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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17347-R1
Application Type Revision
Code Version 2014
Application Status Approved
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@rwbidgconsultants.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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 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 12/31/2018
Validated By Ryan J.King,P.E.
221 Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R1 COI Certificate Of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
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 04/16/2015
Date Validated 04/22/2015
Date Pending FBC Approval 04/24/2015
Date Approved 06/23/2015
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 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.1.1)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 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347.1.1)df
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 RI II Inst 17347.2.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 17347.2 for any additional use limitations, FL17347 R1 AE 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 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RI II Inst 17347.3.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 17347.3 for any additional use limitations, FL17347 R1 AE EVAL 17347.3.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347. 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 R1 II 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 R1 AE EVAL 17347.4.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.5 e.Fiberglass Door "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 R1 II 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 R1 AE 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
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
erns -e
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Pi-oduct Evaluation / /
Date: Apfil 1.5, 2015
Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Glazed Fiberglass Doors
Exterior Exterior Door 5200 W.Century Blvd. Doubles
Doors Assemblies Los Angeles,CA wi or w/out Sidelites
Phone 440.969.9773 Inswing./Outswing-"Non-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 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 is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 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-17347.4 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Sinned by
TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390454 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391140 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391119 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
HTML 0339-0820-03 ASTM E330-02 Hurricane Test Laboratory V.J.Abraham
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No. FL-17347.4 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&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. aQn 46�8TM5°Idea/
44
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,,3�"� Lyndo FL PE No.43409
4/16/2015
Sheet 1 of 1
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plastpro = �
4"MAX.OVERALL FRAME WIDTH =_;�
5200 W. CENTURY BLVD. ;�? Z 4;.o q S m
LOS ANGELES, CA 90045 . ��`
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GLAZED FIBERGLASS DOORS � �o X o X c m o a
DOUBLES1.
W/ or w/o SIDELITES °
INSWING/OUTSWING yLFZj
"NON-IMPACT" C3
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GENERAL NOTES 149.5'MAX.OVERALL F WIDTH N w
1. This product has been evaluated and is in compliance with the 5th Edition -- WIDTH — WIOTM 0
(2014)Florida Building ding Code(FBC)structural requirements excluding the FRAMof a
v
"High Velocity Hurricane Zone"(HVHZ). a ON
2. Product anchors shall be as listed and spaced as shown on details. 'm
Anchor embedment to base material shall be beyond wall dressing or T�2
stucco.
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3. When used in areas requiring Wind bome debris protection,this product Is z z o
required to be protected with an impact resistant covering that complies 3 O X X 0 rn
uwith Section 1609.1.2 of the FBC. ��— oo B g
F Ul
4. For 2x stud framing construction,anchoring of these units shall be the o 0
some as that shown for 2x buck masonry construction. 10 a
5. Site conditions that deviate from the details of this drawing require further e
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
a
SHEEN DESCRIP17ON o '°
1 Typical elevations,design pressures&general notes DESIGN PRESSURE DESIGN PRESSURE, z
2 Door&Sldelite panel details MAX F'S PSF °
3 Lite frame glazing detals CONKIG FRAME l w,E 10 8 14 0
4 Elevations QIMENSiON INSWING OUTSWING% scNE N.T.S.
5 Vertical cross sections POS. NEG._' POS. a` NEG..{ M.BY JK m
a 6 1 Horizontal cross sections XX 74.0-x 98.0" +47.0 -47.0 +47.0 -47.0 awc BY. LFS a
e 7 Buck anchoring DRAMND No.: v
8 From anchoring&hardware details OXXO 148.5"x 98.0" +45.0 -50.0 +45.0 -45.0 FL-17347.4 0
9 Bill of materials and components sHEEr i OF 9 n
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MANUFACTURER MODF4° °'•'.` .y o
KNOB: SERIES(400j FIBERGLASS SKIN ,�• N z z
KWIKSET (0.075'MIN.THK.) m
DEADBOLT: SERIES(660) ,•Q � a
SEE DOOR LOCK
HARDWARE TABLE YALE KNOB: CIRRUS 100 C „!ey::•;,(;' o
DEADBOLT: 820 SINGLE CYLINDER ,;,s l•,::}.
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PL4STPR0 SIDELRE PANEL 2 VERTICAL CROSS SECTION DRAMNG NO.: V
50 2 FL-17347.4 6
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6"
24.13"MAX. i
FRAME WIDTH 23.50"MAX.LIGHT
21.13"MAX. FRAME WIDTH smw m �.
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EXTERIOR ALUMINUM SPACER HOT BUTYL SEALANT)ADCO) "
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i Q PRODUCT: Documents Prepared
ig PLASTPRO Lyndon F. Schmidt ���
FIBERGLASS DOORP.E. No. 43409 O A�
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T W y PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC.
IV y 1 4 T4 15 UPDATE TO 57H m. 2014) FBC JK r/V�p.0. Box 230, Valrico, FL 33595
to NO DATE BY ELEVATIONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®2014 R.W.BUILDING CDNSULTnNt8 INC.
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NOTE:
1.Spacing for item J®head&sill:6'from each end,IN m
1 @ centerfine,2 additional at 3'&4.5"from end
INTERIOR EXTERIOR adjacent to door.
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6 Insvang s own Ou swing similar) 6 Inswing shown outswing similar) 4 HORIZONTAL CROSS SECTION mvc B' JK m
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s Q PRODUCT: Document.Pr p—d Eb _
RZgt.Dt • ��`o � � � PLASIPRO Lyndon F. Schmidt �j .�+,. ;:
'iFIBERGLASS DOOR P.E. No. 43409 ��'$/o��
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I� V 10-471-4/15 UPDATE TO 5TH ED. (2014) FBC JK BUCK ANCHORING �/�/ P.O. Boz 230, Voldco, FL 33595
i+
-?4-0. DATE BY Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®2014 R.W.allILDING CCNS 1-NT9 INC.
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ASTRAGAL SCREW LOCATIONS
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ASTRAGAL STRIKE PLATE
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AMAGALROLTDETAIL AMGALBOLTDETAIL DROM Na:
FRAME ANCHORING OutsWing Threshold lr&Mng Threshold LATCH AND DEADBOLTDEFAILS FL-17347.4
SHEET S OF
BILL OF MATERIALS
REM 1 DESCRIPTION MATERIAL 4.56" `Q�:'. •. ��i%
A 2X FRAMING(G>=0.42) WOOD T-- 4.56' n
B 2X BUCK(G>=0.42) WOOD
C 1/4"MAX.SHIM SPACE i -V' * 'Z-- C,
v, ZN;7 z° IVY om
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL I o %�"• �� c m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 2.44"——I 2.13" ADA THRESHOLD i � H o m
E CONCRETE 24 � �'........... 'i
301 F #1002HOLPOW BLOCK HWOOD CRE (CONFORMING TO ASTM, STEEL 1 POLY FIBER JAMB DLP ���IIII*IPI`�`�`�� o c;;
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UN •;
G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL pJ a 0 X Z d
J #10X 2-1/2"PFH WOOD SCREW STEEL C3 C� r o E m z m o
K #10X 2"PFH WOOD SCREW STEEL �1 \ a y o 5-,o L a
M #8 X 7'PH SMS STEEL V a m d a T
1 POLY FIBER JAMB COMP.
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5 2X REINFORCEMENT (G>=0.55) WOOD E Oz
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6 DOOR SWEEP PVC I I I Is.
Fes---4.56"--moi ham--4.56"
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD OUT8WING THRESHOLD
8 WEATHERSTRIP(Q-LON) FOAM "' Endura(z•ser es) Endura(zSeresI
9 #9 x 3/4"PFH WOOD SCREW STEEL En
11 4'X 4"HINGE STEEL 2'1' SIDELRE o �,
12 LATCH STRIKE PLATE STEEL ADAPDAPTEE ADAPTER
TER
13 DEADBOLT STRIKE PLATE STEEL 4�a
20 INSWING THRESHOLD ALUM/COMP g, 1 tq o g w at;
21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP
22 OUTSWING THRESHOLD ALUM/COMP w �^I
a m
23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP I
24 ADA THRESHOLD ALUM 4.56" 4.56" 0 re
25 OUTSWING THRESHOLD ALUM/WOOD INSLNINGIHRESNOLDw SIDELITE ADAPTER OUTSWINGTHRESHOLDw SIDELREADAPTER a a
26 INSWING THRESHOLD ALUM/WOOD 21 23 m
27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD Endura(Zderies) Endura IZ-series)
33 ASTRAGAL(DLP OR ENDURA) ALUM v
Ell
40 DOOR PANEL 4.56 4.57"'
50 SIDELITE PANEL
N
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25 OUTSWING THRESHOLD 26 INSWING THRESHOLD o
DLP DLP
CONCRETE ANCHOR NOTES:
a
I.Concrete anchor locations of the comers may be adjusted to maintain the min. o
edge distance to moAar joints. z
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 1.75" c n m
U maintain the min.edge distance to mortar Joints,additional concrete anchors 217'
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may be required to ensure the"MAX.ON CENTER"dlmenslon are not exceeded.
3.Concrete anchor fable: g 'm
` ` MIN CLEARANCE MIN CLEARANCE. O z
$ ANCHOR ANCHOR MIN TO MASONRY TO ADJACENT 6"0 SLIDE BOT T
TYPE SIIE EMBEDMENT 5/1 L 5/16"0 SLIDE BOL ^Z °
EDGE.. .. ANCHOR is ` �i (T THROW @ (T THROW @ DATE 10/8/14 i
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ELCO a 1/4" 1.1/4" 1" 4" CONCEALED BOLT RETAINER II I
S ULTRACON T.� F"- 4.57"' CHK.NY: LFS 3
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WOOD SCREW INSTALLATTONNOTES: 33 ASTRAGAL RMING NG.:
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I.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of DLp 33 ENDURA ASTRAGAL INSWING THRESHOLD w SIDELRE ADAPTER FL-17347.4 °
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wood screws to prevent the splitting of wood. DLP SKEET_�L OF g n
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