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4
FL # FL17184-R7
~ a'•'1 9a�
Application Type Revision
Code Version 20.17
Application Status Approved
Comments
Archived El
Product Manufacturer RECEIVED Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email NOV ®5 2020 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
Permitting Department (440) 969-9773 Ext 16
St, Lucie County rickw@rwbidgconsultants.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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17184 R7 COI (d) Certificate of Independence.pdf
Referenced Standard and Year (of Standard) Standard 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
ASTM E331 2000
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17184 R7 Equiv (a) Equivalency of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/21/2019
L11111LD W1 VDC 111DLO11QLIV11 111DL1 U%.L1Y11D
Approved for use in HVHZ: No FL17184 R7 II (b) Inst 17184.4.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 17184.4 for any additional use limitations, FL17184 R7 AE (a) Eval 17184.4.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.5 e. Fiberglass Door "Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (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 FL17184 R7 II (a) Inst 17184.5.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 17184.5 for any additional use limitations, FL17184 R7 AE (b) Eval 17184.5.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.6 f. Fiberglass Door "Impact" Fiberglass Opaque Double Door 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 FL17184 R7 II (c) Inst 17184.6.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 17184.6 for any additional use limitations, FL17184 R7 AE (b) Eval 17184.6.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.7 g. Fiberglass Door "Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (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 FL17184 R7 II (a) Inst 17184.7.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 17184.7 for any additional use limitations, FL17184 R7 AE (b) Eval 17184.7.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.8 h. Fiberglass Door "Impact" Fiberglass Opaque Double Door with or without Sidelites
(XX or OXXO) Outswing/Inswing Configurations up to Nominal
8'0 in Height
Limits of Use Installation Instructions
Anrnrnvea f^" use iw L1\/Y7. hl- M 1 71 PA D7 TT (M Tn + 1 71 PA Q n AF
lldlC rt2nu,,iiJ, rDl, mppuvdi UJ/U1_/LU17
„ Date Approved 04/16/2019
Date Revised 07/21/2020
Summary of Products,
Go to Page l Page 1 / 2
FL # Model, Number or Name Description
17184.1 a. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidelite(s)
(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 FL-17184 R7 II J12) Inst 17184.1.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 17184.1 for any additional use limitations, FL17184 R7 AE (b) Eval 17184.1.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.2 b. Fiberglass Door "Impact" Fiberglass Glazed Double Door 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 FL17184 R7 II J12) Inst 17184.2.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 17184.2 for any additional use limitations, FL17184 R7 AE (b) Eval 17184.2.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.3 c. Fiberglass Door "Non-Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (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 FL17184 R7 II (c) Inst 17184.3.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 17184.3 for any additional use limitations, FL17184 R7 AE (a) Eval 17184.3.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.4 d. Fiberglass Door "Non-Impact" Fiberglass Glazed Double Door with or without
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nnminal W0 in Heiaht
i .
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LOS ANGELES, CA 90045 �.` Cr.
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GENERAL NOTES
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0 1. This product has been evaluated and is in compliance with the 6th Edition
(2017)Florida Building Code(FBC(structural requirements excluding the q? 0 0 0 0 3W v Jw
"High Velocity Hurricane Zone"(HVHZ(. o X , a�
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2. Product anchors shall be as listed and spaced as shown on details.Anchor N x o n a
R embedment to base material shall be beyond wall dressing or stucco. ao °° OX o a
3. When used in areas requiring wind bome debris protection this product ''m
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an
oimpact resistant covering.This product meets missile level"D"and includes OXO
„ Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&
R301.2.1.2.1. ° F v
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a4. For 2x stud framing,construction,anchoring of these units shall be the same e w o
as that shown for 2x buck masonry construction.
a 5. Site conditions that deviate from the details of this drawing require further XO o 0
ry
aengineering analysis by a licensed engineer or registered architect. o 0
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TABLE OF CONTENTS MAX. MAX.SIDELITE DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF)
SHEET# DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWING �N a
1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE o
Q 2 Door panel details ^ o 0
�E 3 Sidelite panel details and glazing detail X 37.5"X 82.0" N/A +65.0 -70.0 +65.0 -65.0 N—z n
4 Elevations DATE,02/21/12 i
5 Horizontal cross sections 50.0 -50.0 50:0 -50.0
OX/XO 76.25"X 82.0" 20.5"X 62.63" + + scAiE: N.T.S.
6 Vertical cross sections Ow0 m: JK m
7 Vertical cross sections
o B Buck anchoring OXO 1150'X 82.0" 20.5"X 62.63" +50.0 -50.0 +50.0 -50.0 CHK.BY. LFS 3
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„ 9 Frame anchoring DRAMINO NO.: N
10 Bill of materials and components FL-17184.5
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IN I = N FIBERGLASS DOOR P/.F— No. 434-09 �I77'O'Ic '*
a p 1— ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FF8C JK PART OR ASSEMBLY: /r��/BUILDING CONSULTANTS, INC.
1a. y z cn i 04122115 UPDATE i0 5TH ED. 2014 FBC JK DOOR PANEL DETAILS d 1i 4V P•O. Box 230. Valrfco, FL 33595
0 to fv NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®201 2 R.W.BUILCINe CCNBULTANTe INC.
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Ia, I o N FIBERGLASS DOOR P.E. No. 43409
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r1 ` .1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY- /�[[I11/,1I�BUILDING CONSULTANTS, INC.
IO U. N NO D 15 UPDATE 70 STH ED. 2014 FBC Y VERTICAL CROSS SECTIONS d I�YY P.O. Box 230, Volrlco, FL 33595
Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
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CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. >a.
edge distance to mortar joints.
Concrete anchorlocaffons noted as"MAXON CENTER"must be adjusted to
maintain the min.edge distance to mortar Points,additional concrete anchors z
:8 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
0 d: 3.Concrete anchor table;
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DATE 02121112 M ITW " —L, N.T.S.
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W—Ointoin OD SCREW INSTALLATION NOTES. EPAYRNO iTO-
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woad screws to prevent the splitting of wood
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2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortarjoints,additional concrete anchors G 1X BUCK 1X BUCK H i
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 9 a
a Concrete anchor fable: 28 M 2X BUCK 2X BUCK K
g MIN OLEARANCIi MIN CLEARANCE a
pMCHOR ANCHOR MIN TQ;MASONRy TOADJACEM 10 h a 0 o
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B 2X BUCK(SG>=0.42) WOOD ~�••.,z
C 1/4"MAX.SHIM SPACE
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL i���i' �c �.���` z d oM'o 0
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 2B HEAD a SIDE �v111 I �� g N z
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301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v o c z
F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56' a \1 `b S u g g o `o a
G 3/I6"X 31/4"PFH ITW CONCRETE SCREW STEEL V N m a:
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H 1/4"x 3-1/4''PFH ELCO OR ITW CONCRETE SCREW STEEL o �~217—►( JI 4
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o-� E 9`o Z
K #9 X 2-1/7'PFH WOOD SCREW STEEL 8a
s L #10 X 2-1/7'PFH WOOD SCREW(1.15 MIN.EMBEDMENT) STEEL T} I I
6 M #8 X 7'PFH WOOD SCREW STEEL I 2.44'---t--2.13'__j
N 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL SIDEl11ESPACER
7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD a SIDE 29 ISSLe o
B COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 21 Poly fib STE zo
9 4"X 4"BUTT HINGE STEEL om Z,0
10 #9 X 1"PFH WOOD SCREW STEEL 3 M L-o
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20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.56" 43
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21 POLY FIBER JAMB COMP./VINYL 4.56" =I o
27 LATCH STRIKE PLATE STEEL
s 28 DEADBOLT STRIKE PLATE STEEL &
4 29 SIDELITE SPACER(ISSLB) PVC m
30 DOOR SWEEP PVC
31 OUTSWING THRESHOLD BY UP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY UP(ISHC) ALUM.
g O ING THRESHOLD INSWING THRESHOLD
0 33 INSWING THRESHOLD BY DLP(ISCS) ALUM. WOOD 31 pi 33 ISCS
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34 SIDELITE THRESHOLD BY UP(ISH/EIS) ALUM./WOOD 1414
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35 TRIM WOOD
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36 OUTSWING ADA BUMP THRESHOLD ALUM.
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 5'
60 SIDELITE PANEL-SEE SIDELTTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4.67
88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD
32 ADA SILL
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srOELRE THRESHOLD ^ o i
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36 OUTSWING ADA BUMP THRESHOLD rc
DRAWING NO.:
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