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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15213-R2 I,
Application Type Revision
Code Version 2014
Application Status Approved
I
I'
Comments
Archived ❑
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045 i
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
I
Authorized Signature Vivian Wright
rickw@rwbldgconsultants:com It
I
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045 I
(440)969-9773 Ext 18
scottjohnson@plastproinc.com I
,II i
Quality Assurance Representative Ron O'Connell I'
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies{
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer i,
O Evaluation Report-Hardcopy Received
I
I
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 1.King,P.E.
❑ Validation Checklist-Hardcopy,, eceived
t '
Certificate of Independence FL15213 R2 COI CERTIFICATE of1INDEPENDENCE.odf
I
• II
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440,I 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201,202,203 1994
I'
I
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:INST 15213.25 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.25.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.26 z.Smooth/Wood Grain/White Woad 8'0"Impact"Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing;-Inswing/Outswing(OXXO-
Fiberglass Door Configuration) '
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.26.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:INST 15213.26 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.26.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.27 za.Smooth/Wood Grain/White 8'0"Non-Impact"Glazed Fiberglass Single Door utilizing
Wood Grain/Rustic/Mahogany "Snap Frame"Glazing-Inswing/Outswing(X-
Series Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.27.odf
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:INST 15213.27 for Design Pressure Ratings,any FL15213 R2 'AE Eval 15213.27.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.28 zb.Smooth/Wood Grain/White 8'0"Non-Impact"Glazed Fiberglass Single Door with Sidelite
Wood Grain/Rustic/Mahogany utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO
Series Fiberglass Door -Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.28.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 1
Other:INST 15213.28 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.28.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.29 zc.Smooth/Wood Grain/White 8'0"Non-Impact"Glazed Fiberglass Single Door with
Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing
Series Fiberglass Door (OXO-Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ-No FL15213 R2 II Inst 15213.29.odf
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
Othe 15213.29 for Design Pressure Ratings,any FL15213 R2 AE Eval 1,5213.29'.rdf
tional use lim "ons,installation instructions and Created by Independent.Third Party:Yes
produMparticulars.
15213.30 zd.Smooth/Wood Grain/White 8'0"Non-Impact"Glazed Fiberglass Double Door utilizing
Wood Grain/Rustic/Mahogany "Snap Frame"Glazing-;Inswing/Outswing(XX-
Series Fiberglass Door Configuration)
J.killis-of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.30.bdf
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 Repo
Other:INST 15213.30 for Design Pressure Ratings,any FL15213 R2 AE MI
additional use limitations,installation instructions and Created by Independent;Third Party:Yes
product particulars.
15213.31 ze.Smooth/Wood Grain/White 8'0"Non-Impact"Glazed Fiberglass Double Door with
Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing
Series Fiberglass Door (OXXO-Configuration)I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.31.odf
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 ,I j
Other:INST 15213.31 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.31.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
i
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{+c��n e,S
R R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrko,FL 33595 Phone 813.659.9197'
`+ Florida Board of Profcssional Engincers Certificale of Authorization No.9813'
Product Evaluatim Report Report I i
/ Apri[29,2015
Product Sub Category Manufacturer Product Name
Category
Swinging
Plastpro Inc. Smooth I Wood Grain I White Wood Grain
Exterior 5200 W.Century Blvd. Rustic I Mahogany
Doors Exterior Door
Assemblies Los Angeles,CA Series N Fiberglass Door
Phone 440.969.9773 Inswing/Outswing -"Non-Impact'
I
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: j
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 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 this drawing require further engineering analysis by a licensed engineer or registered
architect
6. See drawing FL-15213.30 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 05-1126-2 101/I.S.2-NAFS 02 Testing Evaluation Lab,inc. Wendell W.Haney,P.E.
TEL 01030175 AAMA/WDMA/CSA 101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15213.30 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 %1".sat�rm ;+=
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. _ �'r.•'.�, E�
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F.FL Schmidt,
No.43409
4/29/2015
Sheet 1 of 1
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Ntz° 4eQom
5200 W. CENTURY BLVD.
LOS ANGELES CA 90045 � �" ` UZI
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74.00"MAX.OVERALL FRAME WIDTH 74.0(7'MAX.OVERALL FRAME WIDTH
_ Smooth/ Wood-Grain / White Wood Grain_ 4g 5 m=W
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_ Rustic/Mahogany — - - _--= _-- -- - _ _ _ —___ _ _ ___. - - - - — __ LL .
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GENERAL NOTES C N JJJJW
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1 1. This product has been evaluated and is In compliance with the 5th Edition O O : 0 a w
T (2014)Florida Building Code(FBC)structural requirements excluding the r;iO O a a a
� "High Velocity Hurricane Zone"(HVHZ). 6 p
2. Product anchors shall be as listed and spaced as shown on details.Anchor m
embedment to base material shall be beyond wall dressing or stucco. $
3. When used in areas requiring wind bome debris protection this product is a
e
required to be protected with an impact resistant covering that complies
o with Section 1609.1.2 of the FBC. y z
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4. For 2x stud framing construction,anchoring of these units shall be the some W yr
as that shown for 2x buck masonry construction. FULL LITE 3/4 LITE
5. Site conditions that deviate from the details of this drawing require further
a engineering analysis by a licensed engineer or registered architect. Z
OVERALL OVERALL GLASS DESlGN:PRESSURE(PSF)
SWWG FRAME ? DOOR 'w
3 TABLE OF CONIENiS DIMENSION::: DLO TYPE POSMVE NEGATIVE iy a
q SHEET# DESCRIPTION .. ,..ji
s 1 Typical elevations,design pressures,&general notes21.00" v 0
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74.00" FULL LITE 21 00"x 79 00" +47,0 -47.0
2 Door panel details INSWING x ^Z a
a 3 Horizontal cross sections 98.00" 3/4 LITE 21.00"x 63.00" +47.0 -47.0 OATe 02/16/12 i
4 Vertical cross sections G1 scA E N.T.S. 90
5 Buck and frame anchoring-2X buck masonry construction 74.00" FULL LITE 21.00"x 79.00" +47.0 -47.0 DWO.BY. JK m'
s 6 Frame anchoring-1 X buck masonry construction
7 Endura astragaldetails OUTSWING x � CRA
BY: LFS
3
96.50" 3/4 LITE 21.00"x 63.00" +47.0 -47.0 DRAWP 0 No.: N
8 BUI of materials,glazing detail&components FL-15213.30
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PANEL WIDTH PANEL WIDTH W Q
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D.L.O.WIDTH D.L.O.WIDTH 42 TOP RAIL LATCH R HINGE 43 LATCH 6 HINGE SERE a o
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a SNAP IN LITE FRAME ma!wwG No.:
GlAI1NG DETAILN
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C'SINK to the Inactive leaf with(11)#8 x 3"psh sms and C'SINK •". o
°- L (TYP.) (6)#10 x 2-1/2"pfh sms for all 8'-0"(outswing). (TYP) L
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20 21 (13)#8 x 3"psh sms and(6)#10 x 2-112"pfh sms
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n also approved also approved also approved N
OSHEET 3 OF 8
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PRODUCT: nocum�Me'Pr�IwrsE �i
FlBERCIASRS DOOR P don
No.',43409 IdE ?ONA1.,
PART OR ASSEMBLY: - �IBUILDING CONSULTANTS, INC.
<n\ 1 4 22 15 UPDATE TO 5TH h E0. (2014 FBC dK VERTICAL CROSS SECTIONS o U1 �j,P.O. Box 230,VDlrico, FL 33595
tV NO DATE BY Phone No.: 613.659.9197
REVISIONS IFBPE CA No. 9613
Q 201 2 R.W.BUILDING CDNeULTANTe INC.
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1.Concrete anchor locations at the comers may be adjusted to maintain the min. o 'n
edge distance to mortarjoints. 0LATCH d DEADBOLT DETAIL y
2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o
Smaintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. o
a 3. Concrete anchor table: DETAIL 2
MIN CLEARANCE MIN CLEARANCE
d .ANCHOR' ANCHOR MIN 70 MASONRY 70 ADJACENT 0 3 9 L N
TYPE SfZE EMBEDMENT N a
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DM.BY. JK m'
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WOOD SCREW INSTALLATION NOTES: Dx�wwc HD.:
1.Maintain a minimum 5/6"edge distance,i"end distance,&1"o.c.spacing of DETAIL 1 DETAIL 1 HINGE DETAIL FL-15213.30 n
wood screws to prevent the splitting of wood. Inswing configuration Outswing configuration
SHEET 5 OF 8
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CONCRETE ANCHOR NOTES: Masonry l X buck construction
i.Concrete anchoriocorlora at the comers may be adjusted to maintain the min. a
a edge distance to modarjoints. i
G 2.Concrete onchorlocations noted as MAX.ON CLNMrmust be adjusted to .
maintain the min.edge distance to modarjofnts,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"danensfon are not exceeded.
i 3 Concrete anchor table., O 3 v
Td - - MIN CLEARANCE MIN C(EARANCE, J
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gWOOD SCREW INSTALLATION NOTES: DETAIL T DETAIL i N
i.Maintain a minimum 5/8"edge distance,L"end distance,&I"o.c.spacing or FL-152 i 3.30
woodscrewsropreventmespGr}ingorwood. InswingconFiguration Outswingconfiguration sNrrr6- Dr 8 "
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No.43409
so a n ,Qy, PRODUCT: Docurnonte Prepared Er.
o Lyndon F. Schmidt �� �,'• 0 �:'(.���
N PLASTPRO INC. P.E. No. 43409
Z\ FIBERGLASS DOOR
o _N+•
r -i rn PART OR ASSEMBLY: �//��BU23
ILDING CONSULTANTS. INC.
i 4/22 15 UPDATE TO 51H E0. (2014) FBC JK YY BU Bolt 0, ValNco, FL 33595
I0° o y N NO DATE BY ENDURA ASTRAGAL DETAILS � Phone No.: a13.659.9197
REVISIONS FBPE CA's No. 9873
02012 R.W.BIIILOINO CONel1LT-5 INC. i
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BILL OF MATERIALS \``�� �'i0 ,c
ITEM DESCRIPTION MATERIAL 17EM DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD 21 POLY FIBER JAMB COMP./VINYL
B 2X BUCK SG>=0.55 WOOD 22 #8 X 2"PFH WOOD SCREW STEEL _0 � � � 0 z z?G q
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'7 z rc:`O` m
D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL �Y.. rr��<` �z N:'
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 SIDELRE SPACER PVC '/i// ••••' �;`\\� >n W
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL //�il l ���_ _ z 00 Z
F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD
G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD E°i -�3 m°c z o
H_ _1/4"x 3-1/4'_'PFH.ITW CONCRETE SCREW_. __STEEL.__ _.34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP _ _ALUM./-WOOD-. __ �q__ `y I 9.Ei-r
_----
'114'X � -._ _ _. .___ _ -- __ ..-... -
_ ..____ - - _. _ N._._a:.. m.o..a.�
1 2=1/4"PFH ITW CONCRETE SCREW' STEEL- 35 SHOE MOULD 5i8 X 378 - WOOD- �a a L
J I/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. e e
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17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM
18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL 67 SLIDE BOLT ROD STEEL m
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