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Fl-#
7184-113
Application Type
Revision f
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida license
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Plastpro Inc. / Nanya Plastics Corp.
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(4440) 969-9773 Ext 16
rickw@rwbldgconsuitants. com
Vivian Wright
ritkW@iwbidgconsultants.com
Scott Johnson
5200 W Century.Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scot#ohnson@plastproinc.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation & Management Institute
12/31/2018
Ryan 3. King, P.E.
Validation Checklist - Hardcopy Received
FL17184 R3 CQI Certificate of Independence odf
Standard.
AAMA/WDMA/CSA101/I. S.2/A440
ASTM E1886
ASTM E086
ASTM E1996
ASTM E1996
ASTM E1996
ASTM E330
TAS 201, 202, 203
Year
2005
2005
2002
2002
File ile copy'.
-A
2005
2002
1994
Approved for use in HVHZ: No
FL17184 R3 II Inst 17184 6 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 17184.6 for any additional use limitations,
I FL17184 R3 AE EVAL 17184 6 odf
i installation instructions and product particulars.
i Created by Independent Third Party: Yes J
17184.7
g. Fiberglass Door
Up to a 3'0 x 8'0 Glazed "Non -Impact" Fiberglass Single Door
With a Sidelite (OX or XO Configurations) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184.7. pdf I
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 17184.7 for any additional use limitations,
F117184 R3 AE EVAL 17184 7 pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
t
( 17184.8 h. Fiberglass Door
i
Up to :a 3'0 x 8'0 Glazed "Non,Impact" Fiberglass Single Door
I
I with Sidelites (OXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184 8 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 1
Other: See INST 17184.8 for any additional use limitations,
FL17184 .R3 AE EVAL 17184 8 odf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.9
I
1. Fiberglass Door
Up to 60. x 8'0 Glazed "Non -Impact" Fiberglass Double Door
(XX Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No.
FL17184 R3 II INST 17184 9 odf
Approved for use outside HVHZ: Yes
Verified Byc Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other See`INST 17184.9 for any additional use limitations,
FL17184 R3 AE EVAL 17184 9 odf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.10
�j.berglass Door
UP to a.6'0 x 8'0 Glazed "Non -Impact" Fiberglass Double Door
with•Sidelites (OXXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved foruse in.HVHZ No
FL17184 R3 II INST 17184 SOpdf
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 17184.10 for any additional use limitations,
FL17184 R3 AE EVAL 17184 10 odf +
installation instructions and product particulars.
Created`by Independent Third Party: Yes
17184.11 I
k. Fiberglass Door I
Up to a 3'0:x 6'8 Opaque "Impact" Fiberglass Single Door (X
l
C
Configuration). Inswing/Outswing
Limits of Use
Installation instructions
Approved. for use in HVHZ: No
I_17184 'R3 II INST 17184.11_nrlf
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 17184.11 for any additional use limitations,
FL17184 R3 AE EVAL 17184 11 pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.12
1. Fiberglass Door
Up to a 3'0 x 68 Opaque "Impact' Fiberglass Single Door with
a Sidelite (OX or XO Configurations) inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184 12 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 17184.12 for any additional use limitations,
fL17184 R3 AE EVAL 17184 17 odf
installation instructions and product particulars.
i
Created by Independent Third Party: Yes
17184.13
m. Fiberglass Door
Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Door with
a Sidelite (OXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No.
R-17184 R3 II INST 17184 13 odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure:
Created by Independent Third Party: Yes
,N/A
Other. See INST 17184:13 for any additional use limitations,
Evaluation Reports
FL17184 R3 AE EVAL 17184 13 Ddf
Installation instructions and product particulars.
Created by Independent Third Party: Yes i
plastpro
M-it
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045 '.�S••..
OPAQUE. FIBERGLASS .DOOR
►NSW►►VG / OUTSWING
IMPACr'
GENERAL NOTES
1. This: product has been evaluated and is in compliance w)th the 5th Edition (2014) Florida
Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone"
(HVHZ).
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 complies with Section
1609.1.2 of the FBC and does not require an impact resistant covering. This product meets
missile level"DI and includes Wind Zone 4 as deFlnedin ASTM E 19M and Section 1609.1.2.2 of
the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for
2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysts
by a licensed engineer or registered architect.
iABLE.OF CONTENTS
SHEET#
I DESCRIPTION
Typical elevation, deslgn pressures, R general notes
2
Door panel details
3
Horitontal cross sections
4
Vertical cross sections
5
Buck and fromeanchoring -2Xbuck masonry construction
6
Fromeanchoring -IXbuck masonry construction
7
Bill of materials & components
V
(V K
37.50" MAX. OVERALL a
FRAME.WiDTH
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OVERALL `
FRA/u(E
,,,DlMENSIt?N_
Dl SGN PRESSURE (PSl
PfJS1T1VF�
NEGATLVt: °
INSWING
37.50" x 82,00"
+65.0
-70.0
OUTSWING
37.50" x 80.50"
+65.0
-65.0
owc. sy: AL
cKK. By. LFS
ORFL"-1 NO,;
FL17184.11
R1Cfients\Plattpm.In, PERMANUC\Flmido Roduct Appmvals\FL-17184\C- Drawing$\CuncntlFL-17184.1l-.2odvS 2.1
792S MAX. DOOR PANE. HEIGHT
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No. 43409
....w....... rraParaa
PLASTPRO Lyn F- Schmidt F101aD1,•..'
IN V o 2 N FTSERCLASS DOOR P.E. No. 43409
I�
to m ��)p lllillt�`
41
04PART OR ASSEMBLY: }{ BUILDING CONSULTANTS INC. ca to 7 ' 22 15 UPA4TE TO 57H EO. (2014). FBC JK J 1��� P.O. Box 230. Velrico. FL 33595
NO DATE BY DOOR PANEL DETAILS Phone No.: 813.659:9197
REVISIONS FBPE CJA. No: 9813
R'llentsVbstp%InC PERMANWROcrida Produti Approv4s\FL-17181\C- Drawings\Cunert\Fl--17184.11.2odwo. 3.1:
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UPDATE TO 5TN, ED.(2014) FBC.
. JK.
NO
DATE I
gy
``�`%SC 4lIIIi
No.48409 r
�lzz.r
PR-
PIASTPRO
Dveumanta.Prep—r %rl,�I
Lyndon F. Schmidt R
FIBERGLASS DOOR
RE No_ 43409 IIIIN1Q
'PART OR A4S—LY:
RC(�/ BUILDING CONSULTANTS, - INC.
HORIZONTAL. CROSS SECTIONS
i�I�' P•o. sox 23D, Valrieo. FL 33595
Phone No.: 813.659:9197
FBPE C.R. No. 9813
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INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
O
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VERTICAL CROSS SECTION
Inswing shown=outswing
2 ` -VERTICAL CROSS SECTION
a�
also approved
4 - Shown w/iX
sub -buck
0 `
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a
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
AO
lip
s
m
z
30
31
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w
33
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4
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Dale 8 25 14
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SCRLe N.T.S. °
DWO.8W AL m'
%31
VERTICAL CROSS SECTION
4VERTICAL CROSS SECTION
cBK. BY. LFS 3
DaavnNc No.: a
v
FL-17184.11
0
q Inswingconfiguraiion 4 OUISwing.configuration
SHEET
4. DF J N
f
MASONR'
OPENNNC
I
2X BUf
BUCKANCHORING HINGEJAMS
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mmiar joints:
2. Concrete anchor locations noted as "MAX. ON.CENTER"must.be adjusted to
maintain the Mtn. edgedistance to mortorjolnts, additional concrete anchors
maybe required to ensure the "MAX. ON CENTER"'dimension are not exceeded.
3. Concreteanch'ortabiet
ANCfOR
ANCi10R
'M!N
MIN GIEiIRANC[i
MtN CLEARaNC�
TYRE
S1IE
EMBEDMENT
TO MASONt2Y
TO ADJACENT
..._..
.,
....._EDGE
AN.CHOR.....:
ITw
TARCON
1/4"
1-1/a"
2"
4"
EL. C
ULTRACONe
1/4"
1.1L4"
1"
4"
WOOD SCREW INSTALLATION
NOTES:'
Mal t�
d dldnnra. R f"n n ennnrnp.nf
1. Maintain a minimum 5/t3 edge distance, 1 en
wood screws to prevent the splitting of wood.
W. �.
zo
�
''irrrNrl�
TYP. HEAD 8:
t
MASONRY
JAMBS
g
OPENING
�Cll
V
FRAME
2X BUCK
•a
F TYP. SILL
STRIKEJAMS
RLJ
•a
FRAMEANCHONNG
Masonry 2X buck construction
HINGE DETAIL LATCH & DEADBOLT DETAIL
va. ay, AL
e ar: LFS
NWtl7a Na.:
IL —Ill 14.I1
�r 5 6F 7 a
. a
I
MASONRY TYP. HEAD &
JAMBS
OPENING
FRAME
1 X BUCK
M F TYP'.
SILL
�a
a
a'o
HINGE JAMB FRAME ANCHORING
Masonry I buck construction
CONCRETE ANCHOR NOTES:
I. Concrete anchorlocatlons at the corners may be adjusted to maintain the min:
edge dfstance.famortarjoints.
Z Concrete anchor locaftons noted as MAX. ON CENTER"must be a$justed to
maintain the min, edge distance.to modar jotnfs, additional concrete anchors
maybe;requtred.fo ensure fhe MAX. ON CENTER dimension are not exceeded.
3. Concrefeanchartable.
ANEli
ANCHOR
M!N
MfIV GLEARANCte;
MrN OLEARAK?
TYPE
EMBEbM6NT
TO MASONRY
70 ADjACEM
,St�E
;... :,.
,.:.:EbGE •,;;:
..:ANCHOR . ;':.
PC-1/4"
TAPCON
2"
4"
ELCO ®
ULTRACON
1 4"
1.1/4"
1"
4"
WOOD SCREW INSTALLATION'
NOTES:
MdI fc'
If H11 .I. R. 1 f.,,.,-r.,rt.,r
I. Maintain a minimum 5/8 edge distance, I er
wood screws to prevent the s�Ning of wood.
STRIKE JAMB
HINGE DETAIL
LATCH 8 DEADBOLrDETAIL
N.T.S.
BY: AL
BY., LFS
NO ha;
-17184.11
8 of 7 <
• .............
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/ _. ��/•� J O.InO m
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456" 456" ---�j y` �� Oa 9 0 °' n
cm
o a m aaa
a
O
E bz
N 4! LF
20 NEAD &S1DE 2i HEAD 8 S1DE
Jamb Poloberlamb o0 5
0 I .
`^ I -"a"
m
w DU.
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R
X
0o W1NG THRESHOLD �1 LNG ING 7NRFSNOLD o
s
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DATE 8 25 14 °z
srvF N.T.S. 9
DWO, BY. AL m
CHx. BY: LFS 3
DBAVONO ND.;
FL-17184.11 a
- o
d SHEEP 7 OF % N
BILL OF MATERIALS
11EM DESCRIPTION MATERIAL
A
1XBl1CKSG>=0.55
WOOD
B
2XBUCKSG>=0.55
WOOD
C.
1/4"MAX: SHIM SPACE
O
1 /4"X 2�/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL.
E
.MASONRY', 3,OOD PSI MIN.'CONCItETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO'ASiM:C_90
CONCRETE
F
1/4"X 2-i74"PFH ELCO OR ITW. CONCRETE SCREW
STEEL
G
3/16" X 3-1/4".PFH ITW CONCRETE SCREW
STEEL
H
1 /4'' X 3-1/4"PFH ITW CONCRETE SCREW
STEEL
J
1 /4'.' X 3.3/4"PFH ELCO OR BW CONCRETE SCREW
-STEEL
L
#10X2-1/2"PFH WOOD SCREW
STEEL
M
#8 X 2-i /2" PFH WOOD SCREW
g'�
6
.SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4"HINGE
STEEL
10
#10X3/4"PFH .WOOD SCREW
STEEL
20
JAMB FINGER -JOINT-PINE
WOOD
21
POLYFIBER;'COMPOSITE JAMB
POLYFIBER
27
LATCHSTRIKEPLATE
STEEL
28
DEADBOL7PLATE
STEEL
30
DOOR SWEEP
31
OUTSWING THRESHOLD BY DLP QOSH}
ALUM,J WOOD
33
INSWING THRESHOLD BY DLP ISCS ..ALUM.
WOOD
40
:DOOR PANEL =SEE DOOR PANEL DETAIL SHEEP FOR CQNSTRUCTION'DEIAIL&
-
41
DOOR SKIN MIN.0.075"THICK PLAST-PRO/NANYA F .=11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH. &HINGE STILE
CELLULAR PVC
44
REINFORCEMENT WOOD FOR LOCKS
WOOD
45
BOTTOM RAIL
CELLULAR PVC
46
FOAM CORE
POLYURETHANE
47
LATCH & HINGE STILEREINFCIREEMENT
LVL