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Product Aooroval Menu>Product or Application Search>Application List>Application Detail MAY 01 2019
FL# FL15210-116
sT, 6gelg Sgynty, Permitting
Application Type Revision _ _..
Code Version 2017
Application Status Approved
Comments
Archived L1
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 Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C] 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 1.King,P.E.
I:l Validation Checklist-Hardcopy Received
'Certificate of Independence FL15210 R6 COI (aa)Certificate of Independence.ocif
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
ASTM G26 1995
G 155 2005
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15210 R6 Equiv (a)Equivalency of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/18/2017
Date Pending FBC Approval 09/20/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-
Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1.1)df
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 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.1.1)df
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.2.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 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b).Eval 15210.2.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.1)df
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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 3 odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-
Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.4.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 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.4.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R6 II U Inst 15210.5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
,H E
lastpro •.•p
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045 c M A
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37.0"MAX.OVERALL e n oNx1*Zqo
zSmooth / WoodGrain/ White Wood Grain FRAME WIDTH eRustic/Mahogany i W
5Series O Fiberglass Door
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INSWING/OUTSWING
immcT
GENERAL NOTES O z
L Z
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Buildingzo z
Code (FBC)structural requirements including the`Haigh Velocity Hurricane Zone"(HVHZ). z O a o z
2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base g d,y
u material shall be beyond wail dressing or stucco. _ = Q ate
mi
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s 3. When used in the"HVHP ibis product complies with Section 1626 of the Florida Building Code and Xf
does not require an Impact resistant covering. J & a
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4. When used in areas outside of the"HVHZ"requiring wind bome debris protection,this product
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. O O
This product meets missle level"Wand includes Wind Zone 4 as defined in ASTM E 1996 and FBC ebi M m m
Sections 1609.1.2.2&R301.2.1.21.
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5. For 2x stud consiniction,anchoring of these units shall be the some as that shown for 2x buck masonry G N
construction. m
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s 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
G licensed engineer or registered architect.
�. O FO
7. Outsw ing configurations meet water infiltration requirements for HVHZ".Ali other configurations do 1
not meet the water Infiltration requirements for the"HVHZ'and must be installed only in non-habitabte 9,
areas or at habitable locations protected by an overhang or canopy such that the angle between _
the edge of canopy or overhang to sill Is less than 45 degrees. w a
TABLE OF CONTENTS N o a
SHEEP N DESCRIPTION SHEEi B DESCRIPTION
1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to MasonryMAx DESIGN PRESSURE(PSF) a z
2 Door Panel Details 8 3-point lock deta is CONFIGURATIONFRAME` rule 02 t 6 t2 i
3 Horizontal&Vertical Cross Sections(2X Buck 9 3-point lock details DiMENSIOhl, POSITIVE NEGATIVE N.T.S. °
4 Horizontal&Vertical Crass Sections iX Buck) 10 Buck and frame anchoringow:.B" JK
'
5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82ff +75.0 -75.0 m
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6 Vertical Cross Sections(Thresholds) 12 Bill of materials MAW=No. a
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FIBERGLASS DOR P.E. No. 43aoe
- 'Wilts,
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f p X In 1 3 9 75 UPDATE TO STH ED. 2014 FBC JK if�.t/1�P.O. Box 230, Valrfco• FL 33599
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REVISIONS COMPONENTS pePE C.A. No. 9813
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B 2X BUCK SG>=0.55 WOODC 1/4'MAX.SHIM SPACE
D 114'X /4'PFH ELCO OR ITW CONCRETE SCREW STEEL /'',���rrrnll
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
E CONCRETEo v x.d
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 x � o
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL Q 8 w 9 o o a
I 1/4"X 13/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m n a T
,q J 1/4'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o
K 1/4"X 2-1/4"ITW CONCRETE SCREW STEEL cvi
L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL a
M 3/16"X 2-114"ITW CONCRETE SCREW STEEL
N 3/16"X 2-3/4'11W CONCRETE SCREW STEEL
s P 1/4"X 2-IM PFH ELCO CONCRETE SCREW STEEL
K22
POLY FIBER JAMB COMP./VINYL a
d FINGER JOINTED PINE FRAME WOOD
zo
WEATHERSTRIP FOAM
0 DOOR BOTTOM SWEEP VINYL
a `�
4"X 4"BUTT HINGE STEEL
W
#9 X 3/4 PFH WOOD SCREW STEEL �� m
s 3 POINVTONGUF MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL of o
23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o
N 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL °
27 LATCH STRIKE PLATE STEEL ag
M
z 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL
29 ADATHRESHOLD ALUM '
30 OUTSWING THRESHOLD ALUM/WOOD 4
31 OUTSWING THRESHOLD ALUM/WOOD N N
32 OUTSWING THRESHOLD ALUMIWOOD cn
33 OUTSWING THRESHOLD ALUM/COMP B 8
34 OUTSWING THRESHOLD ALUM/WOODto
? O1
y F 36 INSWING THRESHOLD ALUM/COMP �
37 INSWING THRESHOLD
ALUM/WOOD
38 INSWING THRESHOLD ALUM/COMP
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
n 55 lox 1-1/2"PFH SCREW STEEL
�1 N
57 BACKING PLATE STEEL
58 #8 X 2"PFH WS STEEL n
60 MULTIPOINT STRIKE PLATE STEEL =
62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL
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02 1612 N.T.S. °s JKr. LFSDPJsw NO.:
-i 5210.1 12 of 17
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