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Product Approval Menu>Product or Application Search>A It ation is ,pplication Detail RECEIVED
• FL# FL15210-R6
Application Type Revision APR 2 6 2018
Code Version 2017 U
Application Status Approved ST. Lucie County, Permitting
Comments
Archived 0
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.co-FILE CO
M
Authorized Signature Vivian Wright P",
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 12/31/2018
Validated By Ryan J. King,P.E.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.pdf
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)Eauivalency of Standards.odf
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
# 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)In,..-.1521df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43
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.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or X0;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 Created by Independent Third Party:Yes
product 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 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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.3.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product 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.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product 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 H (b)Inst 15210.5.odf
:;
{ YY } Fa s t r o �t
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5200 W. CENTURY BLVD. %i:
LOS ANGELES, CA 90045 '"•• •••• :
izr mta ss z d m d
Smooth / Wood Grain / White Wood Grain I--37 FRAM WIDTH ---� a n x z j
U V •;
Rustic / Mahogany E z .W
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tK a maga
Series O Fiberglass Door d
INSWING/OUTSWING ® ® E o
"IMPACT'
GENERAL NOTES c9 zz
n z a o
i, This product has been evatuated and is in compliance with the 6th Edition(2017)Florida Building za z
g Code (FBC)structural requirements including the"Nigh Velocity Hurricane Zone'(HVHZ). z da
ON � r-
2. Product anchors shelf be as fisted and spaced as shown on details.Anchor embedment to base LD (5
mater al shah be beyond wall dressing or stucco. w m E)
w
a 3. When.used in the"HVHZ'chis product complies with Section 1626 of the Florida Building Code and X O
does;tot require an impact resistant covering. �
d
y a a
�q 4. When used in areas outside of the"HVHT'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 p
This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC ih
Sections 1609.1.22&R301.2.1.2.1.
ooa
5. For 2x stud consiruchon,anchoring of these units shelf be the some as that shown for 2x buck masonry N N
construction. m
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G 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
tra00
7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do
not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable
areas or at habitable locations protected by an overhang or canopy such that the angle between o
the edge of canopy or overhang to sip Is less than 45 degrees. t2 w
g TABLE OF CONTENTS
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SHEET# DESCRIPTION SHEET# DESCRIPTION
— — —---
1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Dxect to Masonry) MAX. DESIGN PRESSURE(PSF)
a 2 Door Pane]Details 8 3-point lock detailsCONF/GURATION FRAME a,E 02116112 x
E 3 Horizontal&Vertical Cross Sections)2X Buck) 9 3-point lock details DIMENSION POSITIVE NEGATIVE sr"-, N T S
4 Horizontal&Vertical Cross Sections(1 X Buck) 10 Buck and frame anchorin DWI BY: JK m'
s 5 Horizontal&Vertical Cross Sections(Direct to Masonry) i 1 Components X 37.5"x 82.0" +75.0 -75.0
o � aa,w: LFS 3
6 Vertical Crass Sections(Thresholds) 12 1 Bill of materials morNc No.: �
-- See sheets 2 for hardware design pressure limitafions FL-15210.1
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KWIKSET KNOB: SIGNATURE SERIES 175 FOAM CORE
DEADBOLT: SIGNATURE SERIES(960)
(POLYURETHANE-
O SCNlAGE KNOB: "P SERBS(F3i) + 1.9 PCF MIN.) r�i
DEADSMI. V SERI.3(1140/62) 75
o cl"y X SEE HARDWARE TABLE LEVER: FL30$103xP 0
rAMIX DEADBOIT: FD7 SEMS ±75
'
2R
KOPPE MUMPOINT LOCK: HLS9000 3•POINt TONGUE ±50 FIBERGLASS SKIP—. Lu L,
SEE HARDWARE TABLE (0.125 MIN.THK.)
T� ENDURA MULTIPOINT LOCK: TTRLENNKIM 30M(3-PT) t 75
----._-- See sheets 5 and 6 for multipoint lock detah.
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EMB.(M.) EMB.(M.) EMB.(T1p.) SCRE, N.T.S. �
3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION dx
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC17ON 7 lot„ Otect to M 7 Stiotm tJiTect to MasmrY CM.or, LFS
7 Outswln9Shown Y w/4M 9�%16Z1ar>� 7 Stawn D6ecf to Ma Outswlrip oNy w/6 9�/1�6Z jamb 9�N i 6 9/16 Jamb N
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2 7 UPDATE TO BTFt ED. 1017 iBC JK RART OR AmusLy: BUDDING CONSULTANTS, INC.
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(SEE SHEET 7) ���'�`'' 9
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2X BUCK _49/16'JAMB M —O
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BUCKANCHORMG SDWJAM/ PRAMEANCHOMW HINGE JAM! E18 0
Mosm"y constructIon
1 CONCRETE ANCHOR NOTES: DIRECT TO k k
1.Concrete oncnor locations of tine canon may be oo Meed to maintain Ino man DIRECT TO z
e�darcrx*to mortarJohls DIRECT TO MASONRY M S
2 Concrete and"bcathors noted as TMX.ON CENnBrnxat be adpnted to M MASONRY MASONRYLM imointon the min.edge dalonce to malarjoM addnsnd concrete oncnas 1XBUCK Gmor be mauled to mines mo'MAX.ON C'&MW dmerobn oro rot es-coded G 1XBUCK 9 1XBUCK 9
a Concrete anchor toxo: 2X BUCK L
ANCHOR ANCHOR MIN. � MINCLEARANCE`MIN.CLEARANCE 2X BUCK 58 58 2X BUCK 2X BUCK n '
TYPE SIZE EmaEOMENT TOMASONRY TOAPJACENT 1 11 a p c
EDGE ANCHOR 1 X BUCK 11 DIRECT TO z u
"1N • 1/C 1.1/* T * M MASONRY 11 11 �E 02 16 12 =
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I,WOOD SCRaav MLSTALLATION NOTES: OIIMMwtlli
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MemMil a n**TxNn 5/8'edge doonee.rand dBtance,3 1'o.c.spacing d o
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ro NO-2&TBY COMPONENTS •r Phor» No.: 513.639.9197
FBPE CA No. 9813
C 201 2 R.W. c........�s Ira..
BILL OF MAT'EXALS
11®110 Ducarlm A1AIDW
A 1X BUCK SG r-0.55 WOOD %tv�., r 1 m n
B 2X BUCK SG>--0.55 WOOD %. �'•• .. r
C 1/4 MAX.SHIM SPACE ���� ...... �.�• ' o
D 114'X 2314'PFH ELCO OR ITW CONCRETE SCREW STEEL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI i4
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
G 3/16"x 3-1/e PFH ITW CONCRETE SCREW STEEL 0` 9 `o
I 114"X 13/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 7 5W2
J 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL z'
K 1/4"X 2-114"ITW CONCRETE SCREW STEEL
d L #10 X 2-1/2"PFH WOOD SCREW(1.15 MIN.EMBEDMENT) STEEL v�
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL
N 3/16"X 2-3/4 ITW CONCRETE SCREW STEEL
a P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL rn
>X 1 POLY FIBER JAMB COMP./VINYL c;
2 FINGER JOINTED PINE FRAME WOOD z
7 WEATHERSTRIP FOAM r
8 DOOR BOTTOM SWEEP VINYL i�;
9 4"X 4"BUTT HINGE STEEL
g 11 #9 X 3/4 PFH WO0D SCREW STEEL o
d 22 3 POINT"TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEL
23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM STEEL
25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL
29 ADA THRESHOLD ALUM
30 OUTSWING THRESHOLD ALUM/WOOD
31 OUTSWING THRESHOLD ALUM/WOOD R
32 OUTSWING THRESHOLD ALUM/WOOD
33 OUTSWING THRESHOLD ALUM/COMP EL B
34 OUTSWING THRESHOLD ALUM/WOOD
36 INSWING THRESHOLD ALUM/COMP
d 37 INSWING G THRESHOLD ALUM/COMP
36 INSW94G THRESHOLD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
u55 #10 X 1-1/7'PFH SCREW STEEL
57 BACKING PLATE STEEL
, "
58 #8 X 2"PRH WS STEEL °j
60 MULTIPOINT STRIKE PLATE STEEL
N Z L
62 ENDURA TRiIENNIUM 3000 LOCK ASSEMBLY STEEL
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