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HomeMy WebLinkAbout011-430-009- jemctA d dam- l.oup C:nICO ildin .W arson &�:(,-,o anv Enargy Consultants 707 839=1763 ` y �--�- - — Plan Check! Data"T Tolepho. Computer Per ormance_ or ___�. _�_ FleldchoulDaw m Cumplu m Method 10—ka9e C -�-- .ompute.1 climeto Zone Enforcemont Agency thW Only t , GENERAL INFbRMRTIDN -- Total Conditioned Floor Area:��2Qft2 Average Ceiling Helght:,,� Total Conditioned SWb,A ea:. 2,22Eft t3uliding Type: , (check of 4 or more) _y Y SQf5 le Farn DQ y tanned Addition ' Singl; t='amilyAktached D EaDsting Gullding MuithFarnlly 0 "Ews►!ng Mus Addition Franc Ori.'tntWloh., „' (��r�h_)�O r�{ g FloorConstl d6i Type; (xl Slab.Floor Number of'DWelling knits:.;? ` I QQ. Number o ,, ones:: 1 Raised Finer. BUILDING SHELL'IN$ULATION� _ Component 7-Y,. Corsi: Frame Assembly Location/Comments Type - U-Valud idttic, garage typical; etcj; b o n rk! ods p is s o lns�l�uan R-t9We0 119TddJ8 nw R-3oCdllna _ N. lhlood 6.635, OatEiior„Rpoof Shcd Wood Daa Nave 0.387 !�deddr gocx + • .-_�,•n.+•- —,--�� of �:�+i w•+4Nn rsrr Mh-� � — w..Lei Wre a.....0 _. �. 5 . rYw."' F"=b'i'g.-!en•---r.t+....ra r FENESTRATION�W _ Shadier DeVicBs ' R Tyoe Orientation Area SF Fanestratldn Exterior Over SFJe Fins r _ 'had"' Yes / 0 Yes l No i H cs►� r o. �QxQ. ods_ Pug sscw [l Cl G7 Gl ©C�] Front .K(aLtW _ , ase 0.50 ; 4 Q-Ua sem► ©C� 1 Cl 9 5 SSlf'Qd— ���i di f3t�)-�.-_ 2Q.A ,....�;�� 55,.x.. _ - 0 ems..._:-.... ���9.;�cra�i��.,.�.,. � ioai_R_olU)� <-i� - d lit► .. �g --g Leen LQffEeSJ' m w 2Q.0.� 7052_— D85. .. _ 8 . , l^..1 Lx1 .:tEJ Si U n_5o _w D 85 8, u9Scren .E s«ecn L�l fr1 W ++�..a.....»•W.=•.+�w�w..+�3t�... '�� �-,.....-- .+awn-,«,w.«+.i m.« �Cl� +��..--5il.,m,.�,+w,. M—..;.r. �.�i l�-C`jJ.� - � .M,..J qC k3 Nmµ ^r�- '-=•i eY"4, + _ Mi 5 - — RUS1 i in tiatloTly'sa, Q6�1• 08 32g RUn -L."2139 7373 Enclo.i aY 9nergy'wR UsM N�mbor 2eod - Joti NJmboi: o20o3t ifsp }p 0.3 bl0 I ' fr ' a M4 �� 'il i Lot #31 '8kanson Subdivision APN 011-430409 Butte'County, Calffornid Relative Test Date Locatiop Density; % Moisture 1 5-15-02 -24" 96. 5.1 2 5-15-02 -24'.'" 97 6.4 3 5-15402 -3U" 99 - '5.1 4 5-15-02 -12" 99 6.9 5 5-15=02 -12" 99 7,3 6 545-02 -16" 99 $.7 7 5-16=02 S.G; U8 7.2 8 5-16-02 S,G, 91 8.0 9 5-16-02 S.G 93 7.8 ASTM -1557 Maximum Dry Density 137.6 RCF @ 6.0% moisture BB A 02-028 .r �.r r�a.....w.. i:,,�'.„_�.�.-,...�s�`"'i,v..>r'.w... .....:"�'; �..,:'"`.w....'” =� _ r�.r.,a»�..�.-•..r,....--:.... ,.,._. Ndanelatory'Measuees Ct�gkdmst ) NIF-1 i Resi�ienteal (Page 2 0 2 NOTE-', t oxies nddenUM bulldMps.ubf ecl Uo Ihe;>#endards m rot osnlaln these p,eswnro ropaN sler� tithe oamPgul0eapproedh bsod, home marked li an aotedsdc may be auporsodad by more slrMpeni oomditlnoQ ro9!Aran+mts AsFad an the CgNOcate d Cgrnpurroe tNhert this dwdufst b hraorprntod Udd tho pertnh dommtints, the famuras rroied aha" be cont kda by aq partbs as m *bum ccmpormd pmfomtanoo apeOtoo ll for the nlsrKlatgY meeeume whether '_the ere' shown otea►ftaeln the documents or on lA ' -z;. st ariy. =,..� ..............�y.........,..—.. - DESCRIPTION fimuucum' m Check or midst appUeabl® botnaor enter WA if net goo Conditioning, x J DE :,:mss»„-,.,..._,” ENFORCEMENT Miter Heating end A blrV Systsm MeasaJres (canhnued) rS;Pace " i4 1'o1wrillboas and Nine I' 14 M duds and pbnums ktgtabial} sedad and k.mdded o moat 0te requhemarde piths tope CMC Sedbite 501,. a; 603; GtM and Standard 63; duds fnautdod to a mMtmum hrutehod lov[d d R4.2 or endasod enlfrety to . mndrtkacd grace OpenMps and be sealed wph maa> : iepe. aerosol eeelenl; or dhadud•cioevie eyeban 0ret 'sal the.apr�areaultmnaksofulltlt..uL�eiA,orut191e hmatpcof:tapoFsusodwcwoponipps ptootarltrmrll4,inch,thammhhrdWn'dmaslicanddlharmasryortgrosfrdbcuwd. euhdhpcsvhleSahaM'nd � bo used tar canvejdrip oondhicrtad dr. IatrAa stat seems d dud systoms and them ampmnnts;thetl net be aMhanda. 7d,- rp covipss support ptaltcrms tar ah h dlas and plenums deMeA'or wnalnrdad wRh metei{Il dlror thansealed shoal mold, dud bond a dadbb dud ehep rtd he aged 1ar�inp corwisned dr, bulldarp ra�BiGe and support platforms may comdn ductal Duds htate9sd M centiles and support pWarna &hap not be t rnnipressod to caoeo taluctonia t the ape sodlond ntoa d the duds 3. Jdrrtg aid —a d dadbystmna and tf.df companerds"not he sell wah doth back rubber adhmive: dud tapas unitise such a tape is used in camUrull wthi'matip and draw6al 4r F.�uwsl lsn"syatana haw beth tlraR of aulbmaecdanpere. s Graft wMsdWn.yyattomo sa dnp condhbne_ d spew haw aMor otic, ar me* amasathlo, tnmudy operdat dampers. a 0. Protodbn d Insulatfr ri. Madalbn ahsa be prdeded nt>irr damage, hraludit that due to sunMpAt makii, equlpmad mdrdenmce alr! wind but nor bmkod to the talloadrp; InSualtorr e>giosed to ismal stat be eilkatila jj 1 } ' for ouldarr aervlce ap., prdsdotl by aluminuni, shed mefd psWed anws err p4atla cava. Collalarfo xin 1 Inardal shell be pratacha rn above a pakued w9ft a codlnp the M wdtd roimdaM"and proMdes OMdirq sola tadidlm'that can cause degradapon d the mdedd ifrom i J 114° Pod pool Spa ffoetlnp Symems and Equipment { 1. CaUped with 78961hennd dtidatry, oncR awhiit, wdihaprodopen9 psdrt.ttkets, rw ebdrtc regfstanos hesyste end no Pact.mar 1 2. system is Metdled alth at kyat 3t1' d pipe betvteen ort heal for future spun: inner for outdoes pads or f apes.. a At least 30' d pipe betwemi Baer and tactor for hduts soler hesonp. U. Cover to pulrlcrn pools a outdad.apae 3.Ooofsystamtfa7_difadbrialMists aidedndddioitpumpihneaaifch.'. �, tI 14x 1 t i5. f3ae find calW h.tnacea pod haatero, ops hedl a housandd coolang appaw.eea have I''m 4� oattlnuawt;�ouml�p piletpld pph1, i�P�`• Natateetrfpd tooM;-.a eppRairosa wWi pool c 160IiiWttj �8t r .I �` I t8 (Ai t od Racf mderid inial coal anarlo Lighting M166sums � `» S16Q(kytt Lumtnsires'�r pamd Cpitkinp M Idlchioime tl havo iamps soft arildenary 40 tumatghletlor prasterpr l gairorsl 1119irhrW let whare. This perrad f4hhnp shell be poMtah.d 6y'a srkdt on o ral accessible Ioftg' k, panlyd parol d en adrarca to the Idtdaq, t a1(ki2 tea vuth a ehawX of Wihtub must haYa'ehhe d bast on NmbaGo ltd Tempa lylth en dtkacy of .� w ' 4,1himeri ldtorpieafersafthedattheantrenoetothemumaamdthevtmr dgltoitchroqutell � otic"rwvd M t,ectlan 160(kj2. Lia treed cerik+o edura ars IC Qnadatbn aortic) spproued • xw,' K.• xA' K ,y..,,'a ...veva .s+rNu«: �.:. .uMl� .eWN+'r.! '+u .+ww.- 3.1 By Bntrpy8be User NOMba 2tiO4 � Job Numbs '�" yp` < .c�rnp 'ter, Method Summary �+ (Part 1 of 3) C•2R { :i_ennamLgesidencCe :.roiact Titleua 5Lt4i0 =QakridZelarie'-! &M --C* liido ProJoct t*— A orae ,lllfatsa &_C:,OM _Energy Cansult'ih Documentation Autho Z07 839-1763. Sul ldlog Permit t - , :;CDm �ter_P e rf Cemoihnco TelephoiW � plan ChecklDate r#olhod (Parka or Computer) �--P -1 � • Climate Zo��+ �--•- , . Field Cheek/Dnte Source Enorgy Use Standard kBtWsf: r Design Praposetl Destgn., Comptlance fiAar�in - SFiTwlieating. 21,66 19.41 2.25 _ Space coding 12.60 1.6.7 ._^±nestic HotYYater___ 12.21' 10.21. 2:00 Totals ._ .' 46747 46.36: _ 'A11 ; BUIL GENERAL INFORMATION - LING COMPLIES Q Slab Flooi Pod . I FloorArea: 2,225 Floor'Cortshtictlon Type: Raised Floor Building Tylia: Single Fam Detached Bulltitng Front`OrienWoon (North) 0 deg Total Fenestration Aroa: 1.5:6% Numtier of Dwolling Units: 1.00 Total Conditioned Volume: 20,025 W imber of Stbriesi 1 SIa6 Floor Area; 2,225 81JILOING;ZONEINFORAAATION Zone Name r -- Floor�Area Volume #of TI temios}at Vent. lJnits Zone::r T t. Area Yue H g Jj li• �. 7� -—'"---�r�+-=, r02$ ,...i..(10� ... -..,...`CO Bd-__..': Ci.Vh k OPAQUE SURFACESSolar Act Gains _ Type Area U -Fac., Aan. Tilt, Y / P! Form 3'keference Location /Comments uual ts, ...,.,_0.001 ia�rau_cw�s a�mss} aesiaon Vllall� . i4 _..... 0,08a _J25..._.,_90, R 19lOtaiL(IAI X328.18) Restcis .1Nall RealidM'teinr.. _ .... . - _ _380 �O.DB] .W..,_,.,..0, —90 .. 35 n.567 .-,.» —90. .1Na11_ 3110081 � 780 .90. ,R_t9.1Ne1L(1N.192:16) BdkLzbodDwr Rdfl1NeIL(10Li92�16} _ . __ _ Reeitiettra _: » . _ J2estde�> Resici�r� - Well o» �,�552. wv0.0612Z0. _ .:9D. g-f9J8feIL(V1LlB2>�1B} Rft�'ra "" �OY� ,Run Iriltl�0on EnergyPio 11 eyEn at Ur*W64br. Tuna: 05f14f02 00 32.03' Ruri Code: i02138032J, °t18 2804 Uob'Numbm 020031 7�t a e p4 IC Ili; i Computer Method Summary (Part 2 of 3) C-2R Leonard Residence 5/14102 i!rotactYlUe Dago. -., e FENESTRATION SURFACES # Type A1Jra FaUctar St GG Act. Glazing Type Locdord Airh. Tiff Comments A- Window-, limit-,.-(Sotd 2 Wndgw Ro,1r R--w "Q 9.0 9 0 O fi00 Y d65 ^-135. ` 9D I]ou6le NonMeG�1 C1eaC_.� � Rnnlik nr a .0.500 0.65 `�L _ -90 Double NmMeNdt f� �os_id� �N«Shi. _ . $9 ..:4.f K 0,61 _,� �.,..P_ NQnMCGWX �- Wii oww,V.Frant (North). „_,}6,,0 0,500 _ 0.95 m r .- L 0 ; DQuble NanMetaJ C� Rc�stdence �lindow Ff t- (d�rlW <S -44$Q rzZ _4 @ 4la�bteLl @ashen. 065 , ---M, . m ut,a"C+ k c _ RGslaeaW 7 Window EiFar rSnNh� 6 Window Lt4t (Eaetl �.115Q 20.0 0mo. ,�_.;-.om A.550 0.65 ,�..�181� .�.r� Raub15N40� �Clret ReSidBflrA B Windd!__Left- (Easq, _ 5,.e ,...PIrz � ...,•,...._.._ _0.:`.,� -._;;0.sh5. 90 9D Double NonNletal Clear Residence � � � -.,r,s�(1. _._8Q 4nubie:BltmM�leat.._.......�.... �14 WindaNL. ftht R COCO) -.98.4. �.5D0. __ 0.45 �21Q - �Q Rt�bhlAls nNetel�lr�at �, Resfdertce INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin _ Rigfit Fin E tenor Shade Type ShiGC H9L Wd' l.en. Hgt °LE#, Ru, pill: L HgI Dfst. Len. Hgt 1 tl!y Screen U.76 eA 11-.5 7- 0.1 2 2.0 2 HUarcreen - 078 X6,0 15 12.0 01 20 ZO NOW 5 �. o.7a 4.0 � ,_,.^,0 .__..0.1 ,_Z9 _..2.j �- 29 .�OJ �,..2 0 ._,Zit - -- 7 R4t9:screen ' " ' _-010 0,L$ 0.76 3 0 . _zo , _ )J -2.6 ,,. a 8 8 _ t Screen U,7fi �.7 h- 8 4 6.7 3.0 _4,.1 2,0 . 0,4 __Z- 2 U 2 0 9 B�95 X0.76 4.0 4.0 - R 2.0 01 2.0 -0 10 999 Screen _ 0_78 3 4 4.0 -- 2;0 U 1 . , 2.0 2:0 cm ZEi M ---Rpn Initiption Timix 9511!9 7 061.32 Q3 :Run C9i1g1313® -R�.1i01 Eneryypil 51 By EnerOySoRUeerNumbeq 2804 Job Number. 020091 w 6-0 i' ew �� � L 111111 4. t l.rJ.d U•C aaA.O i 1 4 wu•r� J h h my 4.. � s 4 -`y Ntltl F rl !'G� 0 N I ',"'J y i CuBtamer : LEONARD Projec':t * 4,i -0..E0 - 0-221P2 El Ti lh 'ID T1 TUe May Pam,1y A - 14 ii'Ot 47. 26 2,002 t 324 Span 34Ouanti,ty 2 Top Pitc1) 9/12 ACES -32 Ver 2,0, 010 3/30L399a� ., •', I ; •' T19OJAN PLATE OFFSETS 1X-LEFT,Y•TOPwi13-q+31- 60.TT CHOHD SPL LCE5: i1�12-3k6 ..,t 1-0.' 4-2 12 7-6-3 13-10-10 ..•( 204—b 26-5,13 X29 -9—R 34 0' `— 4-2-12 3-3-7' 6-4-8 6-2-12, 6-4—B 3-3-6 4-2-12 798 4%5 3X4 7X8 4 S:. X5 {14 13 17 0i'; 11 10 9 11 ZX4 4X5 4X5 4X6 05 3X4 r_6 - 10' 1—Q t 20-1=6' + 26-5-13 2g—g-4' X34 4=2 12 '; 3-3-7 6; 4-8 "i-2-12 6-4-8 3-3-6 4 2-12 1 4 I I L. HL TOPKS 9 4 i P 1 v' 'R . HL TO Pk + LEFTHE O 4-9 r' 6 -PAN 34-0 RISE: 6-;4-9. R IC'MT 1151GHT. 0=4 91 LUADIN6 L (PSF) MAX' STRESSES' MINZMUM GRADE r)r t z9Re- + PLATE l eM�O-•220,` 190 rD� ;TOP 4 5-O'.549 TOP CHORD; 2Xe iJo'.1EstP ,..rq UF' -.L p� TOP. 16 10 'BOTT 11 12-0,352 ` BOT C1 ORD: :2X4 No, 1&Btr ;GF. OF -L BOTT O B L.L.DEFL,@1:1-0:p6 < L^}ISdO WEBS...,._ : 2X4 5TANOARO 'GR OF -L PEPETITiVE STfiE55ES R N07 USED NO. pF MEMBE S' 2 7-ICBO;ANSILTP I95`- OEFLECTIONyIN,1 L. L6, 0106, 0,L Ot 0?, TCL -0.12a 4,0 ,�it3. o, cUBC 9 � REACTIONS. size! 8.36384,266 ��IA--3264;'9;50 r I ' U(LOSIPLIFTS JUS '0.265 - FORCES.- LOAD BASE fir . TOP CHDRO 1-2-:..433 , 2-3 -167fr113-4­0.b74 4-5r 3416, 8-6+-3416; 6 7-=3362 7-8--361! BOTTOM CHORD 8-9- 2872, 9-10- 2872, f0 1f2676, 11-9P� 2974; 12-13- .1330 13-14 344, 441--3A4; , , - 0 4611.6'6, - WEBS. 2-14=-9913,5 11--819, " + fl95+ � 6. 10f33t36346� 7+10.275, 7-9• l50;. : 1450, 3-12. 2210 4-12 f_25; 6 Si . LUADINS STRESS INCREASE •LDADIN6 PANEL (PLO) / JO'INT6 (LBS), LUMBER PLATE TYPE 1 1,25 .1,.25- UNIFORM f- 3. 62 3� 169.330 ' 6 8 52, 0 A- AO R CONCENTRATED. 3 486 S. 48S j�q�gyy}99 yam+ Tnu CHEC,KEO FOR BO Mop.il ViINO, ENCL 8 06„ WALL HflT�I `SO FT,IBL6S CAT I� E 1P 6A7, C, !B (10481 Psr DL f00.00'"I F d C A LIN 2MEMBERS NAILED 466r W/1 ROH (S) OF :'331x3 ^!ri!r NAIIs f2')R. o.ra (TOP "�Ns';:1, AND .i Row (S) OF !31x3 !n INAII�S f2 �refy 4 (8�1 S•i Far Hobe Uba � i ROW 01 NAILS '12 fn, ode, ^•., r � ^��1 � � I , '' TOP C!lORD DRACiNG a 24" O;C UNLGS5 lI1GIDLY SHEATHED, BOTTOM CORD CONTINUOUSLY BRACED d YU'O"O,C, 11NLE5S RIGUY SHEATHED tAll AL BRACING OF WEB MLt 1DERS, V(F9CRE REQUIRE7, AIW AS SHOWN An&C, rok �ypFESSIpN ADDITIONAL I?CRMANCNT'AND TEMPORARY BkAC1NG (W})ICH IS rILWAYS READS) nC1 ER TO TPDI PUbb CATON Hie nRACDJG WOOD TRUSSES - — — t,��" Ci NGi,�G ,�,� ti{iRNlN�= C@1'ffV cle+a'i,�tf p�ranrclCre rUlrt Plan N�JT1l� 6N �'t[I,�ANg kCiy6k�F�' Slp,�ktlCC`Ok� UsG, " � �'` - i Doilynvalldfor ueoonlyHilh llTekconnoctoiS Thlibadipnfeba3odonly�6pdgpd,omolo-Vho4m hmSfeloiinjddiVlduel �� w 1p : bbildino compOpeni Ib bb in oil of ! r Ebilpbnan)irfoeponeibhl'ty ol; bplitllrltl daAlOnor riot iruei doelpaon brrelnp ehoivn la'(of laierof Atlpptlrt of IndNldobl , " f' �"� ^ wab rlamberi holy, Addllibnei ldmpbtary brAitnp io Ineuro �lablhly ddlinl)oanetrdcdon falhr'roiponelblllty b) If)o broe bf, ' " T4 1 Addlponn) Dam anonii roe(np I1+it, of Iho bvorall itrdctuio li Iho ldiobhwbilhybilha b0d1np;d6lonor. For b'dAiral duldbncd lipeh{iay IebrjR3Ndri, apolily cbnlrolreiorOOo, dalNary, ao Orep and Hid -O) l oroelton,,al(d bra$)np,bbneuil08T eB 6ue)Ity 8lepaierd, D9d ��( �����'�� ' �, olnl3peclllaetlon, f`endllnpinefAilallun end OreOiPp pecoMmondailon aValiotilo piale hlhillule;.010`6nbilia Orive, fAdiibn, wi vioM)Tek Indus''04 inc. „. -w I fN .a -yu�a ).. y.l � •:r,•,r•� w „'7 ,.- � u"^..rw^ y �.....+�ww�,-M ,y,".....:ar ,r�,.o-...,. w..,,rnm.»" ..d,yr w";"`„;'� :-.j i X5 {14 13 17 0i'; 11 10 9 11 ZX4 4X5 4X5 4X6 05 3X4 r_6 - 10' 1—Q t 20-1=6' + 26-5-13 2g—g-4' X34 4=2 12 '; 3-3-7 6; 4-8 "i-2-12 6-4-8 3-3-6 4 2-12 1 4 I I L. HL TOPKS 9 4 i P 1 v' 'R . HL TO Pk + LEFTHE O 4-9 r' 6 -PAN 34-0 RISE: 6-;4-9. R IC'MT 1151GHT. 0=4 91 LUADIN6 L (PSF) MAX' STRESSES' MINZMUM GRADE r)r t z9Re- + PLATE l eM�O-•220,` 190 rD� ;TOP 4 5-O'.549 TOP CHORD; 2Xe iJo'.1EstP ,..rq UF' -.L p� TOP. 16 10 'BOTT 11 12-0,352 ` BOT C1 ORD: :2X4 No, 1&Btr ;GF. OF -L BOTT O B L.L.DEFL,@1:1-0:p6 < L^}ISdO WEBS...,._ : 2X4 5TANOARO 'GR OF -L PEPETITiVE STfiE55ES R N07 USED NO. pF MEMBE S' 2 7-ICBO;ANSILTP I95`- OEFLECTIONyIN,1 L. L6, 0106, 0,L Ot 0?, TCL -0.12a 4,0 ,�it3. o, cUBC 9 � REACTIONS. size! 8.36384,266 ��IA--3264;'9;50 r I ' U(LOSIPLIFTS JUS '0.265 - FORCES.- LOAD BASE fir . TOP CHDRO 1-2-:..433 , 2-3 -167fr113-4­0.b74 4-5r 3416, 8-6+-3416; 6 7-=3362 7-8--361! BOTTOM CHORD 8-9- 2872, 9-10- 2872, f0 1f2676, 11-9P� 2974; 12-13- .1330 13-14 344, 441--3A4; , , - 0 4611.6'6, - WEBS. 2-14=-9913,5 11--819, " + fl95+ � 6. 10f33t36346� 7+10.275, 7-9• l50;. : 1450, 3-12. 2210 4-12 f_25; 6 Si . LUADINS STRESS INCREASE •LDADIN6 PANEL (PLO) / JO'INT6 (LBS), LUMBER PLATE TYPE 1 1,25 .1,.25- UNIFORM f- 3. 62 3� 169.330 ' 6 8 52, 0 A- AO R CONCENTRATED. 3 486 S. 48S j�q�gyy}99 yam+ Tnu CHEC,KEO FOR BO Mop.il ViINO, ENCL 8 06„ WALL HflT�I `SO FT,IBL6S CAT I� E 1P 6A7, C, !B (10481 Psr DL f00.00'"I F d C A LIN 2MEMBERS NAILED 466r W/1 ROH (S) OF :'331x3 ^!ri!r NAIIs f2')R. o.ra (TOP "�Ns';:1, AND .i Row (S) OF !31x3 !n INAII�S f2 �refy 4 (8�1 S•i Far Hobe Uba � i ROW 01 NAILS '12 fn, ode, ^•., r � ^��1 � � I , '' TOP C!lORD DRACiNG a 24" O;C UNLGS5 lI1GIDLY SHEATHED, BOTTOM CORD CONTINUOUSLY BRACED d YU'O"O,C, 11NLE5S RIGUY SHEATHED tAll AL BRACING OF WEB MLt 1DERS, V(F9CRE REQUIRE7, AIW AS SHOWN An&C, rok �ypFESSIpN ADDITIONAL I?CRMANCNT'AND TEMPORARY BkAC1NG (W})ICH IS rILWAYS READS) nC1 ER TO TPDI PUbb CATON Hie nRACDJG WOOD TRUSSES - — — t,��" Ci NGi,�G ,�,� ti{iRNlN�= C@1'ffV cle+a'i,�tf p�ranrclCre rUlrt Plan N�JT1l� 6N �'t[I,�ANg kCiy6k�F�' Slp,�ktlCC`Ok� UsG, " � �'` - i Doilynvalldfor ueoonlyHilh llTekconnoctoiS Thlibadipnfeba3odonly�6pdgpd,omolo-Vho4m hmSfeloiinjddiVlduel �� w 1p : bbildino compOpeni Ib bb in oil of ! r Ebilpbnan)irfoeponeibhl'ty ol; bplitllrltl daAlOnor riot iruei doelpaon brrelnp ehoivn la'(of laierof Atlpptlrt of IndNldobl , " f' �"� ^ wab rlamberi holy, Addllibnei ldmpbtary brAitnp io Ineuro �lablhly ddlinl)oanetrdcdon falhr'roiponelblllty b) If)o broe bf, ' " T4 1 Addlponn) Dam anonii roe(np I1+it, of Iho bvorall itrdctuio li Iho ldiobhwbilhybilha b0d1np;d6lonor. For b'dAiral duldbncd lipeh{iay IebrjR3Ndri, apolily cbnlrolreiorOOo, dalNary, ao Orep and Hid -O) l oroelton,,al(d bra$)np,bbneuil08T eB 6ue)Ity 8lepaierd, D9d ��( �����'�� ' �, olnl3peclllaetlon, f`endllnpinefAilallun end OreOiPp pecoMmondailon aValiotilo piale hlhillule;.010`6nbilia Orive, fAdiibn, wi vioM)Tek Indus''04 inc. „. -w I fN .a -yu�a ).. y.l � •:r,•,r•� w „'7 ,.- � u"^..rw^ y �.....+�ww�,-M ,y,".....:ar ,r�,.o-...,. w..,,rnm.»" ..d,yr w";"`„;'� :-.j _.�.r r >�,fs 022902..11.. -% -a MdY 14 `.10: 47• X43 PrG7actr14; 4QONOARO 0uanti,10 'S' 'r. ToPlP tctli e" 9/121'a S- i 4'S LEO Truss Ip T4, / SPaFJ, Bot ph TPOJAN ACUS -32 Vopr2.0, B1tl, 13/30F7999I PLATE OFFSETS 1%•LEFT,YeTOPI; 1)?o-4 21, 3-11 =8 12=0 15=9 22-0' 27-6-8 3e-� Iib ._'�_'_ 6-5-6 5-6-8 08 1X4 08.' j J 4. S 1 3X4 i6 3X4 10 05 _ 4X5Y u. 3X4 , 3X4 I 12:', 5X61 5X6 3I 1 1=8 ':a t o-0 1- r �9 -i 22-0 27-`6-8 34-0 3-11-8 8-0=8 6-3 S -'o-8. 6r5-8 L, HL TO PK 5 E 1 0 'INTERNAL RIS- A -5-1«'R.; HL TD PK ; 15-0, t LEFT HEIGHT, 0-4-9 SPAN, 94-0 RISE: S-A_b RIGHT HEIGHT; O A 9 LOADINGI (PSF) ;1 IMAX' STRESSES �IINIMUN GRADE OF LUMBLR •PLATES::.M20-2201 190 . QLD TOP 1-20428 TOP CHORD 2X4 N0:16BtrGR DF -.L 30T TOP 36 10 ,BOTT 31 12 0.`461 C1aOR0I2X4 No.168tr„,GR DF -L , BOTT 0 H LL OE.F^L 1510-0.04 ;C' L/240 IIEBS 2X4 STANDARD' GR :DF -L STFI,INC�. L"LIMB 1.25 P' ATE 1:.25 SPACING 24,0 1n qt, ''cLIBC 97 -ICBG ANSI/..,, REPETITIVE STRESSES USED _ (10. OF MEM6ERS 1 OEFLECTION(IN.) L.Lr 0.04 D,4.0:05, T�L•0.09 - - - f REACTIONS,'SIZEr 1--861. 5,50 llw 1504, E..50 ,UPLIFTS ILBS)» 8�2f0 - '.; HORIZ. .(LOS),, 124„22 - ' FORCES-- LOAD CASE /1 ° TOP CHORD 1-2-1170. 2^3 11F0,S-5-470 6-7-_47l', BOTT OM CHORD 7^8-380. 8 -9 --AOS,' ''9 10• 400 50. 11- 955r 11-"12 9711 '12 1. 909, 5-94-573, WEDS, 2-12+-244. '2 11--15}-3-11_SO0, 3x10!,'344 4-10•-260 5-10. 91L.- i • 6-9� 846 6-0-128 _ r WEB 2-i1 BRACED '6t 'I/2IPOINTS AS SHOWN ABOVE I TRUSS CHEht<ED FDR 80 14,'P,)i WIND, ENCL. BLOG.I WALL HG'f . `:10 FT, 8L0 CAT'. I', EXP. CAT C, !B (10 81 P9F 01 0� �Oq"'ti 4t ,,,FFFiiq��0 q+�{G (�E,pf(�L+SNE (A9CE7^9.: TRUSS HAS _BEEN CHECKED FORA' PSF i,'ON CONCURRENT I IVEtLOAD AND ,806. PSF --DEAD LOA" Dl� BOTTOM CHORD. PQ. 7ABLEFF'-1116- BLS -"9v1• TOP CHORD"BRACING @ 244 O.C, UNLESS RIGIDLY SHEATHED, 9077O1 CHORD CONTINUOUSLY BRACED @`I10'0'`J.C, UNLESS RIGIDLY SHP.ATHEU. LATERAL n BRACING OF WEB MEA4BERS, I4HERE REQUIRED, ARE AS $t OWN AtOVE, FOR ''s. 9 �St'JA{i 1 L ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH I5 ALWAYS REQ'D)'REFERTOTPI PUBLICATION HID•91 BRACING WOOD TRUSSES CO1 oval NTARY AND RECOMMENDATION: .. 7goFESsray, ' ., �r,Q`•c�� C+N�, !rG Fav �I 1ViiRN(NC:'-1'drijj rlrsi�r: f?drnnteldt s rtorl RGAYNOTtS r7N l 1 1Nb REVERS 1pL CiR'fARR'US L Design valid lot use only with MiTek'connaclpts Thla doelgn Is baaod Doll' upon pemmolora Shawn and la for on Indivitlual. r 0499 ,.A.. butldJpg component to be Installed and loaded vbdIdally Appllcebbby of tloslgn palerMAJ a and propet Incorporallon of : 7� µ: compononl Is rasponslblilIV of bulldjpg doslgnar- not trust doclgner. Ofacing shown Isiof lateral aupporl of (ndlvidual watt members ortlypddiUonai tomporery bracing to Inouro elabtliry dddpg copalrucllon le the toaponslbllity of the areplor, n Addllionhl potmanani,bracing of lho avorali afruclure Is fila tasponslbtllty a( the bonding doslgner, For genera( guldanca regarding fabrlcaPon quality conbol„sforage, delivaty, doctlon, and bracing, consoll`OST•8g Ouaih� Stsndsrd, tiSO• � � �• .l:r`N.�T +169 Bracing Speclllaetlan,snd HIB•gt Hendling Instellnilori and 8[ooing Rueommnndallon ovalipbla Irom True .. », iean, w151Tie 'Mitek I s, as Inc ` plater alltuts, Silo O'Onohlo Drive Med ,.-�,,.wwvw^""-tiyn-+' .a - `b crr.,,-.•:,.y � ^...e �-.`�"'-�r-,.z;.,r,-.r.m �i�1i.�,H -,.."' ^r,..�,r•-��.�.,... M f .,w.Y ..u-N..�,,:� . — WY..... �_.;..w—.-i.�.,..r ,.-..;+..a w.:,.�,M w.,.��.,�.. r ..('G`� '.�.,,�.• + 'e-'m-..�w."...� '-�� ».. .: �.-,.a.M �nr`NS�,::..... ,. � i � � � I a �``- 022,10256 - Gu'si`.,me� '1 ,wLEONARL3. Tue` May 14 10': 48; 15 2002 Pr o)ect, N. ,.4:1LEO T u ' P 3e IO T74 Famd 1 ,, * 314 Span t';, 34r0' OUenfiity 1 Top Pitch 9/32 1 FACES-32'' Ver Q,O, old f` 30/SB991 TE TRP JAN PLAOFF.5ET5 IX•LE ET Y,TOP)::IflO.4.,21t , r � fiu0 Y2 0 - i7-b 1,., 72-0 r 6-0 { it 6-0 5-0. - 5-0 6800 6400 4k© 1X4 08 ' 3X4 3X4' 05 ' 4X5" n' 1Z 11 IO 9 1 k4l 3X4 5X8 ll °1n a 3X4 1 X4. r . 8-0 12-0 17"6 ":' 2_0 2 _� , 6 0�, 6"0 5 0 5-0 6-0` 6400 FL WL ) fL HL, TO PK: 15-0 r p .x LEFT HEIGHT.,O-4-f3 SPAN: 34-0 RISE 9 -d-B RIGHT HEIGHT O -0-_9 _ LOADING PSh')) MAX $TRESGES 'MINIMUM GRADE OF�.LUMBER hLATE$:M20-220,190.1 L D TOP 1 2-0,287 TOP CHORD:2X No 1MBER,GR DF; =L TOP 16 10 BOTT 12-1�0 357'. BOT CHORD.., X� No 16Btr" G(� DF- L , BOTT. O B LL,DEF!L @10'0 04 c L/2dp WEBS. 2X4 STANDARD GR' DF L STR,INC LUMS 1.25,.PLATE 1 25;. SPACING- REPETITIVE 24.b in, o, .c UBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO' O MEMeAio i ,OEFLECTION(INA L,L 0, 04,O:L, O.OB,T L 0 b9 ` REACTIONS; SIZE i•-:lfAO, 5,90`, 7=I144aSO 5 UPLIFTS (LUS). f HORI2p (LBS :1.422 FORCES LOAD ,CASE °t! 1 TOP,. CHORD 1 2� 1920 r^- 3 1202 3 4 10 -52 4-5 1452, 5 fi 1202 6-7•-1525 SOTTOM CHORD 7 B+ 1197 8-9- 1197; 9-1641,959a. 10-11 959 f1 12 1197, l2-1•'1197 8-9-'299 1' NESS 2-12 942 11 299, 3=li' 269, 3 f0 194, .A-f0�<260, t 6 6. 94, NEB 4=10 B,HACE9'e!'I!(2 POINTS AS SH6HN ABOVE` i TRUSS CHECKED FOR ti0 M PJH VINO, ENCL,fILDG.iNALL 14GTl''10. FT BLDG CAT, IIE%p, .CAT, Cr 1O B) ¢SF bLr 100.40 MI �ROM,ACEANLINE'lASCE7-O;" f TRUSS HAS 'DEkN CHECKED Ftlq' 10 pSF, NON CONCUpRENT LIVE LOAD ANtl 8'. 00 PSF OtA4 LOAD (7N BOTTOM CN4RDGq"TA2LE,�10-8, USC-94 I 7d TOP CIIORDDRACMU Q 2d O C, UNLES° RIGIDLY SHEATI�D UGTTOM CFIORD } CONTINUOUSLY BRACED n 100"O C UNLESS RIGIDLY SHEATHED; LATERAL A a1 BR,tCMG OP"-'b MEMBERS WHERE REQUIRED ARE AS SNOIVN ASOVII. VOR i RECOMMENDATION ECOMM,f l r'Jh7 ADDITIONAL PERMANENT AM TEMPORARY BRACINo (WHICH I5 N.1VAY5 }. t 20 REQ'D)RI:F'ERTOTPIPUBLIC,ATIONHIO.01BRACMGW00DTPUSSES ���1� � 1 comENTARY AND, ENDATION. �,� {Ii1$1VrVC3wt�6Pi(j!r7es1(IPtlrndietrrxondR`t'AbNYI1"!i$t7N�llllt ANnnl} A'RS SIDC!}A tlR USS_ Ieelgnvplld(or��ariiyWljliLttTek[nngec�o)i7nedeelprtltl�ne,rti6ntydpp�pnmmaloiiehnwn,Gndle(oFah(ndlvidu6l � �1�p,7 �"4 Bijllding cCm'Pononl is be Inelalted Bnd loedea iollicntly pp'�hul �,Ity of do;aipn pnmmornre end pFbpAi_Iti 6o 6tellbh n,I componA)� ie reaPdhe(hlltty 61 bdlfdlp0 tletlgnor hd iNOi�Ueef� I,il, 6rdcih0 nhcwn ia'�ot leiarel bll po)t bf I1dlWdddf; ;I '� ,� '�' Web rda thig 6nly Addlllonol W06jery bmclno to Wdro liA6glly OWng edoedellon le lhn inepono$oy of lho oreclot �`•a - „h y�ly+ Alldulo0cl permoilanl bracing nY)hA ov'afell ►1�U'aldte le iho')oaporo{bllpy oIlho biilidld0 tloefanoy.l orOBholdl.°UidnAc'c i� 23 0 ldgerd6ip Inbdcallod, umhy cilhirdneierdpn,.doliyety, erecllon, Ana' brecfd2, coodWlObT•BB Odeilty glendird, i BQOleoln86peelilee�an,enl(NI9glHendtlnglnoelall_AnanddroelnpRwammenNnlforyAvSlicblbf�alnTluu All,,,q Ni' ' r — MiTfik Indfisk(6sj Inc, , i ' �;; 02210250 .�CUsfo(ner LEONARD Truss Ip Tg Tue May 14 901 40 a6 2002' Proj9.ct k ',41LE0, y 8 Span ; '23 O� 0� ua�t�,ty 2 joPl�Pib*h 9/12 A.E5-32 Ver 12 �' Fg�tl (3(30/1998) � " -, w�. 'TROJAP( PLATE ONSETS (x li El', 1�TOPI� O2 4 31 lf4 4e 3I: II7-.9; 2I,, 7 6 3+ I1-6 15-5-13 23-0 1-0 T 7 6-3:'<' 3-11-13" I' '3-I i-13 I 7-6-3 1— r 7X8 " 3X7X8 4. 2` J 6 x 05 4X5: 3R4 5,718 04 ll a� 111-6 15-5"13 I, 23-0 7-6-3 r 3 11-13� 3"11-13 _ 7-4-3 4 " ( t L HL TO PK: 9-4-1:1i. R: 'HL TO PK :�R 4-11 ` LF-F14EIGHT: 0-4-9 SPAN: 03-0 RISE: 6-4-10 RIGHT HEIGHT: 0-4-9 LOAD1jJG (PSFJ , MAX STRESSES MINIMUM GRADE OF LUMBER: �PL`ATES: M20-220, 190' L D TOP: 1 2--0:415 TOP CHORD, 2X4 No , 16Btr GR DF-L ;rF - t TOP 16 10 " BOTT E�-7-0', 303 ', BOT CHORD: ;2X4 No... 16BCr GR DF'-L i BOTT O B S LL.DEFL 07-0,03 <'L/'240 WEBS 2X4 GTANDARD GR DF' L "REPETITIVE STRESSES SPACING 24.0 `1n. o.. q;IBC 97-ICBOrANSX/TPIs5, NOT USED NO.'OF MEMBERS � 2 AEFLECTILN IIN) ,L,L_ 0,03, 0',L U 03, T:.L 0.05 " • r ,:5,50. AEACTtONS,'SIZE•`3-•-1902.5.,x0 5-=1902 : UP411 TS ILSS) • 1-B3, 5-B3 HORI Z.. „ (LBS) : 1-266 , r + FORCES -,LOAD CASE 11 }� TOP CHORD 1-2--2426; :2 3 143, 3 4--2143 4-5-•-2426, 'tIOITOfI C ORD 5-6; 3907., 6 > 1907,, 7 B- 1907 B-1- 1907, EBB, 2-B+ 225, ?.-7. 413, 3-7--518, 4-7- 413, 4-6. 225;' L6A6iNG STRESS INCREASE LOAOING PA41FL (FLF) / JOINTS (LOS) r - Lumaw PLATE TYPE 1 1' 25 :1 25` UNIFORM 1 2 'S2 2» -.130 4- 5- 52'- 5-+]-:'e40 , CO)JCENTRATEO 2. 488 ,4466 TRUSS CNECKhD FOR BO M p.,h-MIND, ENCL_ BLDG MALL H6f:.f0 FT. 61.4r CAj.. I,Ekp. CAT`, C, 16(]OiB1 PuP„yl�lOO,yIS�i.OyM I�.{Q�'�.Oy/CE'yANLINE;fA5CE7-9I" 2: MEMBERS NAILED TOG.' W/1 ROW (S) !OF 8131x3 1n. FAILS 12.Sn. O.C} (TOP f:HB,IrANO ! ;gOM(S) AF X13 % "1 (1I S' 1�2` !R� BpC IBOTT. ;LhjS,), " IFe Woos Use 11 80",of NAILS: !,Sin. o C I : j i 22 ;. A 15 ilt, Y TOP CHORD BRACING ©24 O.O�l1NLES5 RIGIbLY SHEATIfED, 60TTOSN CHORDPA �2i CONTINUOUSLY; BRACED S )QO 6,C. QNLESS RIGIDLY,$HEAVEM LATERAL F� BRACING'OF WM MEMBERS WHEREAIIQUIRED, ARE AS' SHOVI ABOVE, FOR g1pA'; ADDITIONAL, PERMANENTAND TEMPORARY BRAC [NO (WHICH IS ALWAYS RCQ D) REFER TO TPI PUBLICATION NB-91 BRACING W06DTRU iQ O ESS10 ,OMME` . AT10NO C NTARY AND RECOMMEND ` htl�,tl •4VARN7N17 yCp)fi rlesi )I pslrrTgfeiYttrc � MtJ Rl Ai1 N07 - UN T1119vIND RCyF1tSC SIpC dtliUHC USC - `baslpn.Vefld7oruse only bI1h.MRak wnnaclbro.7hls dasipR!a baaod only upon poramgleta ohown, and Is for on Indlvldoal bYlldlnp compononS to ba insfulloa end loaded vorlleally, A;ppllcablilty of Ugsipn pmamafors and proper Idcory'oratibn of gorpponoal L raoponalbllhy 6lfbuildlnp,daaippol-not trual'tlaslpnc, 0roelnp shown Ia'lor lotarpl support o) Indlvldoal` web morpbere pnly Addillonrtl lempal.ry braolnp to tn4dm e)ab;llry durC'lg Conallucflon lelh4 raeponaltihby of Iha argCleb ae Add,llonelparmananlbraclnpollhdovorelle)rucfuralslhaaespoptibiptyq)1EIo,bulldlpp:doelpnof.ForOenaraiguldarico repardlnp Iohridgdq u�uellty ebalmf slorago, dolivo'ry, orocpon, and brocln0, conaull O8T ue 0uafltyttendartl, DS6• Sj�i NO. a )110•p1 Heridilnp Inatef'atign and Oreolge Recommgredollop avaga0lo I(om True- Plate Irm"J.te, _688 D'Onojrjq O)Ive, I,tedieon, WI 837111';: , �•. �wF. ,� Mitek Industries, Inc. S Drecin S ecical on nr! ... ..", .. -,:., ....; ;.. .. .::_ . ._... _:. :.... , �K'.'.:r, deme»+°.'atM�',Y,N�r• •'�.*-'—�-..r`M�;-�._=�..Y _ _.y Customer LEONAfiD� 0221.0,264. Spaonect N1 43LED TrUss ID 712E i 1'2-6 Tum May, i4 10.'48 57`2002 OUantity 2 : ACEs -32 Vor,9, 0,'8 I d(3/30 /1 9991. 30 opiPitch ; 905 12 PLATE OFFSETS (%•LEFT, Y•TOP) 4 te),;I,jS 6 1.5)�, a ... TROD . 4-6 6-3 4-6. 7 1 -6 4'6' 4X4 3-', _ .. 4X7 05 ;I ' 2 ; i ,5X6, •. r w k 04 5 SV��1 E { ,: 3X9 3s ' - S X U e � 44 —�. 4a �' 12-6 trT . JT g L , HL SO PK: l7 9-.i -g �,-9 2 IsEFT HEIGHT:O-4-9:' SPAI�12-6 gI3E'5'=Q-13' 4-6 "1 R••H� SA PK.:'7-•912 LOADING (PSF) MAX STgttSSES RIGHT. HEIGHT: 0-4-9 e L D TOP -11--2 1 2O, 096 MINIMUM GRADE OEE:- LUMBER 'PLATES, M20-•220, 190 ip ie BO7T B 1~0.552 TOP C�.{OR0:2X4 Nb,i&Btr GR DF 8077 LL,DEFL @B -O.03 .�' L/2401 WEBSCHORD•2X4 -L No:2 GR OF Ll STANDARD GR OF -L REPETITIVE STRESSES N07 USED SPACING " 24,0 ir1, 0.: CUSC'97•-ICBO,ANSI/7PI95 DEFLECTION (IN) L.L• Of03, GiL 0 037 Ll0.06 ," NO,' O * F MEMBER _ REACTIONS,'SIZE 1�- - r -- 4227,6,90..:5 1830,.8 50 -I: UPLIFTS (LBS) 1.363, 5.123 • q ;, „„HORIZ. (L851.rf•2.f1 . ': '` �ORCEB -� LOAD CArE If TOP 'CNORO! S 2.•4682 2 3 2668; 3 4•-2665 .-6. 277f, SO TOM, 5 6. 2200 6 7 2200, 7 8. 3717 8y., 37f7 ” HERS .I IWa� 5 4051 2-7-3358,;, 3m7- 3111, a 7 135 ' -0-6• AS, � LOADING STAES3 INCp6ASE U''AiING PANEL �FLF) j JOijITS (L83) LUMBER. `PLATE TYPE '6 ' J 1:25 3,25 UNIFGRM !6 CONCENTRATED 4-- 2768 5 e yy,�"p 3'" e TRUSS TRUSS CHECKED FOR BO M,ts,N W11, �ACL4SLOG,, WALL MGT', #0 0- n a CA7, I�ERPq CAT: C, f8(1018) PSF OC; 100.00I 0 JA��1.fGiOCn INE (I§CE74 2'MENOERS NAILED TOG FITS POW S)' '* r 3fx3 1n NAILS i 1r1, b,c, (TOP. CNS;); AND 2 OdOJS) For Nebn Unn f ADN of NAIL9 :f2 1n, 'ln, ri,c, 7v OF; ,f31k3 NAI iSI#n` o ,r,OOTT. Cji8i) ?)'OP CHORD bRAC)N 4 Q 2d 0A UNLESS RliSjbL1� SHEAT}IBD, BOYTOM CNbR� LONTINUOU5LY DRACED iO OC, UNLESS R►OIDLY d .9( SHEATHED, LATERAL Op WEB MEM IERS WHERE REQUIRED ARE I.S SNOWN ABOVE. FOR_ ADDITION ADD)TiONALYERMANENTA`NUTEMpORARyDRACING(WHICI#I5ALWAYS QQ�FE dv¢r10 Oft, Y� tt`tiC RGO•DI RIPER TO TPI pUBL)CATI �O Armor: ru _ � 4� MMBNDATION, Iot &wd- 1'dr-doA$(i jrnramet) )I -a (d )?VA 1) N�ir'G�S UN11119,4 N!) Rla4'�' $ kj I1Cr'04L klS`tt— F^ Osit9nva11djoiufoontywlthMITekconnof:toiO,ThIBdBBtpnbbasddbnlyVponparomoiotsihnwn;bndlq)o,PanfndH,IduAI ., � ,. !c� M '"> + • bblidln9 eardpdnanl to be )pblallad and laaaod varl)oal(y. Appildblllty of di sign pfifamain rs end propar InOorpotallon b) �Cardp01191�}(3yOsp0lislb)IpyOlbulldljlpdafl9net-nothueaaasl9naj,Oocln9a11oWnleiat)dlatalauVpetlo(Indlvlduat `= ■' -• j ,#dA(ionai pfiimandnl bratirtg of (ha overall ottudturo !s Ilia rdapohafbuny of irye bbitdlnp dosi9nbr, Fol i♦onaral gulAanca � Web n1Bm atd Only. Addldd1101,1amp0(01y b(eCln9la IpaU10 etabllby dU}InQ CenBhUCllen')d Ihd raBpenBlblllty b} (tl9 efeC101, Nil %Q roDoid(n9 iah lcatl8n, qquall(j? 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