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1 FL# FL17184-R3 �°u b
Application Type Revision Code Version 2014 MAR 2 7 2017
Application Status Approved
F'Ei;Gr11TT((VG
Comments 5t. Lucie County, FL
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 I`�
rickw@rwbldgconsultants.com ?j I23
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext18
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
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
Validation Checklist-'Hardcopy Received
Certificate of Independence FL17184 R3 COI Certificate of Inde endence. df
Referenced Standard and Year(of Standard) Stdard
Year
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201, 202,203 1994
(i17184.14 n. Fiberglass Door Up to a 6'0 x 6'8 Opaque"Impact"Fiberglass Double Door(XX
Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.14.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 17184.14 for any additional use limitations, FL17184 R3 AE EVAL 17184.14.1)df
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.15 0,
Fiberglass Door Up to a 6'0 x 6'8 Opaque"Impact"Fiberglass Double Door
with Sidelites(OXXO Configuration)Inswing/Outswing
Limits of Use Installation Instructions.
Approved for use in HVHZ: No FL17194 R3 II INST 17184.15.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 17184.15 for any additional use limitations, FL17184 R3 AE EVAL 17184.15.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.16 p. Fiberglass Door Up to a 3'0 x 8'0 Opaque"Impact"Fiberglass Single Door(X
Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II INST 17184.16.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 17184.16 for any additional use limitations, FL17184 R3 AE EVAL 17184.16.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.17 q. Fiberglass Door Up to a TO x 8'0 Opaque"Impact"Fiberglass Single Door with
a Sidelite (OX or XO Configurations)Inswing/Outswing
Limits of Use 4 Installation Instructions
Approved for use in HVHZ: No { FL17184 R3 II INST 17184.17.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 17184.17 for any additional use limitations, FL17184 R3 AE EVAL 17184.17.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17184.18 r. Fiberglass Door Up to a 3'0 x 8'0 Opaque"Impact'Fiberglass Single Door with
a Sidelite (OXO Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.18.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 17184.18 for any additional use limitations, FL17184 R3 AE EVAL 17184.18.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.19 s. Fiberglass Door Up to a 6'0 x 8'0 Opaque"Impact" Fiberglass Double Door(XX
Configuration) Inswing/Outswing
j Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 IT INST 17184 19 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 17184.19 for any additional use limitations, FL17184 R3 AE EVAL 17184.19.odf
installation instructions and product particulars. ' Created by Independent Third Party: Yes
17184.20 t. Fiberglass Door Up to a 6'0 x 8'0 Opaque"Impact" Fiberglass Double Door
with Sidelites(OXXO Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17184 R3 II INST 17184.20.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 17184.20 for any additional use limitations, FL17184 R3 AE EVAL 17184.20.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
Go to Page 0 0 Page 1/3 0 0
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5200 W. CENTURY BLVD. 'o_z
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LOS ANGELES, CA 90045 �'•..,, A% �a°
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37 50'MAX,OVERALL (� a a " m a a m
OPAQUE FIBERGLASS DOOR � FRAME WIDTH --� � 9 �
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/ourswiM�IINSWINGC� 'T 8 3'a
"IMPACT" F03 F0
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GENERAL NOTES z
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1. This product has been evaluated and is in compliance with the 5th Edition(2014(Florida am
Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone" = m m a N
ram+ (HVHZ). 0 a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to lul I UL]I
base material shall be beyond wall dressing or stucco. �/ m
3. When used in areas requiring wind bome debris protection this product compiles with o
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product a 2
meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section $ b
1609.1.2.2 of the FBC. a N N
a z
4, For 2x stud framing construction,anchoring of these units shall be the same as that shown 6 w
for 2x buck masonry construction. y
5, Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect. o
i
TABLE OF CONTENTS N a
•v" SHEET# DESCRIPTION
o OVERALL: DESIGN PRESSURE PS i
1 Typical elevation,design pressures,&general notes o D
2 Door panel detal(s SWING FRAME '.
3 Horizontal cross sections DIMENSION, POSITIVE NEGATIVE ^z o
DATE: 8 25/14 z
4 Vertical cross sections INSWING 37.50"x 98.00" +65.0 -70.0 SCALE: N,T.S.
5 Buck and frame anchoring-2X buck masonry construction MO.ar: AL 'm
s 6 Frame anchoring-I X buck masonry construction
o OLITSWING 37.50"x 96.50" +65.0 -65.0 DRAM Dr: LFS 3
e 7 Bill of materials&components rc
DRAWING NO.:
FL-17184.16 v
10
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SHEET i OF 0
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121
/ TYP.HEAD
MASONRY J JAMBS E z_m m a
OPENING a \ N p u$ 9 d `D a
HINGE DETAIL N 4 m a a
Dz
o k
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G 28 a FRAME —O o xc�i
m �U
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G 27 IXBUCK
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LATCH&DEADBOLTDETAIL 1 F SIL
a
N
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� CONCRETEANCHOR NOTES: 'a fi �
(.Concrete anchor locations at the comers may be adjusted to maintain the min. HINGEJAMB ` a STRIKE JAMB
edge distance to mortarjoints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to FRAME ANCHORING Q
maintain.the min.edge distance to mortar joints,additional concrete anchors Masonry IX buck construction
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
a 3. Concrete anchor table: i
MIN CLEARANCE MIN CLEARANCE;
ve ANCHOR ANCHOR w
EMBEDMENT TO MASONRY 70 ADJACENT a a F
7YPE: SIZE 40ITIN c
TAPCCON° 1/4" 1.1/4" 2" a° z o
ELCO DATE, 8125114
i
mod' ® 1/a" 1.1/a" V, 4" o
ULTRACON scALE- N.T.S.
ITW o 3" 1.1/2"
Mr.BY. AL m
TAPCON DHK.BY: LFS 3
a WOOD SCREW INSTALLATION NOTES: DMWIKG 110.: �
_ 1.Maintain a minimum 3/8"edge distance,("end distance,&I"o.c.spacing of FL—17184.76 °
wood screws to prevent the splitting of wood. sxEEr 6 or 7 "
a
TYP.HEAD TYPMASONRY ,HEAD& ltll�j t+` � a no m z°
&JAMBS /�
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OPENING MASONRY J JAMBS Z m Z
OPENING N I i o ° w
v \ �' �p m4tm
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2
FRAME o ��
0� 22
2X BUCK �N o
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2X8UCK of c�j
NI a a m m
SILL
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LW
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C a M
BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKEJAMB f? a
Masonry2X buck construction w
CONCRETE ANCHOR NOTES: Z$ $
g 1.Concrete anchor locations at the comers may be adjusted to maintain the min, M ,;
edge distance to mortar joinis, z
IU 2.Concrete anch or locations noted as"MAX.O.C.(TYP.)"must be adjusted to "
w
maintain the min.edge distance to mortarjoints,additional concrete anchors 9 N a a
a may be required to ensure the"MAX.O.C.(TYP.)"dimension are not exceeded. 10 r
3. Concrete anchor table
ANC�1t?R ANCO0" MIN CLEARANCE, MIN CLEARANCE
10 'z
Z MIN r onn¢ 8 25 14 °
TYPE SIZE EMBEDMENT TONIASONRY iOADJA'CEN
DWGSCAL, N,AL
owc,or: AL m'
d ITW o 14" 1-1/4" 2" 4"
s TAPCON WOOD SCREW INSTALLATION NOTES: miK.m: LFS 3
g ELCO 1.Maintain a minimum 518"edge distance, o anxc Ho.:
ULTRACONe 1J4" 1-1)4 1 4" 1"end distance,&I"o.c.spacing of wood FL-17184.16 °
n screws to prevent the spfiNing of woad. LATCH&DEADBOLTDETAIL HINGE DETAIL °
SHEF7_.L OF J
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40 20 3d
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INTERIOR EXTERIOR INTERIOR EXTERIOROt
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1 VERTICAL CROSS SECTION l�VERTICAL CROSS SECTION m
4 Inswing shown-outswing 4 Shown w/A sub-buck
o
also approved c F
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INTERIOR EXTERIOR m
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INTERIOR EXTERIOR
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We 8125114
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scAM- N.T.S. °
owc•BY. AL 'm
3 VERTICAL CROSS SECTION IA
VERflCAL CROSS SECTION SECflON cxK.By. LFS a
4 Inswing configuration 4 Oulswing configuration
oRnwwo No.: �
• FL-17184.76 v
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r4 SHEEP ¢ of 7
a
1Y 2 1-1/4"MIN �.`'•L: �i9�4,
4 4 EMB.(TYP.)E 31 FM
p� o°n m z°
a N..
v a c� x Z4
EXTERIOR 7 e Nn 9gia
v a maa�
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2 o Uf
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3 INTERIOR o N
40 ca
27 G o
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M o" _
HORIZONTAL CROSS SECTION E o
3 Shownw/1Xsub-buckHD u o
1.1/4"MIN. 1-1/4"MIN. of Ir
EMB.(TYP.) d p EMB.(TYP.) a a
—sl C 0.15" 0.15"
C'SINK C'SINK g 0 m
'c D L I (TYP.) 3 (4�
4 (TYP.) w
` 1
4 �
20 21 21 20
° a
N
N
hQ z
V 7 8 0
° EXTERIOR EXTERIOR 7 ' �n
R �
R z
a � z
H N
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F ° 10 INTERIOR INTERIOR z a°
z ° L tp 9 40 27 C p ave 8/25 14 z
lll�?JJJ
M SCALM N.T.S. 9
li Oers.OY: AL M,
s Cw<.or: LFS i
e E 1 HORIZONTAL CROSS SECTION ��HORfIONTAL CROSS SECTION ORAINNO NO.: a
Inswing shown-outswing 3 Inswing shown-outswing E FL-17184.16 °
y also approved also approved SHEET 3 Or 7 °a
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