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Product Approval Menu>Fmduct or Application Search>Anplication List>Application Detail
FL# FL17347-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
..' 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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Independence,,pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17347 R2 Enuiv (b)Enuivalencv Of Standards ocif
Limits of Use Installation instructions
Approved for use In HVHZ:No FL17347 R2 IT-(b)Inst 17347.6.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 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.6.r)df
in on Instructions and product particulars. Created by Independent Third Party:Yes
d3477 g.Fiberglass Door "Impact"FibeTklass Glazed Door-Single with or without
f17�_ Sidelites(X OX r XO,OXO)Outswing/Inswing Configurations
up to Nominal 8'0 in Height
Limits of Use installation Instructions
Approved for use In HVHZ:No FL17347 R2 11 (b)Inst 17347.7.017
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 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.pdf
Installation Instructions and product particulars. Created by independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Insifving Configurations up to
Nominal 8'0 in Height
Limits of Use installation Instructions
Approved for use In HVHZ*No FL17347 R2 11 (b)Inst 17347.8.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 17347.8 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.8.pdf
Installation.Instructions and product particulars. Created by Independent Third Party:Yes
17347.9 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without
Sidelites(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 FL17347 R2 11 (b)lost 17347.9.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 17347.9 for any additional use limitations, FL17347 P2 AE (11)Eval 17347.9.pdf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.10 Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 618 in Height
Limits of Use installation Instructions
Approved for use In HVHZ:No FL17347 R2 IT (b)Inst 17347.10.od
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 17347.10 for any additional use limitations, FL17347 R2 AE_(b)Eval 17347.10.pd
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without
Sidelites(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 FL17347 R2 IT (b)Inst 17347.1 1.pd
Approved for use outside HVHZ:Yes Ver'Med 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 17347.11 for any additional use limitations, FL17347 R2 AE (b)Eval 17347,11.pd
installation instructions and product particulars. Created by Independent Third Party;Yes
I
17347.12 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
I Configurations up to Nominal 8'0 In Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347,12,1?d
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 17347.12 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.12.12d
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(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 FL17347 R2 11 (b)Inst 17347.13.pd
115'MAX.OVERAU.FRAME WIDTH :y plastpro
Z' '
5200 W. CENTURY BLVD. _
CA 37.25 MAX. 37.5'MAX. � ��i �'•. �yGlt�` �, o m ro
LOS ANGELES, CA 90045 FRAMEWiDTHiI-~FRAMEWIDTH�) 'i����fjJ• •p`1,```�. z oto
1. III 111 S. o N ••
GLAZED NS
■ iBER .LASS DOORS m Z ° I
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fi v E m
P On
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V SINGLES
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'"IMPACT" 0 V ^ o 0 0
GENERAL NOTES r
�o ow
1. This product has been evaluated and Is in compliance with the 6th Edition(2017) "
Florida Building Code(FBC)structural requirements excluding the"High Velocity m
Hurricane Zone"(HVHZ),
- K N
2. Product anchors shall be as listed and spaced as shown on details.Anchor a
embedment to base material shall be beyond wall dressing or stucco. e
2 3. When used in areas requiring wind borne debris protection this product complies
g with FBC Sections i 609.1.2&R301.2.12 and does not require on impact resistant ' m
covering.This product meets missile level"Wand includes Wind Zone 4 as
a`g defined in ASTM EI996 and FBC Sections 1609.12.2&R301.2.1.2.1. J
u x o x x o ««
4. For 2x stud framing construction,anchoring of these units shall be the some as o a y v In
that shown for 2x buck masonry construction. s
I
lL__jI 11 in
Wd
5. Site conditions that deviate from the details of this drowing require further '
engineering analysis by a licensed engineer or registered architect.
XO
TAM OF CONTENTS
a
SHEEF0 DESCRIPTION
1 Typ cal a ovations,design pressures&general notes °
2 Door&51de le pant detolls o
Ute frame glaring details _~ S
3 MAX., DESIGN PRESSURE(PSI] DESIGN PRESSURE(PSF)
x 4 Elevotions JAMB tNSW1NG OUTSWING ^
5 Horizontal cross sections CONFIGURATION FRAME REINFORCEMENT. o 0
6 orizon aortic tions sSections(2XBuck :DIMENSION POSITIVE NEGATIVE 'fiOS/TINE. NEGATIVE w z u
7 Horizontal&Vedicol Cross Sections 1X euck) X 37.5'x 98.0" N/A +45.0 -50.0 +45.0 -45.0 2 r 10 OS 14 i
8 Horizontal&Vertical CrossSections D ct to Masonry) 74.75'x 98.0" N/A +40.0 -45.0 +40.0 -40.0 svaE N.T.S.
9 Vertical Cross Soctions(Thresholds OX/XO 76 26"x 48.0" 2X +45,0 -50.0 +45,0 .45,0 a,tn.RY: JK m
i 0 Horizontal&Vertical Cross Sections Dvect to Mosonry) cxx ar: LF S
11 Buck anc oring 112.9'x 98.0" NTA +40.0 -45.0 +40.0 -40.0 QRAW G NO.:
12 Frame anchoring&hardware delci s OXO +45.0 -50.0 +45.0 -45.0 FG'17.34 7 7 v
13 Bill of ma er ols and components 11150,x 48.0" 2Xc
.�„ SIIEEr 1 OF 13 N
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PRODUCT: DocumenW vroparotl By:++ • ,�
r yx t� PLASTPRO INC Lyndon F- Schnafdt '0��' � 1,Q�`.•'� .�
o FIBERGLASS ODOR P.E.
No. 43409 g$�O�A�'
2 -772-771-7 UPDATE TO fi7tf E7?. 2077 FBD JK PART OR ASSWSLY: 9UILDING CONSULTANTS, INC.
N4 DATEts UPDATE TO STN fD. (2074)FBC DOOR & SIQEUTE d lrt/11 P•p Bo< 23R Votrieo. FL 33595
. 13YPANEL DETAILS �v Phone No.: 813.659.9197
REVISION$ FBPE C.A. No. 9813
72014 a R.W.BUILD1.0 CONSULTANT-^.1N..
24.22"MAX. 23.50"MAX.LIGHT _ .� ............
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STRUCTURAL STRUCTURAL 1/7'GLASSBITE n
SIUCONE SILICONE
3A 5/8"GLASS BITE HOT BUTYL
M *!LNTERIOR
SEALANT — 1-1/4"OVERALL GLASS THK.
1"OVERALL GLASS THK. (ADCO) EXTERIOR1/8 ANNEALEDGIASS1/8"ANNEALED GLASS ®0.090"SAFLEXOPVB 0.090"SAFLEX PVB NTERLAYER N z
INTERLAYER 1- 118"ANNEALED GLASS
1/8"ANNEAIEDGlA55S
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NTERCEPTSPACER(ALUM) DATE:10/08/14
SCREW CAP 112"NON-GROOVE SWIGGLE o
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SELF-DRILLING SMS 410X1-3/4"PPH SMS 38 1/g'BACKFILL own:DY: JK
CHK,Of. LFS
GL41ING DETAIL GLAZING DETAIL DRAWN0 NO.: y
Gl ODLUIeFrome G$ RSLUIeframe FL-17347.7 N
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No.43409
H n PRODUCT: 01111 11 PlP*ld By.��' ••,• � T)• a`�
PtASiPRO INC Lyndon F. Schmidt
FIBERGLASS DOOR P.E. r.o. 43409 �I// �0 ` ���
o -772-7717 /7 T! L
UPDATE TO 6TH ED. (2017)FHC
F PART OR ASSELI9LY: BUILDING CONSULTANTS•'INC.`
v x (n 1 4/t< 15 UPDATE TO 5TH ED. (2014) F'BC V NO DATE E(.EVATIONS (/(/ P.O. Sox 230, Velrico. FL 33595
Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9613
0 2014 RAV.8u..mno a.. T —lac.
�d2In
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1 d 1 0,.i-= j
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2 HORIZONTAL CROSS SECTION qp ro
m 1 HORIZONTAL CROSS SECTION g z o
$ outsw ng shown" (hswng similar 5 Back to Back ambs ng s m ar) 3 HORIZONTAL CROSS SECTION ?$ "
Hack to Back Jambs 5 Outsw ng strown(inswing sungar} r zsv„
m iXJambRelnforcement @V)
•� NO E: "�� � ovNt
1.Spacing toy item L•6'from each end and 3 more a m z
equally spaced along sidefite jamb(5 iota!). ;,1 w a
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o L ('L L L L L w
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so 50 /O INTERIOR 7 INTERIOR 7 // g
n •,.• ! 9 t w�N
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SEE NOTE,1 L g 1i EXTERIOR 1 12 SEE NOTE 1 IXfERIOR 12 1 SEE NOTE 1 ~ p o
5 HORIZONTAL CROSS SECTION 4t) d HORIZONTAL CROSS SECTION 40 A HORIZONTAL CROSS SECTION * 10/08/74
5 Outswng sho',m Craw ng simwi) outswin sttaxm lnswin slmRor
2X Jamb Relnforcemenf 5 g , g I 5 ouisw ng shown(insw nq similor scar: N.T.S,
a 2X JorMS Relnlorcement 1X Jamb Relnfoicemenl owc.BY, JK 5
anx.ft tf5
a apnw4�ra.: �
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serer 5 or 13
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1-1/4"MIN. � .......... i
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d 0.15" B oe �_;� L ti n
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR y'" a xo
KO ouiswing shown pnswing s meal b Ouiswing shown(Inswmg simi cr) _o
E 4 VERTICAL CROSS SECTION a
NOTE:
a U
6 Outswing shown(Inswing stmilor)
1.Spacing for item L:6'from each end and 5 more C —
equally spaced along sidefite Jamb(7 total). L a
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$ 2.Spacing for item L @ head&sill:d"from each end.I T to
0.15°C-SINK _ ° v
®centerline•2 additional at T&4.5°from end P f E . ° 0 0
odJacent to door. (TY ) I — ° , ' v° rn
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SEE NOTE I
INTERIOR
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SEE NOTE 2 L 50 z ar:10108114 u z
EXTERIOR5U D e ° SCAM N.T.S. a
INTERIOR .EXTERIOR am.m: JK m
1-1/4°MIN. — mrw er LFS
a M'e'(TYP,) 5VERTICAL CROSS SECTION DRAM910 N0•' a
3 HORIZONTAL CROSS SECTION FL-17347.7
E 6 Ouwngs ownlln ngsirruar) 6 Outswingshown(Inswingsimllarj w
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1-1/4'MIN.I _ 4 VERTICAL CROSS SECTION EMB.(TYP.) 7 Shownw/,1%, uck s o�
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g EMB.(TYP.) Outswmg shown(Inswing simTar) o.m z�
"eHORIZONIALCROSS SECTION 2�HORIZONTAL CROSS SECTION E �I z�
7 Shown w/A sub-buck 7 —Shown w/1 X sub-buck p z s'
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ov SEE NOTE 2 50 $ b
1.Spadng for item L:a from each end and 5 more
equal/spaced along sidefile Jamb(7 total). 1 = a
2.Spacing For Item L 0 head is sill:6"from each and,I SEE NOTE I L VPO EXTERIOR INTERIOR N o
s ®centerMe,2 additional at W&4.5"from end , ^A z
4 adjacent to door. a—L 0
rF i A 5 VERTICAL CROSS SECTION CAM 10108114
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1.1/4"MIN. 7 Shown w/IX sub-buck scut N.T.S.
Ri EMB. TYP. Oulswing shown(Inswing similar) 5
a I I owc.m: JK m
s 3 HORIZONTAL CROSS SECTION cNe,BY.. LFS
hown w Sub—DUCKSUD-DUCK aPAWNG No.:
OutsvAng shown(Inswing similar) FL-17347.7 c
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g Shown eci to Masonry z m o _�
8 Outswing shown(Inswing similar)
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NOTE4I.Spacing for item L:6°from each end and 5 more o SEE NOTE 2 L
equally spaced along sidelite jamb 17 total).I 0\v I
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2.Spacing for item L 0 head d OF:C from each end,1 w=a
EXTERIOR INTERIOR
®centerline,2 additional at T&4.5"from end ^o o
adjacent to door. v
5 VERTICAL CROSS SECTION CAM 10108114 o
1.1/4^MIN.��� $ Shown Direct to Masonry srJue: N.7.S.
EMB.(TYP.) Outswing shown(Inswing similar) Mo.BY. JK m
3 HORIZONTAL CROSS SECTION cra.or. LFS 3
9 g S own D'uec oasanry a
Outswing shown(insv ng ow�wwa uo.:
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PRODUCT: Dx-ls Prepared ay:-,,
r p n PL4STPRO WC Lyndon F. Schrrild( ����•����:•• O�`��
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$ p r 1 2 7/27 17 UPDATE TO 6TH ED. (2017)FSC JK PART OR ASSEIdBLY: /���//BUILDING CONSULTANTS.1 INC.
04114115 UPDATE TO STH ED. (2014)P8C JK VERTICAL CROSS J I I P.O. Box 230. Valrico. FL 33595
CI+ a NO DATE BY SECTIONS (THRESHOLDS) Phone No.: 613.559.9197
REVISIONS I FSPE CA No. 9813
'!J 2016 RM'9111ta1Na CONS-1—No.
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122 MAX. E MIN. 2 MAX. =�: *
MIN. _ E MIN.Y 01; z r`••O e S m
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40 1 50 p INTERIOR
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EXTERIOR / INIERIOR SEE NOTE 2 $ gra
RWERIOR INTERIOR EXTERIOR INTERIOR N
c e z
to 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION o
8 VERTICAL CROSS SECTION �o
lQ Shown Dsect to Masonry 10 Shown Direct to Masonry 20 �
Ou!swing only w/49/16 jamb Outswing only w/6.9/16'jamb10 Shown Direct to Masonry c
Sing!edoor ony(N/AW/Sidertes( Oulswingonly w/6.9/16'jamb prTERIOR L E
NDTE: R m a
).Spacing for item L:G from each and and 5 more SEE NOTE 1
equally spaced along sideille jamb(7 told). EMB'(iYP.)
a fu Ny
5 HORIZONTAL CROSS SECTION vl c o0
2,Spocing for hem L @ head&sill:6'from each end.,l(� 10 Shown Direct to Masonry ° _5,
a centerline,2 additional at 3"b 4.S'from end adjacent Outswina only w/6.9/16'jamb rw
'e to door.
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3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION D+D• JK
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 10 shown Direct to Mason 10 Shown Direct to Mason? CHK,e<: LFS
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m o o In PRODUCT: Dsxvmenta Pre o d 5r.--, ,•
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FIBERGLASS ODOR PYE. Nondon.43409 Schmidt •(1�'.....��
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2 7/27717 UPDATE TO 6TH ED. 2017)FEC JK 111/1111111
tbPART DR ASSEMBLY. BUILDIIJO CONSULTANTS. INC.
41\ 1 74 i4 IS UPDATc 10 STfi ED. (2074)FBC JK BUCK ANCHORING P.O. Box 230• VDlrico. FL 33595
IW a NO DATE BY Phone No-: 813.659.9197
REVISIONS FBPE C.A. No. 9613
02014 R.W.BUILDING CGN6ULi4NTP Iwo. V
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4.9/16"JAMB DIRECT TO MASONRY JAMB(TYP.) .........
P (SEE SHEET 10) T(TYP)— 6" �,,�• .•
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BILL OF MATERIALS r 4.56" `b`��%%,," * J'' in
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MIF DESCRIMON MATERIA! �— 1 ••'� n
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B 2X BUCK(G>=0.42) WOOD L �tl)'.7 z
C 114"MAX.SHIM SPACE - i C) :♦ti �: za 2 m
2.44" 2.13" . m
D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��'••.• ,..• •` >>O m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE POLY FIBER JAMS ���/iZ * ��`�� z o m o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1 /IZI11 tett�. o n z
F 1%4"X'3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o ry°
G 3/16"x 3.1/4"PFH ITW CONCRETE SCREW STEEL ' z
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M 3116"X 2-1/4"ITW CONCRETE SCREW STEEL I 4.56" --..II cu)
N 3116"X 2-3/4'11W CONCRETE SCREW STEEL j 8 3d
P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL ZO INSWING THRESHOLD —ly
W 1 POLY FIBER JAMB COMP. Endura(Z-Series)
4 1X REINFORCEMENT [G-0.55) WOOD 21" 24 ADA THRESHOLD o
$ 2X REINFORCEMENT (G>=055) WOOD r SIDELRE DLP zo s�n
IM 6 DOOR SWEEP PVC ADAPTER
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM as a
5 9 #9 x 3/4"PFH WOOD SCREW STEEL Lv `� ons o$
1 i 4"X 4"HINGE STEEL I g
12 LATCH STRIKE PLATE STEEL T� o m
13 DEADBOLT STRIKE PLATE STEEL o)
20 INSWING THRESHOLD ALUM/COMP --4.56'
21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP I I a a
4 IN
1NRESHOLD w SiDEUTEADAPTER
>; 22 OUTSWING THRESHOLD ALUM/COMP 21 Endura(t-Se es) OUTSWING THRESHOLD22
.9 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP Endura(tsartos)
g 24 ADATHRESHOLD _ ALUM "
c 25 OUTSWING THRESHOLD ALUM/COMP 4.56" E
26 INSWING THRESHOLD ALUM/COMP I' __! ADAPIAPTE\
40 DOOR PANEL - ��� y' o
50 SIDELITE PANEL in
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OUISWING THRESHOLD H o
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dn DLP I a'CONCRETE �446' �!
1.Concrete anchor locations at the comers maybe adjusted to moinfaln the min. o
a a �
edge distance to morforlolnts. �—2.12 �I 23 OUTSWING THRESHOLD wl SIDELiTE ADAPTER
s 2.Concrete anchorlocatiionsnoted as"MAX.ON CENTER"must be adjusfod to L
mafntoin the mh edge distance to modarJotnts,additional concroto anchors Endura n-Series) ^w
may be regOed to ensure the MAX.ON CENTER"dimension are not exceeded. o
u 3.
Concrete anchor labia: c _
-AMCHOR, ANCHOR MIN'' MIN CLEARANCE MIM.CLEARANCE 4.57•- a"z u
0
TYPE SIZE EMBFDMEM 'TO EDGE .MASONRY TCIAD..ANCHOR JACENT Ir acre 10/08/14 =
.
ITW BUIIDEX 3116- 1.1/4" S" 1-1
sculr• N.T.S. _ 9
d TAPCONm 11N. 1.1/4" 2' 4"
1-4.57- DING. : JK—.4 m'
tmRgm�
ELCO g 1/4" 1.1/4 1' 4" CHK of. LFS
ULTRACON rIN_ MG THRESHOLD w/SIDENEADAPER ►NSWING THRESHOLD DWIWIID NO.%
wooascREwINSTALIAnoNNOTFS: 27 DLP 26 DLP FL-17347.7 "
g 1.Maintain a minimum 5/It"edge distance,I"end distance•8 1"o.c.spacing of o
wood screws to prevent the splitting of wood. sREn_L3 n_L3 n
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