impact"Fiberglass Single Door(X
Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II Inst 17184.1.1)df
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 17184.1 for any additional use limitations, FL17184 R3 AE EVAL 17184.1.pdf
ation instructions and product particulars. Created by Independent Third Party:Yes
17184.2 b.Fiberglass Door Up to a 3'0 x 8'0 Glazed"Impact"Fiberglass Single Door with
a Sidelite(OX or XO Configurations)Inswing/Outswing
of use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II INST 17184.2.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 17184.2 for any additional use limitations, FL17184 R3 AE EVAL 17184.2.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.3 c.Fiberglass Door Up to a 3'0 x 8'0 Glazed"Impact"Fiberglass Single Door with
Sidelites(OXO Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II INST 17184.3.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 17184.3 for any additional use limitations, FL17184 R3 AE EVAL 17184.3.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.4 d. Fiberglass Door Up to a 6'0 x 8'0 Glazed"Impact"Fiberglass Double Door
(XX Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II INST 17184.4.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 17184.4 for any additional use limitations, FL17184 R3 AE EVAL 17184,4.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.5 e.Fiberglass Door Up to a 6'0 x 8'0 Glazed"Impact"Fiberglass Double Door
with Sidelites(OXXO Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use,in HVHZ:No. FL17184 R3 II INST 17184.5.0f
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 17184.5 for any additional use limitations, FL17184 R3 AE EVAL 17184,5.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes,
17184.6 f.Fiberglass Door Up to 3'0 x 8'0 Glazed"Non-Impact"Fiberglass Single Door
(X Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II Inst 17184.6.pdf
r Tascc�
SRR W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry RECEIVED
W
B C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813 DEC 0 6 2016
PERMITTittm
St. Lucie County, FL
Prodixt Evaluation Report
/ 2015
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Door
Exterior Swinging
Exterior Door 5200 W CENTURY BLVD. with Sidelite
Doors Assemblies LOS ANGELES,CA 90045 Inswing/Outswing
(440)969-9773 1 "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.61020-3, 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(FBC)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 includes 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-17184.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17184.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391120 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E
TEL 01390454 ASTM E1886-05/E1996-06 Testing Evaluation Lab.,Ihc. V.K.Wright
ASTM E330-02
2. Miami-Dade NOA Materials Testing
14-0423.16 Saflex"PVB Interlayers(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17184.2 RW Building Consultants, Inc.(CA#98-13) ea>l, d�a Lyndon F.Schmidt, P.E.
9�% P �rr•"�®
4. Calculations Prepared by ®�°� S -- �,'��'oe Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) A1.e�Lyndon F.Schmidt, P.E.
5. Quality Assurance d ;. Na 43409
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing produels o
within a quality assurance program that complies with ISO/IEC 17020 and'---}3 $.T-}3XYE E OF o' ;a Lyndon F.Schmidt;RE.,1 Y
Guide 53. ocC ,.aoe,,.� ;� moa FL PE No.43409
4/27/2015
Sheet 1 of 1
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1. This product has been evaluated and is in compliance with the 5th V=: w N } G
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2. Product anchors shall be as listed and spaced as shown on details. �
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3. When used in areas requiring wind bome debris protection this product rn t6' m
complies 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 Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of
the FBC. N
4. For 2x stud framing construction,anchoring of these units shall be the0
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same as that shown for 2x buck masonry construction.
1.50" MULLION N
5. Site conditions that deviate from the details of this drawing require further REINFORCEMENT P
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TABLE OF CONTENTS MAX. O.A. GLASS DESIGN PRESSURE (PSF) m
SHEET # DESCRIPTION SWING FRAME o n
a 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES DIMENSION TYPE POSITIVE NEGATIVE DAM 8/25/14 z
2 PANEL DETAILS, COMPONENTS & GLAZING DETAIL 76.25" 'o
3 HORIZONTAL CROSS SECTIONS OUTSWING X +50.0 —50.0 SME.. N.T.S. z
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4 VERTICAL CROSS SECTIONS 96.50" MO.BY: JK m
& 5 VERTICAL CROSS SECTIONS G1 BM BY. LFS 3
76.25" ORAWINC NO.: �
a 6 BUCK & FRAME ANCHORING INSWING X +50.0 —50.0 FL-17184.2 v
7 BILL OF MATERIALS & COMPONENTS 98.00" m
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NO DATE BY & GLAZING DETAIL Phone No.: 813.859.9197
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CONCRETEANCHORNOTES: INSTALLATION o
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a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 23 p
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WOOD SCREW INSTALLATION NOTES: GaaenHG No.: O
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-17184.2 6
wood screws to prevent the splitting of wood. HINGE DETAIL w/2X BUCK STRIKE PLATE DETAIL n
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL n
C 1/4" MAX. SHIM SPACE WOOD io 2.110"�� �Z: °'. —z00
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G 2X MULLION REINFORCEMENT CLEAR PINE) WOOD CDy
0 2.22 7 z Q:O,
H 1/4" X 2-3/4- ELCO OR ITW PFH CONCRETE SCREW STEEL rn W:• y 2 a ea
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J 3/16" X 3-1/4" ITW PFH CONCRETE SCREW STEEL ��i �''•. :li, F.o m m
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L 2X BUCK SG >= 0.55 WOOD DOOR SWEEP INSWING SIDELITE
M 1'X BUCK (SG >= 0.55 WOOD 52 SPACER \ ro $ E01 Sm c w
N 1/4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL �V\ g �' m a a Q.
P 1/4" X 2-1/4" ITW PFH CONCRETE SCREW STEEL 9
S 1/4" X 2-3/4" ITW PFH CONCRETE SCREW STEEL E oz
1 HINGE & LATCH STILE. EDGE COMPOSITE v
2 HINGE & LATCH STILE REINFORCEMENT WOOD ° J°'
3 TOP RAIL COMPOSITE N 4.562' 4.562"�
4 BOTTOM RAIL COMPOSITE
5 LOCK BLOCK WOOD o 0 `3
6 DOOR SKIN 0.069" THK. PLAST PRO NANYA F = 11,063 PSI FIBERGLASS _ u')
7 FOAM CORE POLYURETHANE
11 JAMB FINGER-JOINT-PINE SG = .42 OR BETTER WOOD M m g
11A POLYFIBER JAMB POLYFIBER JAMB a� o�
°x 12 TRIM - 11A POLYFIBER JAMB 11 wm
3 13 WEATHERSTRIP FOAM K m
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N 19 #8 X 2-1/2" PFH WOOD SCREW STEEL g
20 SEALANT SILICONE m a
21 #7 X 2" PFH DRYWALL SCREW STEEL 'm
23 #10 X 3/4" PFH WOOD SCREW STEEL o
25 #10 X 2-1 2" PFH WOOD SCREW STEEL Lo
26 LATCH STRIKE PLATE STEEL o L
27 DEADBOLT STRIKE PLATE STEEL 0.338"-►{
28 4" HINGE STEEL I 4.562" o
29 10 X 3" PFH WOOD SCREW STEEL 0 0
31 ODL LITE FRAME ALUMINUM o
34 #10 X 1-3/4- PFH WOOD SCREW STEEL
2, 35 GLAZING COMPOUND REDI-SEAL BY ODL, POLYMERIC FOAM P MERIC FOAM o
36 STRUCTURAL SILICONE DOW #995 SILICONE
INSWING THRESHOLD � k"
37 SCREW PLUG �_
45 OUTSWING THRESHOLD BY DLP ALUM. WOOD o 4.56"
R 51 INSWING THRESHOLD BY DLP ALUM. WOOD N 2 z
52 DOOR BOTTOM SWEEP VINYL 4.563"
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a 61 INSWING THRESHOLD BY DLP ALUM. WOOD
m 62 INSWING SIDELITE SPACER VINYL Am o o a
a 63 INSWING WEATHERSTRIP VINYL N -Aw- 8125114
65 #6 X 3" PFH WOOD SCREW STEEL SCALE. N.T.S. o
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DRAvm+c NO.: v
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