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Product Approval Menu, Product or Anplicatiori Search•> Ariplication List > Application Detail
FL # 17184-R3
Application Type Revision
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 13LVD.
LOS.ANGELES, CA.90045
(440) 909-9713 Ext 16
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbl dgconsulta nts. com
Scott,Johnson
5200 W Century Blvd.
Los Angeles,..CA 90045
(446) 969-9773 Ext 18
scottjohnson@pfastproinc.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 J. King, P.E:
."r Validation Checklist- Hardcopy Received
FL17184 R3 COI Certificate of Independence pdf
Standard
AAMA/ W DMA/CSA101/I. S. 2/A440
ASTM E1886
ASTM E1886
ASTM E1996
ASTM E1996
ASTM E1996
ASTM E330
TAS 201, 202, 203
Year
2005
2005
2002
2002
2006
2005
File C®� 1994
:A121---w.
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/10/2016
Date Validated 04/18/2016
Date, Pending FBC Approval 04/18/2016
Date Approved 06/08/2016
Summary of Products
Go to Page Page 2 / 3
FL #
Model, Number or Name
Description
17184.21
u. FiberglassDoor
Up to a Y0 x 618 Glazed "Impact" Fiberglass Single Door (X
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved foruse in HVHZ: No
FL17184 R3 II Inst 17184.21.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 17184.21 for any additional use limitations,
FL17184 R3 AE Eval 17184.21.pdf
Installation instructions and product particulars.
Created; by IndependentThird Party: Yes
17184.22
v. Fiberglass Door
Up to a 3'0_x 68 Glazed "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 17184.22.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 17184.22 for'any additional use limitations,
FL17184 R3 AE Eval 17184.22.pdf
Installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.23
w. Fiberglass Door
Up to a TO x 68 Glazed "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 17184.23.odf
Approved for use outside HVHZ:' Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by.Indepeiident Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.23 for any additional use limitations,
FL17184 R3 AE Eval 17184.23.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
x. Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design. Pressure: N/A
Other: See INST 17184.24 for any additional use limitations,
installation instructions and product particulars..
17184.25 1 y. Fiberglass Door
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 17184.25 for any additional use limitations,.
Installation Instructions and product particulars.
Up to a 6'0_x 6'8 Glazed "Impact" Fiberglass Double Door(XX
Configuration) Inswing/Outswing
Installation Instructions
FL17184 R3 II Inst 17184.24.odf
Verified; By: Lyndon.F. Schmidt, P.E. 43409
Created" by IndependentThird Party: Yes
Evaluation Reports
FL17184 R3 AE Eval 17184.24.odf
Created by Independent Third Party: Yes
Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door with
Sidelites (OXXO Configuration) Inswing/Outswing
Installation Instructions
FL17184 .113 'II Inst 17184.25. odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation. Reports
FL17184 .R3 AE Eval 17184.25.pdf
Created by Independent Third Party: Yes
17184.26 z. Fiberglass Door Up to a nominal 3'0 x 7'0 "Non -Impact" Glazed Fiberglass
Single Door with or without "Non -Impact" Sidelites (X, XO or
OX, OXO Configurations) Inswing/Outswing,
r
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5200 W. CENTURY BLVD. z o� ; 0-1
LOS ANGELES, CA 90045 �'+.., ,,� N
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GLAZED FIBERGLASS DOUBLE DOOR �9�
INSWING / OUTSWING z
IMPACT �Z
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GENERAL NOTES20 5� W
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1. This product has been evaluated and is in compliance with the 511h Edition (2014) Florida Building W z o
Code (FBC) structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). &I a
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2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base x x
material shall be Beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with Section o o
1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile R3
level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1601.1.2.2 of the FBC. z iE o
4. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2x ? 6 C
buck masonryConstructlon. o
iz
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by alicensed engineer:or registered architect. 812
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TABLE
OF CONTENTS
3REETft
.pE$CRiPttO1V
1
typical elevation, design8 general notes
2
.pressures,
Door panel details
3
Hor¢onialcrosssections
4
Vertical cross sections
5
Buck and frame anchoring - 2)( buck masonryconsliirction
b
Frame anchoring - 1 X buck masonry construction
Z
Astragal details
B
.Bill of materials, grazing detail 8. components
X
o
X
i
i
OVERALL
. OVERALL
GLASS
DESIGN PRESSURE (PSF)`
SWING
FRAME
TYPE_
NEGATfVE.
L)IA�tENSIOIV
-DIMENSION, �
_
PgS1TlVE
INSWING
74.00" X 82.00"
20.50" x 62.75"
{.50;Q
-50.Q
G7
OUTSWING
74.00" x 80.50"
20;50" X b2'.75"
•h$Q[Q
:$Q,Q
7925' MAX. DOOR PANEL HEIGHT
627Y MAX: DLO. HEIGHT ,I
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PLASTPRO INC..
FIBERGLASS DOOR_
OoaumanN Pmpamd. By.
Lyndon F. Sefimtdc �ii�,�~' .!201a0�` •� ���
P.E No. 43409
�{ BUILDINGBox CONSULTANTS, INC.
J l• P.O. Box 230, VaIHw.., F4.33598
Rhona No.: 873.659.9197
FBPE -CA No. 9B13
3
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DID ADA O.S. BUMP .THRESHOLD
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PART OR ASSQABLY:
DOOR PANEL DETAILS
1.
4 12 15
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By
REVISIONS
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4 22 i5 UPDATE TD 5LH '.(77: 2014 PBCr1 T' P.O. Box'230, Voldog.. F1. 33595
DATE BY HORIZONTAL CROSS SECTIONS Phone No.: a13.659.9197
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MASONRY7
& JAMBS
OPENING
I I11
2X BUCK-,,,
ASTRAGAL II
SHOWN FOR
REFERENCE
ONLY
CU5
BUCK ANCHORING
HINGE JAMB
CONCRETEANCHOR NOTE:
I Concrete anchor locations at the comers may be adjusted.to maintain the min.
edge distance to mortqrJoInts.
2. concrete anchor locations noted cis "MAX. ON CENTER'. must be adjusted: to
maintain the min. edge dlstdnce to mortorloInts, additional concrete ahchols
may be required to ensure the'WM. ON CENTER" dimension are not exceeded
3. Concreteanchor table:
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TAPcON6
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1.1/4"
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VVUUV,50?FVV INSIALLA11UN NUIbY:
7. Maintain a minimum 518" edge distance, I" end distance, &I" o.c. spacing of
wood screws to prevent the splitting of wood.
4- 6'
—7-
17
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-T
MASONRY
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JAMBS 11
FRAME -/
ASTRAGAL II
SHOWN FOR,
2X BUCK
REFERENCE
Q
0
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II IN
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DETAIL SILL
FRAME ANCHORING ASTRAGAL STRIKE JAMB
Masonry 2X buck conftctlon
(71)
2,D9- HOLE
DETAIL 2 DIA,
DETAIL I
OuWng configuratlon
L HOLE
3/9'DIA.
DETAIL I .
ImWng configurallon
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23
27
LATCH DEADSOUDETAIL
HINGE DEFAIL.
M 8/25/14
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FRAME SHOWN FOR
II REFERENCE. ONLY
II
iX BUCK
II N TYP,
SEE DETAIL I I SILL
HINGE JAMB FRAME ANCHORING
Masorxy IX buck conshucflon
I CONCRETEANCHORNOM
1. Concrete oncharlocallonsof the comea maybe aditated to malntah the Mtn.
F edgedlsfance to mortarjolnts.
f 2 Concrete. anchorlocafionsnoted as MAX. ONCFMER°mustbuco7ustedto
malnfoln the mrn. edge d[grairce to mortarJotnls, addrtiooncrete anchors
nal c
maybe requred fo ansare ttta MAX. ON CHdTER" dkneraton ®a notexceeded.
j 3. Concrete anchortobre
'ANCHOR
ANCHOR
'- MIN '
MIN £iEARp'HCE
MfN CLEARANCE:
-
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EMBpDMENT
TOMASOIJRY
TQrTQJACENT-
_t'ryPE
,SITE
4. ,
...r ANCHOR
ITW
TAPCON
_
4-
ELCo
ULTRACON
1/4"
1.1/4"
1"
4°
WOOO SCREW
INSTALLITION NOTES:.
d distance.d T^ae. soactna of
Ta oN°
I. Mahtotn a mintmum 5/8' edge dofonce, t en
woodscrews to prevent the spGtfing of wood.
ASTRAGAL STRIKE JAMB
HOLE
S DIA.
DETAIL 1
IrisMng'configuration
NOTE l
HINGEDETAIL
LATCH & DEADBOLT DETAIL
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2.09"
DETAIL 2
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Outsvingconfiguration
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PIASTPRD INC. Lyndon F. Schmidt ���� RORIDI'` •'� ���
w FIBERGLASS DOOR P.E No. 43409 �i�/��•�
�. D) r.. y N 2: 3.10 16 AUDEO ADA O.S. BUMP TRRESNQLD JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC.
I0. N ,�'[4 1 15 UPDATE T0..5TN m. (I . FBC .JK AS1'RAGAL DETAILS P.O. Box 230..Valhco.. FL 33595
44 0 DATE BY Phone No.: 813.659.9197
REVISIONS. FBPE CA No. 9513
Q 20 1 4 R.W. BUILDING CDNWLTAN a 1' iC.
DIU OF MATERIALS.
REM
DESCRIPTION._
MATERIAL
ITEMI
DESCRIPTION
MATERIAL
A .
IX BUCKSG >= 0.55
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
B
2X BUCK SG>= 0.55
WOOD
23
#8 X 3"PFH WOOD SCREW
STEEL
C
1 /4' MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
114" X'2.3/4' PFH ELCO OR 11W CONCRETE SCREW
STEEL
2&
DEADBOLT PLATE
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO A
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
30
DOOR SWEEP
31
OUTSWING THRESHOLD. BY DLP
ALUM, / WOOD
F
1/4" X 2.1 /4" PFH ELCO OR ITW.CONCRETE SCREW .
STEEL
32
ADA THRESHOLD
ALUMINUM
G
3/I6." X 3-1 /4"PFH ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD BY DLP
ALUM. / WOOD,
H
I/4' X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
36
0 JTSWING ADA BUMP THRESHOLD
ALUMINUM
J
1/4" X 3=3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
40
1 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET.FOR CONSTRUCTION DETAILS
L
'#10 X 2-1/2' PFH WOOD SCREW
STEEL
41
1 DOOR SKIN MIN.0.07S'THICK PLAST-PRO/NANYA Fy =•I1,063 PSI MIN.
FIBERGLASS
N
1/4'X 1-3/4"PFH ELCO'.OR ITW CONCREIE SCREW
STEEL
42
1 TOP RAIL
CELLULAR PVC
3
'ASTRAGAL STRIKE PLATE @ HEAD
STEEL
43
LATCH & HINGE STILE
CELLULAR PVC
6
SEALANT
SILICONE
44
REINFORCEMENT WOOD FOR LOCKS
WOOD
7
WEATHERSTRIP
FOAM
'45
BOTTOM RAIL.
CELLULAR PVC
9
4"HINGE
ST
46
FOAM CORE
POLYURETHANE
10
#10X 3/4' PFH WOOD SCREW
STEEL
47
LATCH & HINGE STILE REINFORCEMENT
LVL
20
JAMB FINGER.- JOINT-- PINE
WOOD
51.
ODL LITE FRAME
ALUMINUM
52
#101-3/4" PFH SCREW
STEEL
53
GLAZING COPOUND REDI-SEAL BYODL,:POLYMERICFOAM
P/MERICFOAM
54
STRUCTURAL SILICONE DOW #995
SILICONE
55
SCREW`PLUG
60
ASTRAGAL 606345 ALUMINUM BY DLP
ALUMINUM
61
CONCEALED STIFFENER 6063-76 ALUMINUM BY PLASTPRO'INC.
ALUMINUM
62
SLIDE BOLT ROD
STEEL
63
#8 X 2" PPH SCREW
STEEL
�456
`.HEAD IDE
20 Jumb
s
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• T"RESK01p.
.I+---- 4.56" �I n
41 HEADR'SIDE
Poly fiberjamb
4,56'
33' INS NGTHRESHOLD.
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INTERLAYER
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