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FL# FL17347-R2=-ivED
Application Type RevisionCode Version 2017
Application Status ApprovedComments
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
® Evaluation Report-Hardcopy Received
V 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
Qj Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
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 R2 II (b)Inst 17347 6 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 17347.6 for any additional use limitations, FL17347 R2 AE (b) Eval 17347 6 pelf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.7 g. Fiberglass Door "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 R2 II (b)Inst 17347.7.0f
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 17347.7 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.7 ndf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "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 R2 II (b)Inst 17347 8 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 17347.8 for any additional use limitations, FL17347 R2 AE (b) Eval 17347 8 pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 i. Fiberglass Door "Non-Impact"Fiberglass Opaque 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 R2 II (b)Inst 17347 9 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 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 q nrif
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque 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 R2_II (b)Inst 17347.10.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 17347.10 for any additional use FL17347 R2 AE (b)Eval 17347 10 pd
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque 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 R2 II (b)Inst 17347 11 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 17347.11 for any additional use FL17347 R2 AE (b) Eval 17347.11.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.12 I. Fiberglass Door "Non-Impact"Fiberglass Opaque 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 R2 II (b) Inst 17347 12 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 17347.12 for any additional use FL17347 R2 AE (b)Eval 17347 12 odf
limitations, installation instructions and product particulars, Created by Independent Third Party:Yes
17347.13 m. Fiberglass Door
R W R W BuildingConsultants' Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 I'hone 813.659.9197
Florida Board of Professional Engineers Certificate ofAulhorizalion No.9813
Product Ei,tilitation Reporl Rej)ort No.: FL-1 734 7.8
Date: Septembei-25,2017_
Product
Category Sub Category Manufacturer Product Name
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging
Exterior Door 5200 W.Century Blvd. Doubles
Doors Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing I 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. 61G20-3, Method 1D 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 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 FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile levet"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 drawing FL-17347.8 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.8 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Siqned by
TEL 01390410 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01390454 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton, P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05 Saflex°PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-17347.8 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
5. Quality Assurance
au�ut�r
Certificate of Participation issued by National Accreditation and ������V.SC14i����I�
Management Institute,certifying that Plastpro Inc. is manufacturing products �� �
...... .
within
�Q
within a quality assurance program that complies with ISO/IEC 17020 and ���� �1,C E1ys�,�'
Guide 53. *•'� No 43409
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Lyndon F.Schmidt,P.E.
FL PE No.43409
9/25/2017
Sheet 1 of 1
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GENERAL NOTES f
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1. This product has been evaluated and is in compliance with the 6th Edition(2017) a oN U
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3 Florida Building Code(FBC)structural requirements excluding the"High Velocity
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2. Product anchors shall be as fated and spaced as shown on details.Anchor o a
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3. When used in areas requiring wind bome debris protection this product complies m
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covering.This product meets missile level"D"and includes Wind Zone 4 as
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4. For 2x stud framing construction,anchoring of these units shall be the same as R R
that shown for 2x buck masonry construction. x x z
W W
5. Site conditions that deviate from the details of this drawing require furtheriE
engineering analysis by a licensed engineer or registered architect.
oQ
W W
a TABLE OF CONTENTS XX
SHEET# DESCRIPTION \ '' 7
0 1 Typical elevations,design pressures&general notes z
2 Door&Sidelite panel details
a 3 Lite frame glaring details =a
u N D J
4 Elevotlons
5 Horizontal&Vertical Cross Sections(2X Buck) z u
6 Horizontal&Vertical Cross Sections(1X Buck) DESIGN PRESSURE DESIGN PRESSURE are 10/08/14 °z
MAX 7 Horizontal&Vertical Cross Sections(D'aect to Masonry) (PSF) (PSS srxe N.T.S. 9
8 V-_-Cal Cross Sections(Thresholds) CONFIG. FRAME INSWING OUTSWING
9 Horizontal&Vertical Cross Sections(Direct to Masonry) DIMENSION POS. NEG. POS. NEG. °NC BY. JK m
cwc.9r! LFS 3
10 Buck anchoringrc
s
11 Rome anchoring&hardware details XX 74.0"x 98.0' +45.0 -50.0 +45.0 -45.0 FL 17 <" 12 Bill of materials and components OO 148.5"x 98.0" FL-1 7347.8
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a EMB.PYP.) smL N.T.S.
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION oro.BY:
0 9 Shown Direct to Mason 9 Shown Direct to MasorvY 9 Shawn Direct to Mosorry Cm.B; LFS 3
Outswing only w/6 9116 jamb Outswvrg only w/6-9/16'jamb rc
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FIBERGLASS DOOR P.E. No. 43409
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0475715? 1-7 UPDATE 1-0 6TH EO.UPDATE TO 57H ED. `2014 FBC JK PART OR ASSEMBLY: �/.�R i PUOILDIBN% CONSULTANTS,vloTAcos FL J3595
BUCK ANCHORING J l•IhAV/
IN NO DATE BY Phone No.: 813.659.9197
REVISIONS I FBPE C.A. No. 9813
Cj 201 4 R.W.11 -01"M C012 ITa INC.
T(iYP.) 6 DIRECT TO to `�.� ............
_ { M MASONRY O ^�i�'. �. �r
4 )_`I (TYP) I 11 G 1X BUCK �`0 �vic+ oi"ivo 4r n
i l i l I 2X BUCK `i a + ��qt
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T I I I I I I r I ASTRAGAL BOLT DETAIL ASTRAGAL BOLT DETAIL W. JK
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ORWMG NO.:
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SILL OF MATERIALS 4M ♦``�`, * rJrr'i
tLEM t DE'SCRNlION MATERIAL
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A 1XSUCK(G>=0.42) _ WOOD 4.56"— �j �`�'• L•"� n
B 2X BUCK(G>=0.42) WOOD ^! _�� +` °•<_?��
C 1/4 MAX.SHIM SPACE
D 1/4 PFH CONCRETE SCREW(1-1/4 MIN.EMB.) STEEL �--24t 217—d 'y`1''t g a"
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 24 ADA THRESHOLD ��i� C.
no i D 0.
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE /OLY DLP ',����r/r111 1►11 ``` 0 4 m z
F 114"X 3-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL
G 3/16'x 3-1/4"PFH RW CONCRETE SCREW STEEL a x z 4
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v J #10 X 2'PFH WOOD SCREW STEEL h u in n °Ga
L #10 X 2-1/2"PFH WOOD SCREW(1.15-MIN.EMB.) STEEL m d a LL
M 3/16'X 2-1/4 ITW CONCRETE SCREW STEEL - E u r
" N 3/16'X 2-3/,C ITW CONCRETE SCREW STEEL I I 'g w
_P 1/4 X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 4'56" 4,W —I o 3a
Q 1 POLY HBER JAMB COMP. rMLXMNG THRESHOLD n OUMVMG THRESHOLD
a
� 6 DOOR SWEEP PVC 5seIra R1 Endm R-Senesl
7 WEATHERSTRIP(ENDURAFORCE S) FOAM r--2r SIDEUTE
B WEATHERSTRIP(Q-LON) FOAM SIDELRE ADAPTER z$ z
9 #9 x 3/4"PFH WOOD SCREW STEEL ADAPTER w Z
11 4 X 4"HINGE STEEL F O F--1 ' a
12 LATCH STRIKE PLATE STEEL h W �5 8
d" 13 DEADBOLT STRIKE PLATE STEEL
20 INSWING THRESHOLD ALUM/COMP m
21 INSWING THRESHOLD w/SIDELTIE ADAPTER ALUM/COMP
--4.56- ------- f 4.56, --i o
E 22 OLITSWING THRESHOLD ALUM/COMP
23 OUTSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/COMPa a
21 fNSWING THRESHOLD w SlDELITE ADAPTER ��OUTSWING THRESHOLD w/SlDEt1LE ADAPTER
24 ADA THRESHOLD ALUM Endura(Z-Ser es) �'f Erdua tZ-Series)
E 25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD
27 INSWING THRESHOLD W/SIDELTTE ADAPTER ALUM/WOOD
33 1 ASTRAGAL(DLP OR ENDURA) ALUM - 1
40 DOOR PANEL R En
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OUTSWING THRESHOLD11'ISWING THRESHOLD o 0
CONCRETE ANCHOR NOTES: DLI
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g 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 1.75" -
edge distance to mortar joints.
2.Concrete anchor locations noted as MAX.ON CENTER"musf be adjusted to —
mairtain the min.edge distance to mortarjoints,additional concrete anchors 2.17' Ui
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. - I %=a
LL 3.Concrete anchor table: 5/16'0 SLIDE BOLT
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ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE I
SIZE EMBEDMENT O o
TYPE n z a
70 MASONRY TO ADJACENT / 5(16"0 SLIDE BOLT }
a HW BUIIDIX 1/16' 1.1/r EDGE ANCHOR (EACHBJD® (Y'THROW O ah 10108114 i
n
c TAPCONe 114- 1.1/4" r r EACH END) ; ossa Bre: N.T.S.
i
W ELCO BOLT RETAINER �
ULTRACON
1/r 1-1/r 1' r _.__ CONCEALED -- N -_____ - 4.57 —tel aac,BY: LFS ;
STffENER
h- WOOD SCREW 94STALLAWN NOTES: ASTRAGAL ENDURA ASTRAGAL - pRx 'a" C
s — -- �1N_SWING THRESHOLD w(SIDEfITE ADAPTER Fl--17347,$ o
x i.Maintain a mkdrrxrm 5/B'edge distance,I"end distance,a I'o.c.spadng of UP lNtimofe Hurricane -
wood screws to prevent the spfrtting of wood. 27 DLP_ st[r 12 a 12 a
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