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0 6 2016
^" rf FL# FL17347-R1
Application Type Revision PERVAI- iiVG
Code Version 2014 St. Lucie County, FL
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@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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O 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.
(] Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 RI COI Certificate Of Indeoendence.ndf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA101/I.S.2/A440 2008
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
l'
Product Approval Method Method 1 Option D
Date Submitted 04/16/2015
Date Validated 04/22/2015
Date Pending IBC Approval 04/24/2015
Date Approved 06/23/2015
SummaM of Products
Model,Number or Name Description
17 .1 a.Fiberglass Door "Non-Imp "Fiberglass Glazed Door-Single with or without
Sidelites OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
61orts of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.1.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:See INST 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347.1.pdf
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 R1 II 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 R1 AE EVAL 17347.2.1)df
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 173473.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:See INST 17347.3 for any additional use limitations, FL17347 RI AE EVAL 17347.3.odf
instructions and product particulars. Created by Independent Third Party:Yes
17347.4 1 d.Fiberglass Door "Non-Impact"Rss Glazed Door-Double with or
without Sidelit (XX Ir O)XO)Outswing/Inswing
Configurations u Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.4.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:See INST 17347.4 for any additional use limitations, FL17347 RI AE EVAL 17347.4.odf
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 17347.5.1)df
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.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
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 EvaluationRepoil Rep ort No.: FIL-1734Z4
Date: April 15, 2015
Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Glazed Fiberglass Doors
Exterior 5200 W.Century Blvd. Doubles
Doors Exterior Door
Assemblies Los Angeles,CA w/or Wout 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 bome 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 Testing Laboratory Signed 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.,Inc. 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.
6 a�
4 ~' Lyndon F.Schmidt,F.E.
FL PE No.43409
4/16/2015
Sheet 1 of 1
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74"MAX.OVERALL FRAME WIDTH � la,
J �5200 W. CENTURY BLVD.LOS ANGELES, CA 90045o
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GLAZED FIBERGLASS DOORS 9 X X ;; m d a
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"NON-IMPACT" z
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a GENERAL NOTES °W w N
1485 MAX.OVERALL FRAME WIDTH �?
1. This product has been evaluated and is in compliance with the 5th Edition �F�74"MAX.FRAME WIDTH 3FRAMEW DTH �o
(2014)Florida Bu1ding Code(FBC)structural requirements excluding the o wa
"High Velocity Hurricane Zone"(HVHZ). a G
2. Product anchorsshall be as listed and spaced as shown on details. T�z -m
Anchor embedment to base material shall be beyond wall dressing or
stucco. _
d 3. When used in areas requiring wind bome debris protection,this product is z
required to be protected with an impact resistant covering that complies 3 0 X X O
o with Section 1609.1.2 of the FBC. Z
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a 4. For 2x stud framing construction,anchoring of these units shall be the 0
same as that shown for 2x buck masonry construction. a a 12
5. Site conditions that deviate from the details of this drowing require further
engineering analysis by a licensed engineer or registered architect. uj
m
TABLE OF CONTENTS o a
SHEEN DESCRIPTION � m
1 Typical elevations,design pressures&general notes _
2 Doar&Sidelite panel details DESid PRESSURE DESIGN PRESSURE.; z
3 Lite frame glaring details MAX (PSF) (PSF) DATE 1018114
i
�a COlVF1G FRAME S G pU 1 G scut N °
4 Elevations DIMENSiONt IN W►N iSWN N.T.S.
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5 Vertical cross sections P
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& 6 1 Horizontal cross sections XX 74.0"x 980 +47.0 -47.0 +47.0 -47.0 CHK.BY: LFS 3
7 Buck anchoring DRAWING ND.:
OXXO 148.5"x 98.0 +45.0 -50.0 +45.0 -45.0 FL-17347.4 °
g From anchoring&hardware details
9 Bill of materials and componentse
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KNOB: SERIES(400) FIBERGLASSSKIN z
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DEADBOLT: SERIES(660)
SEE DOOR LOCK '
HARDWARE TABLE YALE KNOB: CIRRUS 100C
DEADBOLT: 820 SINGLE CYLINDER F BOTTOMRAIL '�••••' ' 0 z
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PLASTPRO SIDEUTE PANEL 2 VERTICAL CROSS SECTION DRAWING NO.: Q
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SHEET 2 DF 9
24.13"MAX. ...
FRAME WIDTH 23.5LY'MAX,LIGHT ��Q�:`
21.13"MAX FRAMEWIDTH
D.L.O.WIDTH 20.50"MAX.
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No.43409
PRODUCE: ooa MII Prepared By.,
PLASTPRO Lyndon F. Schmidt ��i�• ...........(s\y��•
I4' 1 a o FIBERGLASS DOOR P.E. No. 43409 �ii�s/Q�`�`���
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PART OR ASSEMBLY: rl V BUILDING CONSULTANTS, INC.
I� 14 7� y 1 4 14 15 UPDATE TO 5TH ED. 2014) FBC JK ELEVATIONS (/�/ P.O. Box 230, Valrico, FL 33595
NO DATE BY Phone No.: 813.859.9197
REVISIONS I F13PE C.A. No. 9813
®2014 R.W.BUILDING CONSUL-1-5 INC.
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
$ Inswingg s own ou swing similar) $ nsw ng s own jOu sw ng s mlar $ Inswing s own Outswing similar) D any
'2 BucK Consfructian 1X Buck Construction 2X Buck Consfruction w�
rB1 VERTICAL CROSS SECTION
$ ADA Sill
NOTE:
1.Spacing for item J@ head&siu:6'from each end,IN m
1 @ centerline,2 additional at Y&4.5"from end
INTERIOR EXTERIOR INTERIOR EXTERIOR adjacent to door.
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inswing sl $ Ou swm sill inswing sill Inswin sill °
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6 nswnn shown(Ou ng similar 6 Inswing shown(ou sw ng similar 6 Insw ng s own outswing similar m W
2X Buck Construction 2X Buck Construction 1X Buck Construction EL N
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NOTE: O
1.Spacing for item J:6'from each end ~
and 3 more equally spaced along 1 a a
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6 Inswnng
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No.43409
T i F i PRODUCT: Doaamantn PrePared 6Y:
PLASTPRO Lyndon F. Schmidt �i�� '•...Ol89..:.
L I °� o FIS DOOR P.E No. 43409 �i� 70NAI \���
PART OR ASSEMBLY: �{[7,/�BUILDING CONSULTANTS, INC.
IIS 14 ul } 0-471-75 UPDATE 70 STN ED. (2014 FBC �K BUCK ANCHORING el lrl/1/ P•O. Boz 230, Valrico, FL 33595
ID
-go—. DATE BY !/V Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0 2014 R.W.BUILDING CONSULTANT-INC.
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FRAME ANCHORING OutsMng Threshold Inswing Threshold LATCH AND DEADBOLT DETAILS FL–f 7347.4 N
b SHEET 8 OF 9
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BILL OF MATERIALS
REM# DESCRIPTION MATERIAL 4.56" ``��� ..-•• � /
A 2X FRAMING(G>=0.42) WOOD ... .....: 4.56" t, Ln
Ln
B 2X BUCK(G>=0.42) WOOD _Z
C 1/4"MAX.SHIM SPACE L =0. * _ .12 m
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL I �• 01% Z ) 0 n
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI I--2.14"��.—2.13"—�1 ADA THRESHOLD T
E CONCRETE 24 i �'•.,•• .4.�� o m
F #1002 HOLLOW
BLOCK WOOD CREW(RMING TO ASTM S'MIN.EMB.)C90 STEEL 1 POLY FIBER JAMB DLP � ���T,Tt*I p`1``` o M m z°
G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL ^r%t X Z
J #10 X 2-1/2"PFH WOOD SCREW STEEL o `� e m m C,
K #10 X T'PFH WOOD SCREW STEEL -
n u g 9 p o a
M #8 X 2"PH SMS STEEL t_' `}` m a a 9!
1 POLY FIBER JAMB COMP. ; D
5 2X REINFORCEMENT (G>=0.55) WOOD F- § Co Z
6 DOOR SWEEP PVC 4.56" -I I I S r�
I► 4.56"
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD OUTSWING THRESHOLD
8 WEATHERSTRIP(Q-LON) FOAM 2U Endura(z-Series) 22 Endura(NZ S.s)
9 #9 x 3/4"PFH WOOD SCREW STEEL
11 4'X 4"HINGE STEEL 2'1 SIDELITE o rn
12 LATCH STRIKE PLATE STEEL SIDELITE ADAPTER
ADAPTER
13 DEADBOLT STRIKE PLATE STEEL � o
EL
20 INSWING THRESHOLD ALUM/COMP In 6 �o
21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP o�
22 OUTSWING THRESHOLD ALUM/COMP 79q:
23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP F- �I m
24 ADA THRESHOLD ALUM 4.56" 4.56" a
Q 25 OUTSWING THRESHOLD ALUM/WOOD INSWING THRESHOLD w SIDELITE ADAPTER OUT:NG 1TIRESHOLD w SIDELITE ADAPTER
26 INSWING THRESHOLD ALUM/WOOD 21 23 m
27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD Endum(ZSedes) Endura:NG
33 ASTRAGAL(DLP OR ENDURA) ALUM
4.56"40 DOOR PANEL
`E3• `3' 4.ST'
50 SIDELITE PANEL J_
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25 OU
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WING THRESHOLD 26 INSWING THRESHOLD Q
CONCRETE ANCHOR NOTES: DLP DLP
A 1.Concrete anchor locations at the comers may be adjusted to maintain the min.
e edge distance to mortor joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
u maintain the min.edge distance to mortar joints,additional concrete anchors r`
z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ¢ f
3.Concrete anchor fable: g m
ANCHOR ANCHOR " MIN M N CLEARANCE MiN CLEARANCE _o a
TO MASONRY TO ADJACENT - 5/16"0 SLIDE BOLT 5/16"0 SLIDE BOLT Z °
TYPE SIZE EMBEDMENT EDGE. ANCHOR': cJ (7'THROW @ (2"THROW @ DATe 10/8/14 i
TW BUILDER -}3/16" 1.1/4" 3" 1-1/2" EACH END)
TAPCON® 1/4- 1-1/4" 2" 4" EACH END) sa— N JK m
ELCO BOLT RETAINER I �
S` ULTRA=F 1/4 1.1/4" i" 4" CONCEALED f�4.57' CHK.BY: LFS 3
I
WOOD SCREW INSTALLATION NOTES: STIFFENER DRAWWO NO.:
Y.Maintain a minimum 5/B"edge distance,I"end distance,&1"o.c.spacing of ADSTRAGAL ENDURA ASTRAGAL a
33 33 UltmateHunicane iNSWINGTHRESHOLDw SIDELITE ADAPTER FL-17347.4
b wood screws to prevent the splitting of wood. 27 DLP °
SHEET_�L OF 9 N
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