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19 PATTON RD - BUILDING INSPECTION (2)
Y + / � ' " . .._" __' _ _ . . . /� , 7 I'he Comnwmcr;dih ut�b1as�;irhusclts � ' � ' '� 13uarJ uF13uilJing Rcgul;�ti�ms anJ Si;mJards crry��r � '� �,:, � ��iassarhusrus Stotc Ouilding CuJ�. 73U ChIR �,�LI:�I �ti,,., ir,���,,��� i�„� :�ui 19uilJiny Pmrmit Application 'fo ConstrucL R.pair. Kcnovate Or Dcmulish a l)m�-ur Tnn-Funiih' Uir.�lfin,�� 1 his Satiun Fur O •i�l Ux Onl " UuilJiny Permit�umbcr. ate;�ppliad: ;; /� ,�/ �. C ]/'�mi/ �•, � —--a� � lT OuilJiny Ullici�l�I'rinl N;unc) Siyiml . Dalc SECTIOIV 1: SITE INFOR TION I.I Proper� ,1JJree�: 1.2 A»eeeun��lap S� Purcel fVumben l `I �fa'lrihv �-`r7 � .. I.la Is Ihi!an ntte tad slretll �ef no ����p Numh.r I'urcul Nwnlxr ,�, . v_ 1..1 Zanln� InformwNon: Li Property Dimenelonr a Luniny Dinlriet I'n�p�i�.J U:w Lul Ana(yy Il) fmniug¢(Il) 1.3 BuilJlna Setbuka(R) ' Fronl Y;vd SiJu YwJa Rcar YarJ Reyuircd I'ruviJud Reyuircd Ikuvided Nayuind 1'roviJeJ H�i ttiG� D D/'C p K� 1.61Vxter,Supply:�M.G.1.u.aU,§Sa) 1.7 Flood Zooe Inform�llon: I.a Sew���ql�po�al Syffem: 14ib1ic Od/ Priaule O Zona: Uu�iJe Flood'Luna? Municipal Q�Qn si�a Jiepusul y�swm O Check it' ca0 SECTiONl: PROPERTYOWNERSHIP� y7 � Own�r�of Recordt . (�[�� cr� �1 P scG,s�vc s _��tzC�c.� /'�IA �y/97 D � ;unol�ni�U � Ciq•.Sw�u.'l.IP �g ���ivv 2r� �/`7ff "�7—�/s'�5� Nu.and Stme� �alrphuna F:muil Addmya � SECTION J: DESCRIPTION OF PROPOSED W01tK�(cAeck all that opply) Naw Construction❑ Existing Buildiny❑ OwnerOcwpied O Repain�e) O Alteratfan��) O Addi�iun Denwlition ❑ Accrs�ory Bldg.� Number of Uni�a Oiher ❑ Spuciry: Orief Descriptian af Praposrd Work': 2 � L v F SECTIO�V�; E5T1;11.�TED COVSTRUCTIO�V C05TS �i`��� Estimoted Cosb: Olilclul Ufe Onl il..ihur;md .\Iairrial�l r I. OuilJing 5 I. BuilJiny Pertnit Fee: f Ind(cale huw Yee if Jettrmined: i '. lilccirical 5 �Standud Ciry+Tu��n Applicuion Fee ' �Tut�l Project Cust�Utem 6)v m�diiplier ____ s � ). I'luinhiny S ,. Uiher faar. S - ... - - I J. \I.cli.mi.,�l ill\� \('1 S LisL• � � \k:li.miral iFiro S -------�-- --- -- -- `. --.. .- . • � �u ,�rrs,ioni �oI;jUIFd�S: S_""'____ 'h.d Vu. ( hack.\maum: l'.i,h \m��wu: i� 1'nial I'roject Cu,l: i &�9�� ❑ p.iid in h'ull ❑l)ulstanding Il.�l.uice Due: �� �� -�� � �� 0 � / tit:C'I'ION S: ('ON51'Rli("fIO�V tiF.HVICF:S S.I Cunstruction Supen isur Lirense(Ctil.l �S �'DGj/ t� . . ��/ //� I � -- - - -- ' � ..� 7/ ��JG✓L 4!/t� I iren.�o Nwnhur I'�pir;iln�u U:il¢ e� �--- _. . .._...--- . .. ..... __ ... . ' N:ime�� l'S1. I LJJct I ul C`I. I)�x h��helu��1.' U -�--'---.._ � � �Lat/ � Iti . "'-- ---- , '.-_-_---- 11 pt Dcicripliun - N�� .ind.Street --'-'-S---' U 1�nresui.•ieJ I lluildin e ii w 15,11110 cu. Il.l �� � ( g � U .__ R Hc+tricl.d I.rS Pamil D��.Ilin Cii�ifa��n.Sla��.LI�-.—.---'--� ' SI \I;uun ' µ(' Rialin Cu�crin H'ti N'indu�r.mJtiiJin � tiF tiolid I'uel Iluming A�1PI�:IIII'Cy lDf�-�3 z�S'��(� i i�����i���,�� 1'elc hunu I(m;�il:iJJre,+ D D¢nwliliun 3,2 Rr�letereJ il7ume Im��r/w ament Cuntroclor(fIIC) �p Zcj�� 'Z � {,,,���jy4 �r (2.4�ic. IUC It.�istratiun Numlwr I'�pi uiun I)wu I IIC C nnpun���,un�nr I�'�g�,tmn Nwu� / 7 L vv LIT:III JJIIII'Y! NU. ' 1�$IR'C{ V I��l (�� "�! 7 C' /�/ f� . Ci /Town.Slnte ZIP T¢I¢ hone � SECTION 6�WORK6RS'COMPEN9ATION INSUFtAiVCE AFfIDAVIT(M.G.L e. 1�7.� 25C(6)) Worken Compensatian In�urenca nffidavit muet ba completed end�ubmitted with thie applicetion. Failute to proviJa thia affldavit will result in Ihe dtnial of the Iseuance of the building permit. Signed AlTidavit Auachcd7 Ya.........•C No...........O SECTION 7�:OWNER AUTNOR1lATION TO BE C0111PLETED WHEN OWNER'S ACENT OR COIVTRACTOR APPLIE9 FOR BUILDINC PERM1IIT L aa Owner of the subject property,hereby authorize�c� Q 6' �"'" to act on my beholf,in all mntten relutive to work awhorized 6y thls bullding permil application. I�11111 U��O\�7 N1L11C(EIl'ClNI11C SIuOWIIR) Dute SECTION 7D:OWNER� OR AUTFIOitIZfDAGENT DECLARATION By enlering iny name below. I hereby a�test under the poin�and peneltia of perJury thut all uY the infurmnliun conuinad in this applicalion if true ond�tturale to ihe bast of my knowledge and undemm�ding. I'riN lh�ncr'+ur AuilniriieJ,\ymu'+Noinu I Iil�cUunic\iynuniru) n��� �o•res: I. .�n U��nrr��hu ub�ains a building parmit io do hi�,har own wurk,ur an owner��ho hirca an unregistercd cuntracwr uwt regis�ared in ihe Hume Improvamant Contmcwr 1 HICI Progreml.��ill nu have acces�to ihe�rbivatiun program ur gu�r;uuy I'wid undcr\I.G.L. c. I�_'.a.Uihur impun�nt inf'urmmion on ihe HIC Progrem.an ba li�und a� ������ �n.,.. �;,,� ,�� i Infonn;niun un ihe Construciion Supervisor License cin be found�t������ ���.�•: 5:'� ,ID� � \1'lian subscmiial��urk is pi:mncd.pro�iJa the inlurmmion bcla�v: Po�al Iluor m� I�y. tl.l _ ----..-I incluJing garagt, linishtd bascntcnt aUi.s.Jacks or purchl • llrusi li�ing,ve�i sy. il.i ----. - Habi�ablt roum cuunl -- -. ... . . _ . � \wnhurol'linpla..s . _ . Vumberol'hedruumt . _ . � \wuh.ral'h;uhraomt .. ... _. . . .. — ��umbcrul'hell'ho�ht , . . I 1'�p�of h..uing s�;�.nt . . . . . \'uinb¢r�H'de.ks, p��r:l�tx � I l l�„n I'\�����I�OUlllty i\:ICltl . . � I�O�I��K� .. � t. "f�q,d I'nijrd S��uur¢ Pa��tiyC'� in;�� bc aih.�iwi�•J fi�r..��,��,d Prnjcc� ('n,i.. � :, Crr�r o� S.u�.ti[, ►tiL�ss.�cHc.'sErrs 8l.�tL06`1G DEP.IAT�F.V? I'O �J7.1iH6VGTON STAB$p, )'��ap� � �` I1L �97� 7��959! .�ct��Fltt�Y DRLSCOLL F,�c�97� 1W�98�d SUYOJ! Mv+t�,t ST.PtEt�ts Or�a�a�a,sut aRaveRrr/s����vc cosarsstov e�t Con9tructloa Debr1� Dl�posal Affldavlt (required for il) demolidon and renovation work) In aeeardanea wiih the aixth e,1itlon otehe Stats Building Cade� 180 C�biR seetion I I t.J Deb�a, and the pmvi��a,v a f,uGL o a0, 9 J4; Building Pertnit p i� is,tued with the condltton that Ne dcbria re�ultinq from ihia wurk �hell be diapoac�i of in � praperly licenaed wn�ts dlapoaal faciliry s� daRncd by,�IGL c I1I, 3110A. The debria will be Uan�portcd by; r W �� � (nama ufhaul�r) The debri� wili bo disposed of in : � � �` _ r��m:o�d;iy� ._—�' S ui/� . c�,� i�der �,orn„i„y�— � ��n�nue u(;,ermif ipplic�nf ---�-- '�:a , ..�r . „ : ,�” � CI'I'Y OE 5.1L.E.�,[, 1�L15S.1CHt;5EZTS � [3tilLO1\G DHP.�R"C>l�\T ;;� ���� l?O 1'�/:lSHL�IGTO� $7'REET, )i° FZ.OUtt ��\.�,:' 1�L 978` 7�5-9595 .J�� . � � � I - F.L'c(973) J•10-98�6 ��IBF(�I EY DRISC011. �,t{Yo:t ` �osus sT.PiE.axs , DIQ£CTUA UF Pl9LIC PROPEA7Y/BCtt.D(Nr CO�L�IfSSIUtiER Wurkcr�' Cumpeneatton insur•rnce Af'fTdavit: Uuildcrs/Contructur.vlElectrician+/Plumber� \iipllr.�nt Infnrm•rHnn PleAse Print Lea_lhlr V;IITIC lRueiiw,sUr�,tmva�ianlndividu.Jl:�, 8��C�� �(� r/ G � f � na�«�s: 17 G.� �v`�e w �vG CiryiStatc/Zip: .Sd L�'^- �,E1 Phone M� S�& ' S3 Z ` 55�� 1rc you �n cmpioyer!Cherk tha approprlau baYs 'fyp�uf pmJcet(roqulnd): I.�am a cmployer with l. Q I;un a guncral cuntmmot and 1 6. Q Nuw cunewction amployara(fLil and/or p�rt-cima).• hava hircJ tha yubcanlncmo 2.0 I am a aala propdctar ur p�utn�r• lisiad on iha aituhed.vhect : L ❑Rtmodeling .hip anJ have nu empluyeey Thes�subeoNraaron hava 8. ❑Demalition wurkin� li>r ma in any capaeiry. warkan'camp. inaumnca. y. � OuilJing adJitiun �NO WUfIfCI7�.COIBP.ItlOY(�OC! 7. 0 We�ra a rnrpam�ian md iu � reyuinJ.) . ui0cen hove aaemiacd thci� �0.(] Etecrrical ropain or addieian� ),Q I am a homeuwnur�uing all work riyht uf�anmp�iun per MCL I I.Q Plum6ing repuin ar uddilianf myxif.(\o warkcrd cump. c. 132,J 1141.and wa have no 12.Q Roof mpoira insumnce reyuireJ.� t ¢mpluyeea (No wahen' U.[]O�her cump. inxuranca nyuireJ.) •:�ny uppll�:un Jw eh«Y�boa�1 miu�ilru NI uw iM mciiaa butor sAawiny i�air�raR�d eomynwlun puBay in6�nnm�on. '1 Aun�urn.n wAo.u6mi1�hi��AIMvi�indieylny ihry+n dainy oll�wrlt nnd�han him uuniJ�eaNmoron mmt�ohmil�new a171Jari1 indialin�.uel� �C��mnrwn ilwl cM�k ihi�hw�muA�uxh.J+n.uWuluwl.hsl shuwiny iho nwna af��e mbr•untruwn�nJ ihalr warYm'wmp.pollry InfixmaNas. /�iN un r�npluyrr�huNi pruvfJfaX ivarkin'cumprnaarfun lneurunc�jar my empluyers Bduw!s rh�pol/cy undJob xfr� in/onimllnn. In.,ur,�nc�(:ompany Vmne: _........_ Pulicy 4 ur Srl(-iiv. Liu. d: __ Enpir�tian Date: � )U{7 Slltl AIIIIlI'Stl: CIlYIS18lC/ZI�1t ur�.h a enpy uf�hr�rorAers' .ompens�tloo polley decluaUan p�qt(�howing ih�polley numbor and upintlaa data� F'.iiluru iu w.uro coveraga:ui rcquireJ undar Suct(on 21A ot'�fGL c. I S2 c�n traJ to�ha iinpoei�ian oFcriminal penaltiaa of a rirc up ro iI,S0U.U0 unJ/ar one•yea�iinprimnmen4�i��ell�a civil pemltief in thn I'ortn ul u STOP WURK UfiOEA anJ a line oi up�o $2i0.O0�J�y �g�inv rha violamr. Re�dvi.rcJ�h�t�cupy utihii.+r�temcnl m�y bu iurwarduJ w iha OI'lica ol' loer,iig�iiun.r,�i dic n1�1 I��r iniur�neu tov�ragc verilic�liun. !du/isrr��v ' rrnJ nL�s m�d prnuldr.r��/prijury thu�du ia/Lnrrudar pruviJeJ aGuvr iy�rut�u�J a•a�rrct \ _,..,. i � ' U:ita: _ 'z. S 12— I`h;l•J� . U//icral��ee���Jy. Oq i1J(N/I(I lll lIlI.Y J![J� m he runrylu.J by r!ry�i ruwn.�//Joi�L � Clty ar 11nrn:.---. .. . _.. Pcrmi�iLlcenre �—_. � h�uinp,,\idiwrily (cir�launc): .� " �_.._ . ..�. , 1. Ifuard ul'Ile�l�h !. Ouildln�Uvp.ir�men� L ('ilyi 1'nnn Clerk J. Iilcetric��l In.p.•ctnr i. phi�nDin�; Iucp.etnr �i. IJlher � C�„il.id Ikniw: 1 hnn� �l: „r�:�i , � ,�'l�� ����'-s Sin le 14” AJS� 25 MSR Joist\J01 )ewsa cas�aae 9 � Tuesday, March 27.2012 CALC�3.0 Design Repat-US 7 span� No cantilevers�0112 slope Id 517 12 OCS�Non-Repetitive�Glued 8 nailed constniction File Name: BC CALC Project Description:J01 �Name: ROGER BOUCHER gp�fier. iress: 19 PATTON RD Designer: y, State,Zip:SALEM, Company. MOYNIHAN LUMBER stomer: y���: de reports: ESR-1144 � � � i 1 . � l I � i i i - " � � - s o w�.3'm ,s`,3'3+z4 ,�tJ tt'TM""-�;-r, r _ '-r ; .w..;yw :r.ba-?::: ����"� � . _ .. ,:. . . . .... . 2400-00 61, 1-314" LL 480 Ibs 0, 1314" � - DL 120 Ibs ,480 Ibs L 120 1bs � Total af Horizontal Design Spans=24•00-00 I.{ve Dead Snow Wind Roof Live OCS oad Summary � Descri tfon LoadT e Ref. Start End '100% 90% 175°h 133% 125°e 12 Standard Load Unf.Area (psf) L 00-00-00 2400-00 40 10 ontrols Summa vawe %�viowame ourenon case s an Disclosure oS.Moment 3,600 ft-Ibs 43.0% 100% � 1 -Intemal Completeness and accurecY of input must gp,2% 100% 1 1 -Left be verified by anyone who would rely on nd Reaction 600 Ibs 33.3% 100% 1 1 -Left a�P�as evidence of suitability tor nd Shear 596 Ibs � � paAicular applin6on.Output here based Otal Load Defl. U595(0.484") 40.4% on building code-axeP�d design 387. �so� 1 1 properties and analysis methods. ive Load Defl. V743(0 � 48.4°/a 1 1 Instanation of BO�SE engineered wood 4ax Defl. �•4�� � � products must be in accordance with ipan/Depth ZQ•s �a wnent InstallaUon Guide and applicable building codes.To obtain Installation Guide lotes or ask questions,please call - )esign meets Code minimum(U240)Total load deflection criteria. (aoo)23z-o�ea before insrana�on. )esign meets User specified(LI480)Live load deflection aiteria. B��q��,�Ff�a,MER�,p,iSTM )esign meets arbitrary(1")Maximum load deflection criteria. qLL�0is7�,sc Rinn s0/+RoTM sCi�, =ntered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE GLULAMTM SIMPLE FRAMING 1/2 intermediate bearing SYSTEM�.VERSA-LAM�.VERSA-RIM �ompasite EI value based on 23/32"thick sheathing glued and nailed to joist. �Rs���j�RSAS7uD�are frademarks of Boise Cascade W ood Products L.L.0. . . __—_ __-- -_ ._ — _-- _. . _-- ._. __ _ _ _ -- __._ ..._ ._-- _—_. __ .. .. �ctiraoj� �ao�seca8�ede Triple 1-314" x 14" VERSA-LAM�2.0 3100 SP Wall Header\F601 BC CALCO 3.0 Design Report- US 1 span � No cantilevers � O112 slope Tuesday, March 27,2012 Build 517 12-00-00 OCS File Name: BC CALC Project Job Name: ROGER BOUCHER Description: F801 Address: 19 PATTON RD Specifier: City, State,Zip:SALME, Designer. Customer: Company. MOYNIHAN LUMBER Code reports: ESR-1040 Misc: , . , 2 � i� � � � � , i - � � i j . �� I j � I ` � I � I � _ � c��� t . A, „t.a�?` a �;x x��'�".-�"°'��`/' .��. . . ,�'��pa � , 1 y.� � �A 1,� � a� � 3 � x ,� i�v^ .:a ,,r , �!a;� ' J�,°sf. ., . ;: e .Y _�' . . . . . F . `. , , . . . . , . , . _ 1800-00 BO B1 DL 2,246 Ibs DL 2,2461b5 SL 4,800 Ibs SL 4.8001bs � Total of Horizontal Design Spans=16-00-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag DeseAption LoadTvoe Ref. Start End 100% 90% _ _ N5°� 1339b 125% 7 Standard Lo'�d Unf.Area (ps� L 00-00-00 16-00-00 15 50 12-00-00 z Unf. �in. (pI� L 00-00-00 16-00-00 80 n/a Controls Summary Value %Allowable Duratlon Case Span �iSCIOSU�@ Pos. Moment 28,182 ft-Ibs 56.3% 715% 3 1 - Intemal Completeness and accuracy of input must End Shear 5,954 Ibs 37.1% 115% 3 1 -Left be verified by anyone who would rely on Total Load DeFl. L/355(0.541") 67.6% 3 1 output as evidence of suiWbi�iry for Liv¢ LOad Defl. U521 (0.368") 69.1% 3 7 Partialar app�ication.0utput here based' Max Defl. 0.541" 54.1% g � on building code-accepted design properties and analysis methods. Span/Depth 13.7 Na � Installation of BOISE engineered wood �- products must be in accordance with Notes curtent Installadon Guide and applicable building codes.To obtain Instaliation Guide Design meets Code minimum(LJ240)Total load deflection criteria. or ask quessons,piease cau Design meets Code minimum (L/360)Live load deflection criteria. (s0o�32-o7ee betore instana�on. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearin len th f0�BO IS 1-13/16". 8C CALC�.BC FRAMER�.AJSTM Minimum bearing length for 81 is 1-13/16°. ALWOIST�,BC RIM BOARD^',BCI�. Entered/Displa ed Harizontal Span Length(s)=Clear Span+ �/2 min.end bearing+ BOISE GLUTAMTM,SIMPLE FRAMING Y SYSTEAA�.VERSA-LAM�,VERSA-RIM 1/2 intermediate bearing PLUS�,VERSA-RIM�, VERSA-STRAND�,VERSA-STUD�are Connection Diagram Vademarks ot Boise Casrade Wood �b , Products L.LC. �.__° a r— • • • o � o c 1— . . e o 0 0 a minimum =2" c=9" b minimum= 3" d= 6" e�minimum= 3" Nailing schedule applies to both sides of the member. , Member has no side loads. Connectors are: 16d Common Nails ' �Bo�sa�g�ade Triple 1-314" x 9-1/2" VERSA-LAM� 2.0 3100 SP Wall Header1FB01 �CALC�3.0 Design Report- US 1 span� No cantilevers � 0/12 slope Tuesday, March 27, 2012 iild 517 12-00-00 OCS File Name: BC CALC Project b Name: ROGER BOUCHER Description: FBOt Idress: 19 PATTON RD Specifier. ty, State,Zip: SALEM, Designer: utomer. Company: MOYNIHAN LUMBER �de reports: ESR-1040 Misc: � � � � � . ' I I I � � � i I i � - � I j � i I I � ' � ' I �. . ..^�£' ivAt vs#a'.��',�_.'�j�^a4 ��.. 4 t 5,�.�n.��°'a.r ,& . � � .L,. .. P. — � ti't� ����: . 12-00-00 � 30 B� )L 1,1641bs , DL 1,1641bs � il 3.600 Ibs � SL 3,600 Ibs � Total of Horizontal Design Spans=�2-00-00 . � Live Dead Snow Wind Roof Uve OCS �ad Summary . g Descrippon LoadType Ref. SWrt End 700°k 90% 115% 133°/a 125°h Standard Load Unf.Area (ps� L 00-00-00 12-00-00 15 50 12-00-00 mtrols Summary vawe %Allowable Duration ca5e saan Disclosure is. Moment 14,293 ft-Ibs 59.4% 115% 3 1 - Intemal Completeness and accurecy of input must id Shear 4,078 Ibs 37.4% 115% 3 1 -Left be verified by anyane who would rely on �tal Load Defl. U292(0.494") 82.3% 3 1 output as evidenee of suitabiliry for �e Load Defl. U386(0.373") 93.3% 3 � partiwlar application.Outpul here based � ax Defl. 0.494" 49.4% 3 � on building code-accepted design pmperties and analysis methods. �an/Depth 15.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with 7te5 current Installation Guide and applicable si n meets Code minimum L/240 Total load deflection criteria. buiiding coaes.To obtain instanauon Guide � 9 � ) or ask questions,please call >sign meets Code minimum (U360)Live load deflection criteria. �aoo�Zsz-o�e8 before insranaaon. 3sign meets arbitrary(1")Maximum load deflection criteria. nimum bearing length for BO is 1-1/2". BC CALC�,BC FRAMER�,AJS"" nimum bearing length for 61 is 1-1/2". ALIJOIST�,BC RIM BOARD"' BCI�, dered/Displayed Horizontal Span Length(s)=Clear Span+ �/2 min.end bearing+ BOISE GLULAM'"' SIMPLE FRAMING 2 intermediate bearing PLU.�VERSA-RI�,M� VERSA-RIM � � VERSA-STRAND�,VERSA-STUD�are �nnection Diagram Vademarks of Boise Cascade Wood �, -1 b —d Producfs L.LC. - . . • ' o � o ' C • �• 0 0 0 minimum =2" c=4-1/2" minimum =3" d=24" e minimum = 3" 3iling schedule applies to both sides of the member. �mber has no side loads. mnectors are: 16d Sinker Nails f � I € � '(�3� SNSU����oY'� ��S � e�t�rtl� f�►oa� Us,nJlf . ��_._ - - �.-,r - .___......�..._.�_� __t� '�- 2,c �Z 2.�v�� aet��cn . �o c,.�.rarvTL< v ��t�s��G►ss �h�wfL� �fc ma�r�, �x,Nvusc� _ s �" ,� F��r 4a?f� ` � 5�'s GDX �LywoaU . Shsa�i"r��' ; E .. . ,, _ _ _, . � � _ ��; zX�2 e ►��. '�oJF ��tL�.s : � ��.�'.�`�. d� ����r� .__ � . �: . . . . : . - �tr/ � �/' s�,� �ua�r , . ��... . . . . � ... �,, �_ ��� _ ' � ' - nuK 9a.in, 3oaxD mn► IC�K�3c�scf��TS : • -: —� 2'Xlo. , SIG30fL". � ?'1.�5 ' ' : , . 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