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FL# FL17347-R2
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Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E-1
I
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbidgconsuitants.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
L.) 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 12/31/2019
Validated By Ryan J.King,P.E.
1?j Validation Checklist-Hardcopy Received
Certificate of Independence FI 17347 R2 COI (a Certificate of Independence pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/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 Florida Licensed Professional Engineer or Architect
F07347 R2 Eauiv lbl Equivalency Of Standards pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
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 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.1.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 17347.1 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.1.pdf
installation instructions and product particulars. Created by Independent Third Parry: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 R2 II (b)Inst 17347.2.Ddf
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 R2 AE (b)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 R2 II (b)Inst 17347.3.Ddf
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 R2 AE (b)Eval 17347.3.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.4 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 R2 II (b)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 ST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4pdf
Cation Ins uctions and product particulars. Created by Independent Third Party:Yes
17347.5 e.Fiberglass Door "Impac0(X,
glass Glazed Door-Single with or without
i e i eX or XO,OXO)Outswing/Inswing Configurations
up to N6'8 in Height
Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.5.Ddf
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 R2 AE (b)Eva]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
Sidelltes(XX or OXXO)Outswing/Inswing Configurations up to
Nominal 6'8 in Height
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Vahico,FL 33595 Phone 813.659.9197
Florida Board of Professional Enbhncers Certiricate of Authorization No.9813
Product / W'// / /
nber2�,,,R1,7
Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Glazed Fiberglass Doors
Exterior g g 5200 W.Century Doors Exterior Door Blvd. Singles
Assemblies Los Angeles,CA w/or Wout Sidelites
Phone 440.969.9773 Inswing 1 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 structural requirements
excluding the"High Velocity Hurricane Zone'f
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 drawing FL-17347.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391140 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391141 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.
TEL 013912248 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
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-17347.5 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
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products
Guhde 53.uality assurance program that complies with ISOIIEC 17020 and ®`��°�,,�p SCH' l,'6
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1�,0 °o" Lyndon F.Schmidt,P.E.
°°G; ,•` . ri a.-" �:�Q4 FL PE No.43409
9!25!2017
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GENERAL NOTES
�7MPACT', >0 C o
1. This product has been evaluated and is in compliance with the 6th Edition(2017) H o z
Flaridb Building Code(FBC)structural requirements excluding the"High Velocity
Hurricane Zone"(HVHZ). Q) W
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2. Product anchors shag be as listed ands aced as shown on details.Anchor � ¢
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embedment to base material shall be beyond wail dressing or stucco.
o
8 3. When used in areas requiring Wind bome debris protection this product complies a a a
with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant Y Y}
E covering.This product meets missile level"Wand includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1, x . o x x o
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4. For 2x stud framing construction,anchoring of these units shall be the some as
athat shown for 2x buck masonry construction. 0 0
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Q 5. Site conditions that deviate from the details of this drawing require further X OX XO W w 4
engineering analysis by a licensed engineer or registered architect.
� TABLE OF CONTENTS
SHEET# DESCRIPTION MAX. J AMB
DESIGN_PRESSURE(PSE) DESIGN PRESSURE(PSE) o
1 Typical elevations,design pressures&general notes CONFIGURATION _ fRAlNE` REINFORCEMENT INSWING ':': OUTSWING
_ '
a.
8 DIMENSION. POSITIVE :NEGATIVE Pam NEGATIVE„ "
s 2 Door&Sidelite panel detain -
a 3 Lite frame glazing etails X 37.5'x 82.0" N/A +50.0 -50.0 +50.0 -50.0
4 Elevations 74.75'x 82.0" N/A +35.0 -40.0 +35.0 -35.0 N a
g 5 Horizontal cross sections _o i
5_ 6 Horizontal&Vertical Cross Sections(2X Buck) Ox/x0 75.5'x 82.0" 1X +40.0 -45.0 +40.0 -40.0 N'z
a 7. Homontal&Vertical Cross Sections(I X Buck) 76.25'x 82.0" 2X +50.0 -50.0 +50.0 -50.0 DATE:70/08/14
;
8 Horizontal&Vertical Cross Sections(Direct to Masonry) wuE: N.T.S.
9 Vertical Gross Sections(Thresholds) 112.0"x 82.0" N/A +35.0 -40.0 +35.0 -35.0
10 Horizontal&Vertical Cross Sections(Direct to Masonry) OXO 113.S'x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 M.a''' JK d
cwc Ery.. LFS 3
a 11 Buck anchoring 115.0"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 oramNa No.:
s 12 Frame anchoring&hardware details v
13 Bill of materials and components FL-17347.5 c
sHeer 1 or 13 9
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1-IMMIN. �LiC. _* • *
EMB.(TYP.)
PRODUCT: Oocumanto Prepared 9Y:�� • �•.
n ALASTPRO INC. Lynda. F. schmlot Q••�' 4*'••(r``��
FIBERGLASS DOOR P.E. No. 43409 �i7�4Y/Q %\�
�o ~ 2 T127117 UPDATE 70 6TH CO. 2017) FOCJK PART OR ASSEMBLY; �{ BUILDING CONSULTANTS, INC.
Uf f04/14/15 UPDATE-TO5TH EQ 2014)FEtC JK J\� P.O. Bax 230. Valrico, FL 33595
xVERTICAL CROSS
'w to P NO OAT BY SECTIONS (THRESHOLDS) Phone No,: 613.659.9197
REVISION FaPE CA No. 9813
4)201 0 R.W.DUILa1Na CON9u1.TANTtS INC,
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6 VERTICAL CROSS SECTION r7 VERTICAL CROSS SECTION
lQ Shown Direct to Masonry 1Q Shown Direct to Masorvy t3 VERTICAL CROSS SECTION zo >o
Oulswing only w/4-9/16 jamb Outswing only w(6-9/16 jamb 10 Shown
D'uect to Masorvy a —
NOTE: Single door only(N/A W/Sidelites) Outswrng only w/6 9/16'jamb EXTERIOR L E
1.Spocing for Item L:6"from each end and 3 more SEE NOTE 1 1-1/4"MIN. w z
equally spaced along sideGie jamb 15 total). EMB.(TYP.)
5 HORIZONTAL CROSS SECTION v a� 00
2.Spocing for item L @ head&sill.6"from each end,1 @ 1Q Shown Direct to Masonry =I a =�
8 centerfinne.2 additional at 3"&4.5'from end adjacent Outswing only w/6.9/16"jamb o a LOU
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10 Shown Direct to Masonry. 10 Shown Direct to Masonry 10 Shown Direct to/6-9/16"jamb
W. LFS 3
Outswing only w/49/ amb 10 Shown Direct to Masonry Outswing only w/6-9116'jamb Outswing only w/6 9/16 jomb DU%M No,, a
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u, PRODUCT: Documents Prepored 6y:�
-.t : PLASTPRO INC. Lyndon F. Schmidt
cFIBERGLASS OOOR P.E. No. 43409
(� - y 2 7 27 77 UPDATE TO 6TH ED, 2017 FBC JK PART OR ASSEMBLY:
BUILDING CONSULTANTS. INC.
'\ 1 4 14 15 UPDATE TO 5TH EO. 2014 FBC JK P.O. Box 230, Volrico, FL 33895
�W Cn N x as NO DATE 9Y BUCK ANCHORING Phone No.: 813.659.9197
REVlS NS F8PE C.A. No. 9813
Q 2O 14 N.W.BUILDING CON9ULTnNTe INC.
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Bill OF MATERIALS 14.56"
DEM• DESCRIPTIONMAIERIAI T- ��`�•• _v� '� u°'i
A 1 X BUCK(G>=0.42) WOOD r =X.
o a n
B 2X BUCK(G>=0.42) WOOD i - o �g�� a^�
C 1/4"MAX.SHIM SPACE - i. z FtO^4- o;
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW $TEFL �—2 C- 213" o W`• ``�F R 6 n
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �'i •..... •••• �.`` >> m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE T POLY FIBER JAMB '��� TTI.1111`��`` o n m z6
F 114'X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ms "N
G 3116"x 3-1/4"PFH ITW CONCRETE SCREW STEEL ® . Rio d m c w
3 I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
J #10 X 2"PFH WOOD SCREW STEEL - - a a m a n.
L #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL G a ' _ C o
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL F-- I E o Z
N 3/16"X 2.3/4"ITW CONCRETE SCREW STEEL 4.5,V 4.56" -1 0 3a
R P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL .,n INSWING THRESHOLD
W 1 POLY FIBER JAMB COMP. Endura(Z-Senes)
= 4 1XREINFORCEMENT (G>=0.55) WOOD
5 2X REINFORCEMENT (G>=0.55) WOOD �r 21' SIDEUTE 24 p PA THRESHOLD Ug J In
6 DOOR SWEEP PVC zo ww
7 WEATHERSTRIP ENDURA FORCE 5 ADAPTER
FOAM
9 #9 x 3/4"PFH WOOD SCREW STEEL 6, a
g 11 VX4'HINGE STEEL CD
12 LATCH STRIKE PLATE STEEL 61 CLW a
13DEADBOLTSTRIKE PLATE STEEL o m
20 INSWING THRESHOLD ALUM/COMP 4.56' I a
21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP
>; INSWING THRESHOLD w/SIDELDE ADAPTER 4.56-
21 --�I
g 22 OUTSWING THRESHOLD ALUM/COMP Endura(Z-Series) p m
E 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP 22r�y, ��des)
24 ADA THRESHOLD ALUM
25 OUTSWING THRESHOLD AWWCOMP 4.56" SIDEUTE E 120
26 INSWING THRESHOLD ALUM/COMP ADAPTER a
g 40 DOOR PANEL - N N m
50 $IDELITE PANEL w w N
�10UTSWING THRESHOLD
S 25 DLP 22
8 CONCRETEANCHORNOTB: �_ R"
$ 1.Conoete onchor locaflons at the comers maybe adjusted to maintain the min. 4_W o 0
edge distance to nwdor joints. 0 212"—"-I >> i
2.Concrefe anchor locations noted os'MAX ON CENTER"must be adjusted to I I jOUTSWING THRESHOLD w/SIDELDE ADAPTER
maintain the rrn.a Endura(Z-Series(
s edge distance}o mortarjoints,additional concrete anchors
maybe required to ensure the MAX.ON CENTER"dhnerulon are not exceeded. N
3 Concrete anchor table
MIN CLEARANCE MIN,-CLEARANCE I 4.57" z
ANCHOR ANCHOR MIN 0 0
TYPE 'SIZE EMBEDMENT-,.TOMASONRY DAWACENT
EDGE: . ANCHOR; c MATEWOMI :10/08 14 =
a ITYII BUIIDEX 3/16 1.1/4" 3" 1 1 t - SCALE: N.T.S. °
a TAPCON° 1 4" 1-1/4' 2" 4• �.— 4.57" owc.ar: JK
ULTRACON m'
2 ELCO ° 1/4" 1-1/4" 1" 4" - CHK Dry. LFS 3
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IN
WOOD SCREW INSTALLATION NOTES: WING THRESHOLD w/SIDE[lIEADAPTER 26 INSWINGIHRESHOLD otuwxc no.: a
R �•
I.Maintain a minimum 5/8"edge distance,?"end distance,&1"o.c.spacing of DLP DLP FL-17347.5 c
0
-oad sUews to Prevent the spAtNng of wood. SHM 13 or 13 sv
a �'