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Plans (101) M6 i 2D I - X28-7 1300y S w Ave., MiTek/ MITek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 152 ERT BP REPAIR ROOF DESIGN INFO The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K6680021 thru K6680024 My license renewal date for the state of Oregon is June 30,2021. 'c }PROp�eS' co 4 G1N 4zo 87022PE 1. ORE1 a';*` sir 1, Ati b BER S' A esk x .. $ gig-. a O September 20,2019 Hernandez,Marcos IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 7 This design prepa_ed from computer inout by Pacific Lumber and Truss-BC f, I� LUMBER SPECIFICATIONS I TRUSS SPAN 1'- 9.S. MND 2. Danigr rharhwri for nat(-` pst) ,ph-t- at 74 "pc eparin"} 'IC: 2x4 KDDF *l&BTR LOAD DURATION INCREASE = 1.15 I- 1 SC: 2x4 KDDF 9115^_0 1,, SPACED 24.0" O.C. 6;OND. _: 270.00 P3.F SEISMIC LOAD.FEED: 2x4 KDDF Sl&R^_R if NOIE:Design assumes moisture conter-t rues LOAD:NG not exceed 191 at time of manufacture. IC LATERAL SUPPORT<= 12"OC. JON. LL( 25.0)+0L( 7.01 ON TO? CHORD= 32.0 POE 3C LATERAL SUPPORT <= 12"OC. SON. DL ON EOT^_OM CHORD = 10.0 PEE wind: 120 mph, i=23.2ft, 'TCUL=4.2,BC01r6.C, ASCS 7-10, TOTAL LOAD= 47.0 PSF (All Heigits), Enclosed, Cat.2, Exp.B, MFERS(Dir), load duration factor-1.6, Snow: ASCE 7-10, 25 DSP Roof Snow(Pni Enc vcrtical(s) arc exposed to wind, �.. Cs=1, Ce=1, Ct=l.1, 1=1 Truss designed for wind leads f, in tie plane of the truss only. i ITMTTFD STORAGE DOES NO" APPLY DUE. TO THE SPATTAL REQUIREMENTS OF IBC 2010 ANC SRC 2015 NOT BE:NG MET. 12 Note:Truss design requires continuous 12.00 BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TOP bear_ny well for entire span UCN, AND 30170N_CHORD LIVE LOADS ACT NON-CONCURRENTLY. I(T7-4x4 M-1.5x3 a ;"3x4 3 jI f it L 1d-3x4 I REPAIR TO CUT 1-112"FROM BOTTOM CHORD. 2 1 LUMBER AND CONNECTOR PLATES(SHOWN SOLID)TO BE ,0- - I��I CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) 4 MUST BE FULLY EMBEDDED. , _ _ INSTALL 2 X 4 DF#2 CUT TO FIT TIGHT. 0 i el ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) I 0 • TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: O1 u7 2 X 4'S-3 ROWS,REMAINDER OF BOTTOM CHORD-1 ROW SPACED @ 4"O.C. M � NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE co 11�� II ° T o • • • FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. I ii 1 0 I lG l 11 -ii RIP 0-1-8 FROM 1�rm=�81 , ,.._BOTTOM CHORD 5 6 e _0 I IM-4x4 -L-M-4 x4 l )-'I �G � R 1-09 +,tete INE ++ 41 1 87 PE JOB NAME : 6065—A — B :'2 Scale: C.3/2D WARNN.-r GENERAL NOTES, unless otherwise noted: rt. /' 1 B do erectcontractor ion contraor shouldbe advised of db l General Nos 1.Thu design is based only M upon e parameters shown ands furan individual _y i,OREGON N , - s Truss: BP2 d W 1 s before cosmic.,commences. building component Appltablty of design parameters and grape, �/ (v Inooipostbn of component b the respdwlblly of Ste b ildin9 designer. y 2 2 4 on wee bracing min be installed where shown a, jSy8 ar.s.. ' Ii 2.Design assumes me top and bottom cads b M Merely booed n `si7r 1i,FM l 3 Adel•I temporary bracing to Insure stable),during construction to a end al 10 o.a respecbvNhes braced y neoed throughotheir length by Is the 'GIG of the erector 04eslone!permanent bracing of continuous sheathing such espy and eheethkg(Tc)and/or dywal(BC). DATE: 9/20/2019 the•-I structure is the resp.ndgllyofthe building designer. 3.2*Impact bridging enlateral bradngrequired where shown+• '7 f1 �jSa LI 4,No. i' d be appfed to any component until ager al bracing and 4.Installation of truss ie the respons bily of Iia respective contract.,. EQ.: K6680021 fa 1sea complete and atnotmeshould any Weds greater than 5.Dope assumes musesarebbeusedthanoncormsweenvironment, design W applied b any component. and an for-dry raNg.ni of uta. EXPIRES:08/30/2021 TRANS ID: LINK 6.Design avices tel bearing al supports shown.Stem or wedge s. oat,.contelavarane.s,r,maan.maponalbulyrorua necessary. fa. I.handing,shipment and Insolation of components. T.Design assumes adequate drainage is 6.This•.j is furnished subject o the Imitation set forth by S.Rebs shat be located on both faces d;minded. ua end placed so their center September 20,2019 TO Cr SCSI,copes of which wig be furnished upon request lines coincide with joint center Ines. 9.Engels indicate size of plate in inches. MITeInInc/Compurras Software+7.7.0(1L)-E 10.Fm bub connector pate design lobes see ESR-1311,ESR-1968(Wink)i ii tkiF tit T it !I This design prepared from computer inert by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS 11 TRUSS SPAN -'- 10.5" 'COND. 2: Design checked ter net(-.i psi) uplift 4,24 "oc spaciEd. ! i IC: 2X4 KDDF R1&B^_R LOAD DURATION INCREASE = 1.15 BC: 254 KDDF 1168^_R SPACED 24.0" U.C. LCND l• 200 00 P",F SEISMIC 7,0013 WEBS: 259 KDDF Al&B^_Rworoe t LOADING Design conforms -o main. d on tering IC LATERAL SUPPORT <= 12^OC. JON. LL( 25.0)-DL( 7.0) ON TOP CHORD= 32.0 PS= system a ;opponents and cladding criteria. SC LATERAL SUPPORT AN 12^OC. JON, DL ON BOTTOM CHORD= 10.0 PS? Wind: 120 mph, h=24.2f-, TCDL=4.2,BCDL=6.0, ASCE 1-1U, TOTAL LOAD= 42.0 P7 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Snow: ASCE '-10, 25 ['SF Roof Snow(Ps) load duration factor-1.6, 12 t Cs=1, Ce=1, CC=1.1, I=1 Ernive.rtical(s) are exposed to wind, 7 `� Truss designed for wind loads 12.00 €f Cr the plane of -Fe truss only. 1,TMTTF.D S^URA.JF. DORS NUT APT.), SUF TO THF S�ST'01 REQUIREMENTS OF IBC 2215 AND IRC 2215 NOT BEING MPT. M-1.5x3Nose:Truss design requires continuous BOTTOM CHORD CHECKED FOR _0?SF LIVE LOAD. TOP Dearing wall for entire span UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. f //M-4x4 REPAIR TO CUT 1-1/2'FROM BOTTOM CHORD. REFER TO TRUSS BP2(KK6680021)FOR REPAIR INFORMATION. 1 tv1 p 0p 4-3x4 ,-I M-3x6 �iC i,li o a 0 co it 11 ill. ill lm� fl Si 6 10 M-4x6 k'. p —4x9 % tiy yPROF y I 1-10-08 • is Lr } "�,4 87 .PE r JOB NAME : 6065-A - BP3 ^' II Scale: 0.3338 •Y. WARNHG9I GENERAL NOTES, unless otherwise noted ANN 4), ma.y.l �y�ast7.a����`ay' V 1 Builder erection contractor should be advised of dl General Nobs 1.This designs based only upon the parameters shown and is fon an ndnadu.l '� •O jEl1 O - ;o Truss: B P 3 d W before consovoion commences building component Applcobllty of design parameters and proper ' . . • j�y�f 2.2,4 ion web brewtg must be installed where shown.. Incoporet en of component Is the rasporelNly of rhe building dedlgrer. 4 +7 3.Mdtti !temporary bracing 0 Insure afeblly during construction 2.Design assumes me by end bottom chords d be tbraly braced T b the Silty of the ergcto sure sta el permanent bracing of P0,5 and at 10 o e.respectively unless braced throughout mrr length by } ` ,,,,,AN eo mopeds sheathing such as s*woodting re aheathhlg(TC)and/or drywe NBC). •.A DATE: 9/19/2019 me Wucure Is the reeponaelny of the budding designer. 3.2r Imprint bridging or lateral bating required where shown.. 1jk SE K 6 6 8 0 0 2 2 4.No bad d be rippled b any component LIMA after al bracing and 4.Installation of truss b doe respensibdy of the respective contractor. 4• reale complete and at nor should any loads greater than 5.Design assumes tmeea are to be used in a noncorrosive environment TRANS I D: LINK design be monied to any component and are or tin condition'or use. EXPIRES* 06/3A/2021 yyyy� 5.Crop has no control over and assumes no responsibility for the 8.Design assumes NII bearing at el supports shown.5111m or wedge If i1 1 fabrica' handing,shipment and installation of components. nensnary. 1/ 1 `aF' T.Gees e assumes adequate drainage o suss, Se tember 20,2019 8.This b furnished subject b the Imitations set forth by B.Robs ehal be bold coan both faros of buae,and placed so their caplet P TPLMTT in BCSL copies of which veil be furnished upon request lines coincide with IoW center Ines. M:Tek I4A,Inc./ComuTrus Software 7.6.81L 9.Digitsindicateopl dign vale i' p ( }E 1 Dor beak connector sae plate design values see ESR-1711,ESR-1 W(heTak) j 3L i This design prepared from computer inout by 1 IC _acific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN - 10.5^ ICOND. 2: Desida checked for net(-.3roil urliot at 24 "OC Cpa0ino, e 'IC: 2x4 KDDF it&B^_R I LOAD DURATION INCREASE = 1.15 I BC: 2x4 KDDF cal&B^-R SPACED 24.0" U.C. GClgn 3: 250 00 P".F SETSMTC i,'laD WEBS: 2x4 KDDF fibB^_R Design conforms ro Hair. windfcroe-resisting ` LOADING - tem anti c. is and claddin criteria. TC LATERAL SUPPORT G= 12"OC. )ON. -LL( 25.0)+DL( '.0) ON TOP CHORD 32.0 PSF ays :nnp<>nen y 3C LATERAL SUPPORT <= 12"00. DON. �� DL ON BOTTOM CHORD= 10.0 FOE Wind: 120 mph, h=24.8fr, TCDL=4.2,BCOL=5.0, ASCE 7-10, TOT.AT. TOAD 42.0 PSF (All Heights), Enclosed, Cat.2, 3xp.B, MWFRS(Dir), Unbalanced live bads have beenload duration factor-1.5, Snow: ASCE "-12, 25 PSF Roof Snow(2s) considered for this design. d sial(s) are exposed to Lind, �: Cs-1, Ca==, Ctml.1, I=1 ETrnusss designed for wind loads r the plane cf ,he truss only. 0-0490408-11 II T.TMT^ED STORAGE DOT'S NOT APPLY :UR TO THF S�ATTA1, f f ,( 1 D250:RoMENTS OF INC 2015 AND IRC 2215 NOT BEING NFT. D-112651-03 Nore:Truss design requires continuous 1 1 1 { BOTTOM CHORD CHECKED FOR -OPSF LIVE LOAD. TOP bearing wall for entire Span DON. AND BOTTOM C}OR=LIVE LOADS ACT NON-CONCURRENTLY. 0-02-08 'f1 12 ,I 12.00 FM-3x4 N-3x6 M-5x6 d M-3x6 /=uc1 3 v,m REPAIR TO CUT 1-1/2"FROM BOTTOM CHORD. re Gr - 3x4 ), REFER TO TRUSS BP2(KK6680021)FOR REPAIR INFORMATION. I. k'. M-3x8 ]I g 1��88 „ 7x4 1 r 1 .a o 1 I 0 lin =11, 3x4 'I I IM-4x49 bi i' F I113� . n M-5x6 N•t` %140 N 0 Y l VJ 1-10-08 t'y '•�' 8 0 • PE JOB NAME : 6065—A — B lib 4 ' Scale: 0.2434 WARNNOOSII GENERAL NOTES. unless otherwise noted: 1.Builder erection contractor should be advised of all General Notes 1.This designs based only upon the parameters shown and is for an individual 74 4 OREGON O j�' 4, Truss: B P 4 and W before construction commences building component.Applcabnty of design perametere and proper {� 2.2,4 Mn web Miming must be installed where shown s, Incorporation of component is the weponsibllry of to building designer. 3.Addl. Yeporery bracing b Insure stabllly during construction 2 Design assumes to by and bottom chords m be Merelybraced rt i(J3 by b the Milky of the erector.Additional permanent bracing of two c and m sheathing or.such uch SC ply unbss braced oro)and/or rhe r bngt). MnuauedgIngr lateral lacing re aired whets shown 4rywaINBC). - `s I4 DATE: 9/19/2019 to aDucWrela me nepon.luny of the building a.apn.r. 3.2a loped bdtlfllrg or lateral bracing required where ahawn++ +IIl SE K 6 6 8 0 0 2 3 4.No bad la be appled to any component one atter al bracing and 4.Installationresponsibility ation of truss is o of the respective wnoactar. Q• hat complete and at no time should arty leads grants'than 5.Design assumes busses are to be used in a nwmmasbw environment, . TRANS I D: LINK design be tippled to any component dna are or a y condition.o use. 5.Comp has no control over and assumes no responsibility for the 6.Design assumes bill bearing at el supports shown.Shim or wedge 8 EXPIRES': � /11 fabrics .handing,shipment and installation of components. wry' ��")Cl �7 t 7.P°,g"assumes ededoboth'fa e aofsues,an September 20,2019 8.Thio b famished suhjaclb case imitatiorw se[bM Dy B.%abs Ghat ba holed an both bcoa or�ue�,end pgced w melt center TPI/WT Sr SCSI copies of which Wil ho furnished upon request lines coincide wit joint center Ines. 9.Digits indicate sou of plate in inches. MiTek ,Inc./CornpuTrus Software 7.6.8(1L)-E to.For basic connector plate design velum see ESR-1311,ESR-1900(Maek) r. ill %i iiThis design prepared from computer input by -ccific Lumber and Truss-BC LUMBER SPECIFICATION$ (' TRUSS SPAN 1'- 10.3" 'COND. 2: Des:.g1 checked 201' net(-a Dsfl unlit at 29 "Oc spdCiL3. • TC: 2x4 KDDF R1&BOR LOAD DURATION INCREASE = 1.15 HMO 7. 750 00 P-,F SETiNTC T.305 .. IC: 204 RODE its= 4. SPACED 24.0" O.C. WEES: 2x9 KDDF &1RBOR t' Design conforms to noir windferre-resisting LOADING system amu components and cladding criteria.LATERAL SUPPORT<= 12"00. JON. LI( 25.0)+CL( 7.0) ON TOP CHORD - 32.0 POE 3C LATERAL SUPPORT <= 12"OC. JON. DL ON BO^TOI•I CHORD = 10.0 PSF Wind: 12D mon, h=24.13it, TCDL-4.2,BCOL=8.0, ASCE 7-10, j, ^0tri, LOAD = '2.0 PSP (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-1.5x3 M-3x4 [1 Snow: ASCE 7-10, 25 ?SF Roof SnoW)Ps) load duration factor-1.8, Etat verticals) are exposed to wind, ` ■ - Cs=1, Ce=1, Ct=1.1, I=1 Truss designed for wind loads _� y it the plane of ,he truss only. 1. LTMTTF.D STORAGF SOPS NUT APPT.Y DUE To THE SPATIAL REQUIREMENTS OF IBC 20_5 AND 1R3 2015 NOT BEING MET. . No_.e:Truss design requires continuous 11 BOTTOM CORD CHECKED FOR SOPSF LIVE LOAD. TOP bearing wall for entire span UON. { AND P.O^_TOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. i1 M-3x8 n b Nage -3x4 REPAIR TO CUT 1-1/2"FROM BOTTOM CHORD. • REFER TO TRUSS BP2(KK6680021)FOR REPAIR INFORMATION. Il 0 0 1 1 0� -3x4 j t. HM-4x 47 1_ 1111111 r '1 30 ME 1, t�1ME�l c M-4x6 M-5x6 f, ��.1 iJ �. . 1-10-08 11(,;-::::. . .. y y t 1� ::,E 1 +� I � 1 $ 0 ill2PE JOB NAME : 6065—A — 895 Scale: 0.3408 �Yy 1't.IP . WMWNOSI. OENERALNOTES, urdessahen.Menoled: 1\ I.Butler orad on contractor should be advisedef all General Notes 1.This design k braced ody upon the parameters drown and is for an od'r.du.l lO : Q�+-(opt)sop .Q 4, Truss: B P 5 and W before e.r 5ur5on commencer building component Aaelrsbiity of design peamelere end dew -�/�r�, �l .e[..!_. 2 2sa ion web bracing must be installed whore down.. Incorporation of component b the nmpondbllly of the bidding designer. �� R � 3.Addl lemporerybrearg b Ineae sabltiY during construction 2.Design assumes theiop end bottom duds to be later"braced d "II SD? Yoe and al 10'o.c.respectivelyyrsed braced throughout their length by M the Whys]the erector,AaditionetpemecontinuousM bracing of continuous sheathing such as pbwood eheethi g(TC)angler drywel(BC). DATE: 9/19/2019 the structure is the responsibility of the budding designer. 3.2x Imbed bridging celateral bracing required where shove n e _ a t:)i yr. . SE K6680024 a.No baa Id be applied to any component and idler al bracing and a.hvlalabon of truss sae respouib,y d he respective contractor. I• eco, 4' tad complete and at no fire should any beds greater than 5.Design assumes theses are to be used in a non-corrosive environment, TRANS I D: LINK design be apples to any component and erre foreu�cdy conation-of use. �yp �a ��l�l�1i�s�_a�sn�jy 5.Con - has to control over and aseumea no responsibility for the 6.Deng full Peering at al supports shown.Shim o wedge a GAf 1 �7.sa'N V W a.I/� fabric.' .handing,shipment and ersalaimn of components. �asass�s 11 t/ a.This la furnished to the imitations set lord, g.Designassumes n bdoth nage awesded. September 20,2019 wiled by 8.Plebe abet be basted on bdM1 latae d hues.and pieced so then canto TPPWI in BCSt copies of sloth WI banished upon request inns ramose with Joint center Ines. 9.Digits indicate dee ai plate n inches. MiTek IDA,tot dConq oTrus Software 7.6.8(114-E 10.Far basic mnreaon Ade design values see ESR-1311,09R-1988(MiTek) ___... _..IL._ I9 1 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to FolIo iv Could Cause Property 4 offsets are indicated. I ( (Drawings not to scale) Damage or Pel ()nal Injury r= EI Dimensions are in ft-in-sixteenths. ■■ Apply plates to both sides of truss 1 2 3 1. Additional stability cing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bradr ,is always required. See BCSI. „ 2. Truss bracing must designed by an engineer.For 0'16 4 wide truss spacing, ividual lateral braces themselves ii 0 may require braci or alternative Tor I Millinili Ce bracing should be 'dared. Ce ■ O d 3. Never exceed the i loading shown and never U stack materials on i dequately braced trusses. O 4. Provide copies of truss design to the building For 4 x 2 orientation,locate cr-s C6-7 C5-6h- designer,erection pervisor,property owner and 11 plates 0- ++s'from outside BOTTOM CHORDS all • other interested rties. edge of truss. 8 7 6 5 5. Cut members to be tightly against each other. 6. Place plates on e face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed f Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regal by ANSI/TPI 1. connectorplates. THE LEFT. 7. Design assumes lrts wilt be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT i the environment in rd with ANSIITPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. IE software or upon request. 8. Unless otherwisemoisture content of lumber shall not exceed 1t3 at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly rfEll ed,this design is not applicable for ICC-ES Reports: use with fire retar 1,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non- era/consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibtity of trufabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead l deflection. the length parallel to slots. 11.Plate type,size,orh'Cation and location dimensions indicated are mini plating requirements, LATERAL BRACING LOCATION 12.Lumber used shall of the species and size,and in alt respects,eq to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. i by text in the bracing section of the truss unless otherwise shown. 13.Top chords must heathed or purlins provided at output. Use T or I bracing spacing indicated design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords re lateral bracing at 10 e.spacing, section 6.3 These truss designs rely on lumber valuesor less,if no ceding installed,unless otherwise noted. BEARING established by others. 'i 15.Connections not are the responsibility of others. I Indicates location where bearings 1ti Do not cut or alter ss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an eng r.. tiiii0 reaction section indicates joint il HI III 11111 number where bearings occur. 17.Install and load ve y unless indicated otherwise. Min size shown is for crushing only. , (ti 18.Use of green or tr lumber may pose unacceptable 1...-- 1 environmental,he or performance risks.Consult with Industry Standards: projectereen or re use. Milli ANSUTPI I: National Design Specification for Metal 19.Review all portions' this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before Reviewing pictures alone is not sufficient • DSB-89: Design Standard for Bracing. miTeke BCSI: Building Component Safety Information, 20.Desigrzassumesufacture in accordance with Guide to Good Practice for Handling, ANSIfFP1 1 Qualiityl riteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 I II