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1-�
1� FL# FL17347-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived C;
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
El 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.
EValidation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Ind o nd nce odf
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
FL17347 R2 Eouiv (b)Equivalency Of Standards odf
r '
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 Party:Yes
17347.2 b. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without
Sidelltes(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.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 17347.2 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 Configuratlons
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.Rdf
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 (I)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:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4.pdf
in a structions and product particulars. Created by Independent Third Party:Yes
(:
17347.5 e.Fiberglass Door "Im act"Fiberglass Glazed Door-Single with or without
Sidelite OX or XO,OXO)Outswing/Inswing Configurations
up to No al 6'8 In Height
Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.5.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:See INST 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 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
Sidelites(XX or OXXO)Outswing/Inswing Configurations up to
Nominal 6'8 In Height
�
'
. � R R W Building C ^^ ,u^^= ^~", Inc.
W �� C�u(hngo�B���ng���hst�I���I���
�� �� mzomzmvmmm.r�om Phone 813.659.9197
— Florida Board o,Professional Engineers cwmoca*ma"ommmw,No.vxo
ReporlNo.: K-17347.5
Product Evalitation Report
Date: Septeinber25,�017
Product Sub Category Manufacturer Product Name
Category
Plastpro,Inc. Glazed Fiberglass Doors
Exterior Swinging 5200 W.Century Blvd. Singles
Doors Exterior Door Los Angeles,CA w/or w/out Sidelites
I Assemblies 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.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RVVBuilding 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 wail dressing
orstu000.
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 El 996
and F8CSections 1G0l1.2.2&R3O1.2.1.2.1.
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 o licensed engineer or
registered architect.
GSee drawing FL.17347.5for size and design pressure limitations.
supporting Documents:
1. Test Revort No. Test Standard Testin-q Laboratory, Signed by
ASTM E331'00 ToobnQEva|uoUonLab,|nu \(;[VV�g�
'----'' —TEL 01391141 ASTM E330-02,� E331'00 Testing Evaluation Lob,!nu V.K.Wright
TEL 01391120 TAS 201.2O2&2O3-94 Testing Evaluation Lab,Inc William B.Shelton,P.E.
TEL 013912248 ASTM E330-02,E831-00 Testing Evaluation Lab,Inc \�K.Wright
2
17-0712.05 GaOexmpVaInterlayer(Eastman Chemical Company)
3' DrawdnlLNo. Prepared
Signed&Sealed by
No.FL47347.5 RVVBuilding Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared Iy Signed&Sealed by
Anchoring RVVBuilding Consultants, Inc.(CA#S813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate cfParticipation issued byNational Accreditation and n»uu
Management Institute,certifying that Plastpro Inc.is manufacturing products
within oquality assurance program that complies With|GOAEC17V2Dand
Guide 53.
`\��.�• 'CSV iii N
_ r
p a S t p o Q. J
- a 5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
12 11S'MAK OVERALL FRAME WIDTH '' '�� rl I I p1\��\ . v"�� Z
A2SW 'I 37.5'M&t m i imZcH
FRAME WIDTH " E�' °c
GLAZED FIBERGLASS DOORS -f- N n In 7 R s
C °a
SINGLES 6 m a a
Z
F w/ or w/o SIDELITES m o 0gar
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INSWING/OUTSWING g 00
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IMPACT'
GENERAL NOTES �4= >0 0D1
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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 �S m �"
Hurricane Zone"(HVHZ). w Al
0E N J W
2. Product anchors shall be as listed and spaced as shown on details.Anchor G- s ZS
embedment to base material shall be beyond wall dressing or stucco. of 0 �
3. When used in areas requiring wind bome debris protection this product complies a a
with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant Y m
E covering.This product meets missile level"Wand includes Wind Zone 4 as F I
defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. x o x x o
0 C
4. For 2x stud framing construction,anchoring of these units shall be the same as a
that shown for 2x buck masonry construction. N N u,
en
5. Site conditions that deviate from the details of this drawing require further X OX X0 W
engineering analysis by a licensed engineer or registered architect.
o0
TABLE OF CONTENTS W
n DESIGN:fRESSURE.PS DESIGN PRESSURE S - o 0
a SHEETR DESCRIPTION CONFIGURATION AME JAMS INSWING (,"� OUTSWING'�.� >j i
1 Typical elevations,design pressures&general notes REINFORCEMENT ,
s 2 Door&Sidelite panel details -. .. DIMENSION _POSfT1VE':.NEGATIVE' PQSRIVE" NEGATIVE
3 Lite frame glazing details X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 N=a
4 Elevations 74.75'x 82.0" N/A +35.0 -40.0 +35.0 -35.0 o
g 5 Horizontal cross sections
�Z 6 Horizontal&Vertical Cross Sections(2X Buck OX/XO 75.5"x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 N'z C
7 Horizontal&vertical Cross Sections(IX Buck) 76.25"x 82.0^ 2X +50.0 -50.0 +50.0 -50.0 w>E 10 08 14 i
g Horizontal&Vertical Cross Sections Dred to Mosonryj112.0"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 scmr, N.T.S. `_
9 Vertical Cross Sections tvesholds) oxo 113.5 x 82 0^ 1 X +40.0 -45.0 +40.0 -40.0 EMIG.BY. JK a
10 Horizontal&Vertical CrossSections(Direct to Masonry) cwc er: LFS 3
a 11 Buck anchoring 115.0^x 82.9^ 2x +50.0 -50.0 +50.0 -50.0 DRAM(;NO.: a
R 12 Frame anchoring&hardware details
s FL-17347.5
'a 13 Bio of materials and Nom nents n
osiw_L or 13 D
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6 outswing shown(nswing sun➢ar) 6 Outswing shown(Inswing similar) o I _�
EE 4 VERTICAL CROSS SECTION
NOTE B 6 Outswing shown(Inswing similar) a a m
1.Spacing for item L:6'from each end and 3 more C
equally spaced along sidefite jamb(S total). L °.
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2.Spacing for item L®head&sill:6'from each end.1
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2.Spacing for Item L @ head&sill:6'from each end,l
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T " PLASTPRO INC. Lyndon F. Schmidt ��� .p_���� �����
II FIBERGLASS DOOR
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` y m 2 7 27 17 UPDATE 70 6TH E.O. 2017) F8C JK PART OR ASSEMBLY; BUILDING CONSULTANTS, INC.
R VI _ 1 4 14 15 UPDATE 70 5TH ED. 2014)FBC JK VERTICAL CROSS P.O. Box 230, Volrico, FL 33595
Iw N A NO DATE BYPhone No.: 813.659.9197 7
REVISIONS SEC110N5 (THRESHOLDS) FBPE C.A. No. 9813
Q)201 6 R.W.DUILDIND CONSULTANTO INC. �.
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8 VERTICAL CROSS SECTION �o w
1Q Shown D'uect to Masoru I 1 Q Shown Direct to Masonry a_o >o
Outswing only w/4-9/16 jamb Outswing only w/6.9/16 jamb 10 Shown Direct to Mosonry °
NOTE Single door any(NIA W/Sideltes) Outswing only w/6-9/16 jamb E
1.Spacing for item L:6"from each end and 3 more SEE NOTE 1 1-1/4'MIN.
EMB.(TYP.)
g equally spaced along sidefitejamb(5 total).
5 HORIZONTAL CROSS SECTION �I 0: 00
2-Spacing for item L @ head&sill:6"from each end,i® 1Q Shown Direct to Masonq a x N
$ centerline,2 additional of 3'&4S'from end adjacent Outswing ony w/6.9/16 jamb
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n Outswing only w/4 9/16'jamb Outswing only w/4 9/16�'�jamb Outswing only w/6-9/16'jamb Outswing only w/6 9/16'jamb oenwwc NO.: Q
Single door only(N/A W/Sidefites) Single door only(NIA W/Sidelites) FL-1734 7.5 N
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MAX.(TYPJ No.43409
i $ PRODUCT: Documents Prepared
h '�• PFASTPRO INC. Lyndon F. Sehmldt8Y:�i� �OFi....I'C``���
FlBERGLASS DOOR P.E. No. 43409 /�'••/O•'•' `��
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7 27 17 UPDATE Rl 6TH ED. (2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC.
_ v X lq 0-471-471-5 UPDATE 70 5TH ED. (2014 FBC JK BUCK ANCHORING P•O. Box 230, Volrico. FL 33595 r
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Ln DATE BY Phone No.: 813.659.9197 r
REVISIONS I FBPE C.A. No. 9813 s ,
®2014 R.W.BUILDING CONBULTANTB INC. I.
49/6"JAMB DIRECTTOMASONRY JAMS(TY
F (SEE SHEEP i0) 3'(TYP.) 6'(iYP.J
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MASONRY JAMB(TYP.) — a!2 f tp-9/16'JAMB HEAD 8 JAMBS ( SHEET 10) o O DIRECT TO "ITYP-) BACK-TO BACK ��+ M MASONRYm a a-9/16"JAMB J JAMFu G IX BUCKTTOMASONRY 1 L w/REINF. 2XBUCK
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LATCH AND DEADBOLT DETAILS 0oQLU
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MASONRY -. L w/REINE JAMB(TYP.) — z
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E! FRAME ANCHORING o�M NO.:
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jSHEEP 12 OF 13
BILL OF MATERIALS I^4 " e N
OEM B DESCRIPTION MATERIAL T_ 60• '�
A 1XBUCK(G>=0.42) WOOD
B 2X BUCK(G>=0.42) WOOD EO
V O T 4 n
C 1/4"MAX.SHIM SPACE - 2.44--�--2.13" o �', z �c,/pO�Q 0 m"�
D 1/4"X 2-3/4"PFH ELCO OR UW CONCRETE SCREW STEEL �� �'•., �`` o Gin
E 301 OR HOLLOW BLOCK CONFORMING TMASONRY-3,000 PSI MIN.CONCRETE 00 ASTM C90NFORMING
ACI CONCRETE T POLY FIBER JAMB ��ii���Il�t p`,`�C�``�� o d m Z
F 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o aN d
" G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 7 ® E m g m m d
I 1/4"X 1 3/4'PFH ELCO OR RW CONCRETE SCREW STEEL e� y` Q g L m
J #10 X 7'PFH WOOD SCREW STEEL N a m d a n
L #10 X 2-1/7'PFH WOOD SCREW(I.IS'MIN.EMB.) STEEL `` " �` <Z
M 3/16"X 2-1/4'ITW CONCRETE SCREW STEEL I I = c w
F
N 3/16"X 2.3/4"ITW CONCRETE SCREW STEEL t– 4.56" –i 456" 0 3d
P 114'X 2-1/4"PFH ELCO CONCRETE SCREW STEEEL20 INSWING THRESHOLD
W 1 POLY FIBER JAMB COMP. Endura(I-Series)
4 1XREINFORCEMENT (G>=0.55) WOOD ADAIHRESH0LD
5 2X REINFORCEMENT (G>=0.55) WOOD ' —21" SIDEUTE 24 DLP '38
6 DOOR SWEEP PVC ADAPTER zq w W
7 WEATHERSTRIP ENDURA FORCE 5 FOAM o
9 #9 x 3/4"PFH WOOD SCREW STEEL Lr � o
g 11 VX V HINGE STEEL
12 LATCH STRIKE PLATE STEEL "' m
13 DEADBOLT STRIKE PLATE STEEL n o
E 20 INSWING THRESHOLD ALUM/COMP 456 al a
21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP i
c 22 OUTSWING THRESHOLD ALUM/COMP 21INSWINGTHRESHOLD W/SIDEULEADAPTER 456"--�1
g 23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP " Endure lZ �) OUfSWlNG THRESHOLD ''m
gr
(ZSeriesl
g 24 ADATHRESHOLD ALUM
° 25 OUTSWING THRESHOLD AWWCOMP 4.56" `_ SIDELIfE T I°
26 INSWING THRESHOLD ALUM/COMP ADAPTER
kr 40 DOOR PANEL - N m
50 SIDELTTE PANEL
tifl
N
F
air-OIHSWING THRESHOLD F
00 �
DLP
CONCRETE ANCHOR NOTES: 4.W' I,Ie
1 .Concrete anchor locations of the comers may be adjusted to maintain the min. j i
8 edge distance tomortarjoints. 2.17' ee 01MWINGTHRESHOLDw/S/DEIITEADAPTER
ri 2 Concrete anchor locotions noted as MAK ON CENTER-must bo adjusted to 2- 'n m
maintain the min.edge distance to modarjolnh,addAional centrale anchors �"fEndura(Z-Series) w i
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. N=a
LL 3 Concrete anchor table a m
ANCHOR ANCHOR MIN MINXMIN a CLEARANCE 457 ^z u°
TO MASONRYTOAD1ACEtJT`
-TYPESIZE EMBEDMENTbGP ANCHOR.'' DATE:10/08 14 i
sCAM- 9
ITNI BUILDEX 3/16" 1-114, 3" 1-1/T N.T.S.
TALCON° 1 4" 1.1/4" 2" 4' �(�-447' aao.en JK m'
" ELCO o 1/4* 1.1/4" 1" 4'
a ULTRACON a+x,BY. LFS 3
a INSWING THRESHOLD w/SIDELITEADAPTER INSWING THRESHOLD DWtW.NG No.:
gWOOD SCREW INSTALLATION NOTES: 27 DLp 26 DLPQ
b I.Maintain a minfmum 5/B'edge distance,i'end distance.&i"o.c.spacing of FL-1734 7.5
v wood screws to prevent the splitting of wood. °w
sx¢s 73 or 13 �
a