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FL# FL15213-R3 MAY 3 0 2018
Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc./Nanya PIr
Address/Phone/Email 5200 W CENTURY BLVD
LOS ANGELES,CA 9004
F LE COPY
(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 Ron O'Connell
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
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E.
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 Received
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
https://www.floridabuilding.org/nr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9z... 3/23/2018
Florida Building Code Online Page 2 of 5
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary of Products
Go to Pae O O Page 1/20 0
(ZuT,e.nHVHZ: No
Model,Number or Name Description
a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing
Grain/Rustic/Mahogany Series (X-Configuration)
Fiberglass Door
Installation Instructions
FL15213 R3 II (a)Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.1.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite utilizing
Grain/Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing(OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use In HVHZ: No
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 15213.2 for Design Pressure Ratings,any
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15213.3 rra
ooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites utilizing
Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing (OXO-Configuration)
lass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No
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 15213.3 for Design Pressure Ratings,any
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.4 [Grain/Rustic/Mahogany
Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite utilizing
Series "Lip Lite"Glazing-Inswing/Outswing(OX or XO-Configurations)
berglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No
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 15213.4 for Design Pressure Ratings,any
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites utilizing
Grain/Rustic/Mahogany Series "Lip Lite"Glazing-Inswing/Outswing (OXO-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRC3FgPGdg9z... 3/23/2018
lastprop
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
37 50 MAX.O.A.
FRAME WIDTH 11
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Smooth / Wood Grain / White Wood Grain z €a
Rustic /Mahogany a m a a
Series Fiberglass Door a a $
INSWING/OUTSWINGa
"IMPACT' " Z
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GENERAL NOTES 0m N ww
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g 1. This product has been evaluated and is in compliance with the 6th Edition o o ^ ® o w
(2017)Florida Building Code(FBC)structural requirements excluding the"High
o Velocity Hurricane Zone"(HVHZ). a d a
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 bome debris protection this product
g complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N N N
impact resistant covering.This product meets missile level"D"and includes Wind z
Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. W w
4. For 2x stud framing construction,anchoring of these units shall be the some as
b 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. I!
O,ry Q F
TABLE OF CONTENTS i
SHEET DESCRIPTION —z
= OVERALL DESIGN PRESSURE(PSF) e
a 1 Typical elevation,desi n ressures,& neral notes are:02 16 12 ?
2 Door panel details SWING FRAME c
3 Horizontal cross sections DIMENSION POSITIVE NEGATIVE sc�: N.T.S. d
owc.a+: JK In
4 Vertical cross sections INSWING 37.50"x 82.00" +65,0 -70.0 CHK.er: LFS 3
5 Buck and frame anchoring-2X buck masonry conshictlonDRAWING NO.:
OLITSWING 37.50rc
s 6 Frame anchoring-IX buck masonry construction FL- 5213.1
1 1 "
"x 80.37" +65.0 -65.0 FL0
7 Bill of materials&components SHEET I a 7 n
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PLASTPROBERGLASS(NOOK P.E. No. 43409 ii�rFr11�
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I (w H cn 1 22 75 UPDATE TO STH ED. 2014 F73C JK ✓ YY P.O. Box 230. ValAeo. FL 33595
� w NO DATE By DOOR PANEL MAILS PQM No; e13.e5e.9197
REVISIONS F13PE CA No. 9813
0 2012 R.W.BUILDING OaNGIlLT-INe.
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N NO DATE BY Phone No.: 813.859.9197
REVISIONS F13PE C.A. No. 9813
V 2012 R.W.BUILDIND CONIN Lr i INC.
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October 19.2017
g PRODUCT: D-1;1=:d By.�� •• ..
1` Lyndon F. Schmidt •••••�L0180�:�••_``���
FIBERGLASSRO INC.
P.E.mNo. 43409PLASTP
o N y pl 2 10 19 17 UPDATE TO 8TH ED. (2017 FOC lF'S PART OR ASSEMBLY: /(��//BUILDING CONSULTANTS, INC.
L. W x In 1 15 UPDATE TO 5TH ED 2014) FEIC JK VE�� CROSS SECTIONS dl•a'a' P-O. Box 230, valAco. FL 33595
I N NO DATE BY Phone No.: 813.889.9197
REVISIONS I PEPE C.A. No. 9813
0 2012 R.W.BIIILDINO CONS-N-IND.
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r BOCK ANCHORING HINGE JAMB FRAME ANCHORING STRRG JAMB B 8 0
Mosorry 2X buck construction
G CONCRETE ANCHOR NOTES: QQ
i. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to g
$ maintain the min.edge distance to mortar joints,additional concrete anchors 21 13
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 6
3. Concrete anchor table: 31
LL ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN.CLEARANCE
TO MASONRY TO ADJACENT
TYPE SIZE EMBEDMENT EDGE ANCHOR
13 aA7 02116112 z
TAPCONm 1/4" 1-1/4" 2ITW " 4" saxe N.T.S.
ELCO am.BY: JK m
ULTRACON 1" 4"
! HINGE JAMB SMKE PLATE WAN amc�: LFS
& WOOD SCREW INSTALLATION NOTES: °RJ''V1N6 N0'` p
1.Maintain a minimum 5/6"edge distance,I"end distance,&I"o.c.spacing of FL-15213.1 u
dwood screws to prevent the splitting of wood. sir a 2 n
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CONCRETE ANCHOR NOTES: u
alj
R 1.Concrete anchor locations at the comers may be ocwed to maintain the min. o
edge distance to mortarjoints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortarjoints,addltionai concrete anchors i
$ may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 21
s 3.Concrete anchor table:
ANckpg ANCHOR: MItJ.`. MIN:<GiEARANCE MIN,CLEARANCE 31 Z6 a N
TYPt SIZE >. EMBE4MENT TO MASONRY TO ADJACENT o o
EDGE ANCHORiTw
z T CON® 1/4" 1-1/4" 2' 4 acre 02116112ELCO
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ULTRACON 1/4" 1-1/4" N.T.S.
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TA CON* 3/16" 1.1/4" 3" 1-1/7' CNK W, LFS ;
2 HINGE JAMB STRIKE PlA1E DETAA
& WOOD SCREW INSTALLATION NOTES: DRAWM NO.: n
s 1.Maintain a minimum 5/6"edge distance,1"end distance,&1"o.c.spacing of FL-15213.1 0
n wood screws to prevent the splitting of wood. sW-U_fL OF_ 0
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BILL OF MATERIALS �` A '
REM DESCRIPTION MATERIAL
'�
1 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
2 1 X BUCK SG>=0.55 WOOD :�v � o n
3 2X BUCK SG>=0.55 WOOD ��i '•. � o ao
4 1/4"MAX.SHIM SPACE ' ��* „���``� Q m=
5 1/47 X 2-3/4"PFH ELCO OR rrW CONCRETE SCREW STEEL ii33
6 #10 x 2-1/7'PFH WOOD SCREW 1.15"MIN.EMBEDMENTSTEEL ^ S $
8 #9 x 3/4"PFH WOOD SCREW STEEL G, c—y 12
IL
9 DOOR SKIN MIN.0.075"THICK FIBERGLASS 456" 4.56"
10 INSWING VINYL DOOR BOTTOM SWEEP BY E14DURA VINYL
10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL oz
11 REINFORCEMENT WOOD FOR LOCK WOOD 6 8a
12 FINGER JOINTED PINE JAMB WOOD
13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.17 --
F 14 BOTTOM RAIL CELLULAR PVC
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 2 I-- 2'43" --I Ck:
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD z o ce
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM r2 JAMB s3 HBERlAM a,,} R
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM `� U
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL a
18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL a
m
20 POLYURETHANE FOAM BY NANYA POLYURETHANE o
S 21 4"x 4"BUTT HINGE STEEL g
23 POLY FIBER JAMB COMP./VINYL a a
g 24 HINGE&LATCH STILE CELLULAR�Pvcl
— m
c 25 TOP RAIL CELLULAR 4.56' 4.56"
26 DEADBOLT STRIKE PLATE STEEL
27 LATCH STRIKE PLATE STEEL
28 OUTSWING BUMP THRESHOLD ALUM./WOOD r,w
29 HINGE&LATCH STILE REINFORCEMENT LVL �ff�l N N
30 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL `"
z
31 #9 x T"PFH WOOD SCREW STEEL u>
32 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL e
33 3/16"X 3-1/4r PFH ITW CONCRETE SCREW STEEL ISA aDlUSTAe�rNSWi 1 28 � ' 1HRESNOfJ)
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS w w
R 5.67' qNo
O_ R
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e DATE:02116112 i
SCAM N.7.S. D
DWG.BY, JK m
2 CHK.BY: LFS ;
18 AW AB fN jll DPA1YNC 1JO.: p
s� FL-15213.1 n
sHM 7 OF 7 N
R W 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 Certificate of Authorization No.9813
Product Evaluation Report Report No.: FL-15213.1
October r
,2017
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Smooth/Wood Grain I White Wood Grain
Exterior Swinging 5200 W.Century Blvd. Rustic I Mahogany
Doors Exterior Door
Assemblies Los Angeles,CA Series Fiberglass Door
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(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ).
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 this drawing require further engineering analysis by a licensed engineer or registered
architect.
6. See drawing FL-15213.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 2005-02-21-001 ASTM E330-02 and ASTM E1886/E1996-02 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No. FL-15213.1 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 ,t1j%J1111f11111f1�
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturinga0 •. 1' c
products within a quality assurance program that complies with
ISO/IEC 17020 and Guide 53.
J>`i Lyndon F.FL PE No.43409
10/19/2017
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