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Calculation tablesPage: 1 JSJJ s RiII'{, 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client: �=. Snamer Date: Project: �--, 84"'),.a. Jobir SwyS CODE: DESIGN CRITERIA 20151BC and Referenced Codes within WIND FORCES: Occupancy Category:_ Wind Speed: Wind Exposure: SEISMIC FORCES: Occupancy Category: SDS, Spectral Response: SDI, Spectral Response: Site Class: Seismic Design Category: Seismic Importance Factor: LIVE LOADS ROOF Snow Importance Factor: Roof Snow Load: Ground Snow Load: Roof Live Load: FLOOR Per Table 1607.1 S �3p5 Ss•�197- •IGS I o SOIL BEARING: Allowable Soil Bearing: r5"v� Frost Depth: 71 Report info: Nl- Page: 2 n—ems' 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client: k Snw Her Date- a/N/ia Project: M. 6nanr<r - 0,21 Job 4- S va;m MATERIALS: CONCRETE 28 day strength (fc): Foundations: Specified: 2—, 'oo- Psi Design: YYa7 psi Interior Slabs: Specified: --------_psi Design: psi Exterior Slabs: Specified: psi Design: psi Retaining Walls: Specified: psi Design: Psi Columns: Specified: / psi Design: psi Beams: Specified: / osi Design: psi Reinforcement: ASTM A-615; Fy=60ksi STEEL Plates, Angles, Channels: W Shapes: Square or Rect. HSS: Steel Pipe: Round HSS: ASTM A36, Fy=36ksi ASTM A992, FrSOksi ASTM A500 Gr B, Fy=46ksi ASTM A53 Gr B, Fy=35ksi ASTM A500 Gr B, Fy=42ksi MASONRY Concrete masonry units, ASTM C90, grade N, type 1, i weight F'm: Ipsi Grout F'c: / psi Mortar Type S WOOD Design Strengths based on tabulated values in the National Design Specification for Wood Construction (NDS) or proprietary values from product manufacturer (il-evel or equiv.) Wjpsl. SNaJ sH rn- .• i 9.aa)r 53.31 3.�¢ �(%»Ir I'irlf 3G = l},t/IF < 7-T,,rf / IY'ww.r uxfvrp� ✓ GFiPf D". ,la(MJF Wr Ib,br� glp.r hA. .d3}-�'I"Ho —Lt• Ida' rt�r Ij •.$N' �/ ✓Ir_ /,3o e.8q• i.14'✓ �w< a o6. 11:(s .M3 A43h•�-t,S r I.'tb(r4S�` 1,3 a' �tviFr• lb.bt6(63Y�+ dirt / 2bfA' nr rorm- Wp r H ( w. )' V.»' urr J e v_ ✓ ow , rll-ns ' — Rsr ias y,.e..y jVy ly�s ib' lNA• `Ill,za)` > � J'�—,J., '•/.__. Fwr/r.,t I � /t„s r tiNd y 3 MIPM Q�Ip) mo 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client i-- S resr Date R 1 11 o Project l. S noT /3 U-.� Jobq z z tires �nF WTn" � < y,o4ry�.�,nyt6c. 30�J <rncvo. ^r.Ori /1 - adJA. y�y �. oA f,.✓� r ;.o�/ P-y 2,O�I N"r 1-y� sH,as. %.OBI/ A�SAA/- 3.� ri ' % (/'� , /O� d+71 i 3�0// d"Tii � 2%sl� �✓hs((��� Hl�s�= —5u- y7,�r 6-D //l�c„G/i✓ lNn. �o v 4, 2 49tt yV, P51f V-nL4 i��r^1 YV'� 1M1�f�M— /Y16/f.N nUhS A--"� 1,33) 1' v- ..P—� .. 0 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Project: 9. 5nvneT Rnro➢ant, lob#: Sw�S Trn, 0/w MOM c s a o. �L6/'nn oar �r Hen., 9r F,rjj ffi✓2 '6 (4Iw<c) U✓s„ kY 7Yy t y,� 269�' o Y c---A it , I. S MMMIM9 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, RE. Client: k. S.vons; Date 3/6/so Project: k S��ne- q „3 Job # 5 ort 2t,:ncd Awoa- Sviszc MMd. inn :13ektx Pk Jt lSS�' /' byk l` I$- hlMbY TMgGC wn/n"v[.rc Pw 317Y I w Sit Psi 3e5' I•✓I''r.//. a��(, tr.33 > y) r_I�r(!v') r . rs/( n'-?�) ` 33s� r✓W�GO!`ls��' d?5,,.9r' �19.6 �. 13,f: 3�S!3�,s �hty� )�� I b3 h ✓� ` 831a' 7 w P..,, U✓�.,< zo,�(ls�3ti33�:�.J�/(!4'�r ts'���`v��` N3� J 1 Fwtni.et. Wr= /0". ( Mi-)-� ilO �.{ ✓!aa wall V�� 4�N(eIW`I4lVs !.an0en��V..•N� NJ`.. l®"'ice o.I fLll� •1FORTE MEMBER REPORT Level, Floor: Joist 1 piece(s) 11 7/8' T3I® 210 @ 16- OC PASSED i�r Overall Length: 16' 10 All locations are measured from the outside face of left support (or left ran0lever end). All dimensions are horizontal. Dellian Re6Y(R6. 4Rwle Lwatlm WlaraM Plasma W 4NdcCanbfeapoe (Pi.Wm). Member Reaction (Ibs) 11P th 6' 1177 (2.42') Passed Liti 1.00 1.0 D+ 1.0 L (All Spans) Shear Bbs) 1117 @ 6' 1655 Passed (71%) 1.00 1.0 D+ 1.0 L (All Spans Moment (Ft-lbs) 3230 da 8' S' 37% Passed (al 1.00 1.0 D+ 1.0 L (NI Spans) live Load D dL 0n) 0.326 o e S' 0.3% Passed E1583 1.0 D+ 1.0 L (AII Spans) Total Load Daft. (In) 0.422 P 8' V 0.792 Passed (1/450) LD D+ 1.0 L (AII Spans) TJ-Pror`iRatin 53 40 Passe. DeflxOon a11aN: U. (44a(d am R oJ240). Tap Fdpa aadmg (LUJ: Top co npre ms Plea mint as blxM at 11'4c 45N on Wtlz appeed, umPs heated ufloomme. Famen Edia &arllg Us 6IXMm o mpitidm "a n'w't W Matt l at 1510' q/c beed on load$spasm, unless debRM Wlsrllse. A shuctum maFhb UReda# Ms mt bean pa armed. MkWM amiss k Msad on mmpdt, octal vMh a cyle layer of VingJ63Pantlz Mat is gFce6 flhdWnn. Additional mMdentim s far the T1Ro" Ronne mdWe: fin' Gynum o ilFg. base Hm teatrrb ImatosuPP0M 06.) TMM AWYeMe.. . NaeIM2tl Mead NWethe Www Tails, sllppoft AKaorin 1-Hmgerm 117A'DF Mom 6.00' Hon a' 7'42 / SEA 673 308 1535 See noler 1.M' a 2- Hags, on 117A' DF Wam 6.W- 1 Hags, ] sm 673 3W 1535 See note+ lATl .]5" • •m near sa cons, use iwi e®mg mmenam rc us, m me wom or one mamma w[ Is summing we ergs, • • bee Connector gridlowkr Mstloml IMarnguMmems. •' hpuiM &aM9es91N / ReyulN Beannl Loo,MwM aWeb SnRmers Rwr Memos Tyle:3MA among Use: Remental unclog Bode: He 2015 Design M9nWciNy: Aso CDnFmctoR Simpson Strong•Te aPPwt Model seelte'th To,FaYmde fa[afuMen NembNFOMMrf 4ttuwdw 1- Face Mounl Hanger IUS2.06/11.88 2.00" N/A 10-1w 2d0PIS Web SnFmers 2-Fam Moum Manger 0p" N/A 1R10d 2-I0IxL5 Web Stiffeners %.WmBoeNWeL3Pwatw 314/202011:53:59 PM OTC FDrteWEB v2.3, Engine: V6.0.0.21, Data: V7.3.2.0 �(„� File Name: WOLFE Page 1 / 1 Jab Nara Wdk ware 6igWedng (LIB)924ll9A ewdre]6daggm i.mm ProjectTifle: K. SHOHET BUILDING Engineer: Project ID: 52025 Project Descr. Wood Beam Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2015 Analysis Method : Allowable Stress Design Fb - Load Combination IBC 2015 Fb - Fc-Pdl Woad Species : Trus Joist Pap Woad Grade : Parallam PSL 2.2E Fv R Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 5.25x11.875 Span = 15.833 It P,iDled 10 09AM 2.900.0 psi E: Modulus of Elasticity 2,900.0 psi Ebend-xx 2,200.Oksi 2.900.0 psi Eminbend -xx 1,118.19ksi 625.0 psi 290.0 psi 2,025.0psi Density 45.070pcf Applied Loads Service loads entered, Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.4220, L=0.040, 5=0,3270, Tributary Width=1.0 it Point Load: W=-1.At7k@0.0 it Point Load: W = 1.417 k @ 2,920 It Point Load: W = -1.417 k @ 12.910 it Point Load: W=1,417 k@15.833it DESIGN SUMMARY '- Maximum Bending Stress Ratio = 0.7021 Maximum Shear Stress Ratio = 0.384 : 1 Section used for this span 5.25x11.875 Section used for this span 5.25x11.875 = 2,342.04psi = 128.22 psi = 3,335.00psi = 333.50 psi Load Combinabol *D+S Load Combination +D+S Location of maximum on span = 7.91711 Location of maximum on span = 0.000it Span# where maximum occurs Span#1 Span# where maximum occurs = Span #1 Maximum Deflection Max Dowrxxard Transient Deflection 0.289 In Ratio = 658>=360 Max UpwaM Transient Deflection -0.014 in Ratio = 13391 >=360 Max Down Wad Total Deflection 0.678 in Ratio = 280>=240 Max Ulammi Total Deflection 0.000 in Ratio = 0 <240 Overall Maximum Deflections Load Combination Span Max'= Daft Location In Spaui oad combination Flax. '+' Deft Lacalbn In Span Vertical Reactions Sumonnatalpn: Farleflle#1 Vaam in KIPS Load Combination Suppalt SuppoR2 --____._— Overall MINimum .0.523 0,523 D Only 3,495 3.495 +D+L 3.812 3,812 +D+S 6.084 6.084 +D+0.750L 3.733 3,733 Project Title: K. SHOHET BUILDING SB Engineer: Project ID: S2025 Project Descr. Wood Beam Vertical +0+0.7501-+0.750S 5 774 5.674 +D+O.60W 3.181 3.809 +D+0.760L+0.450W 3.497 3.968 +D+0.750L+0.750SQ.45UW 5.439 6.910 +0.80D+O.SDW 1.783 2.411 +0.600 2.097 2.097 L Only 0.317 0.317 S Dnry 2.589 2.589 W Onhf 4.523 0.523 Values in KIPS 10.09AM b IAll rfa : �iq 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. diem k Proec[:_ h— g „� Jobp roz —'Ih�NT %, pip", q % Pw - Y* i per_ p0a� HA�y�. e la�9y" o✓r -/= I'c..�,Q< .aar,�A• �-IT �:_--�1� yV_.V V vim' �houy u.W! •N(Ij,�7o.Ba'��Ig3s.r jK,o- � i VI/9s/s INNLS. Y„S V2 lYo• s imli y s G l4' oT, �sx• Sob ✓.. l`"�-_.. '. 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client �LL S+one" Date: R Pfnlect: I—. SrypRC/ l3rocOrm(4 JObM S1J LT Yes T—� DRAWL HOILS —k yVAW rP-.tM��. 1354g�— A✓w=>g,7(,no3, )o5a5/Th HMSM TOJ� (H3/.0 q Y). sp Haas �� BBO' ," iy P" �'n• _ 3a 3a' c Cs1 o$.. 4—f- oFFiLB 6 kaa P- 1190, i , 7, P6 •Ds. 100 _'SN(IY low gee 75 / r (FORTE M) MEMBER REPORT Level, Floor: Joist 1 pleolial 117/8" TII0 360 016" OC PASSED 11 overall Length: 29' 2 3/4 r~*w;xnsA�xa•. -0 146' 14' 5 0 0 0 All laetlons are measure, from Me outside f se a left support (or left ar-Ad ver end). Al dimensions are horieontal. LLBWILiB. 44u1.6 Lpoa0d. Ybwatl R.rses IOi be@WmpM1ratlmr (1'OWm) Metal amardion (Ibs) 2865 011V 6" 3000 (5.25") Passed (95%) LIM 1.0 D + 1.0 L (Al Spars) Shar (Ibs) 1266 f114' 8 3/4" I876 Passed (68%) 1.00 1.0 D+ 1.0 L (A0 Spare) Moment (R-lbs) 41M @ 1" 6" 61W mewed 66%) LUN 1.13 D+ 1.0 L (AN Strauss) U. Load W. On) 0.235 @ 22' 7Ar 0.359 Passel (t/i32) 1,0 D+ 1.0 L (Alt Spans) Tgbl Load OeO. M) eau @ 22' 11511F 0.711 Pasud 643) 1.0 D+ 1.0 L (Aft Spars) TJ4rom Rating 59 40 passed IN, Edge Bratlng(W): Too mmpratlon'atge mu#be Ma al95'7Are Wiwi on lode apple, unless dtlaAM otbevdse Bo an Ede, &a]ng (W): inttpn mmPm'bn wide..be brace at 4' W We bead M Mach IWIM, un es dOnllsl almwl¢. A adV[WRI ana"A NNle dads M4 not bttn pefesed, �M anaNfkis.. mo 1prrsextin IVha!Ison NynaMskf ¢781PaMstlatb9 MAMnaiMCw,n. Aeemonal mnmaatlnm ra me TrPm- Iuene ialwe: zone. Brrhg L-Mah Daedseo Buplru4a 08a) Tabl AveBebM R.yuued tMw ese.uea. Taty Supports Bmrwn® 1-Sed wail-DF 3.50' 225" 1.75' 1" 862/-1W 1107/ 1VWMrs Bond 2-SWd well -DF 5.5d' 5.50" 4.81" 4T1 2387 2B69 fore 3- Mud .0-DF I..' S.W Ila'. 159 887/-118 lM1B- uaMrp ;a s W—sa—"a+marengmg,Ro. BIMAN sense are aewmad to ¢arty no Inds III' diraDy abrp Man all the Nil lwtl 6appled to Me member being dxpnM. Vatkal Laa6 1uo0a0 (Sue) SPatlRO bed (0.") a. U. (1.00) Comlrenb I - Unrsam(PSF) 0.29'2314" 16- wA 1 100.0 DehultWM Fnw Mane TY,e:.la# BUllding Use: Residential eundBp Code: W 2015 deal MetllndoM : ASD Weverhaeuau Notes WI)mrmsow ,s ams Mt na Aay of as, pmc. III hero a Mee MU wtyehaeuser gWuR design a oval and Mselmd dagnvaua.W,emasmI- oMmm,ry dleWms any timer warmnties ma0.V to the mRware. Use of no mRware I nor Intsde,d to dmunwmt Me peas fora dmgn pMeslolal as delemmmd W the MM a , laving suns dah0n.lM dmyner of remN, buiNa or flamer is he; nslde 0 asve Urt Mis mMlatah is wnryUble Was tas Overall nrolttt M riasesm �k, oaMng Palls and Sgushlamka) are ro[ dval N try Me aoRwam, RWuar marufaMrod at Welo'teuae asorldare Mlr6panYrnWM star,dade VoMMA-des Weyelhaelsv Eglrce,NWmbe=lear Mvend nrseadve by1CC.6 untlereraluMM hepnts 6R-I153 ap gR-138> aM/w R3M T a¢aMn¢ wab apf4ade ASTM 9ahNrda. Famfreh[¢Ae evaluMbn repGr6, WMmawse pNlailPnabrte all IraRWtlon ,as rtler W w4,Y.aeremarorer.m,rdwooaaroxwepmmem-man.. The PA,Wd aplamten, Nine Msign MWs, dlmmeMs and esppst inramadon have ban prodded W FataW B SdMwe DcefMw FpfteWasoawere Opeasdr ♦ 3/5/20204:33:46 PM lffC ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 `/1�, Waw"nom , File Name: WOLFE Page 1 / 1 ]pyays &k". v+� en,srand 9 (208)4242JY3 ewdreMit,rallsan mmmmmm 410 S. Orchard, Suite 100 Boise, [D 83705 (208) 424-2299 Eric R. Wolfe, RE. Client: k. 4no HST Date Project: K. 44ff r Rm�n .4� Job& sYo l-S 5 P J%Nl3' (U139 � 30M� s83os�' 2aM— Don• Nn N>+�� A— /4>• l623$ �7aeo� 3pywl sra*� 09 e 6,P M2 ,% &v b.r2 s. b+6, Y3. NS ctuas �/I%r�,�,v (7.�f Y>'�.�lL ll33�i ��la�* (20+1o0�b9�= 56p,•I' fi INI Wm.,-• �oa���r �.l3a�f 1'+�/°'�t �7o rlGr7!#,���y�� 1Yo q�- -8��•��/ swc', �`Y>'l�Y.i.s�r�-64K3�• 39N•F Wm�.. iY08� n s-rp (Nmm. • �10 /v�.i�.- L3a'+r).- ��i(;o') r �yo+/vojt� �'Zr� • 2 e y4� %�f, l�+'r((,cky,r�, l,y3�z�,' ?'l'Y,F W5+•rd�• YI b2 C/Oo1� i>�'; 8N<, �r�J- 363+ l813�� 21�6lt (e%, zsrl.� b e mommme 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, RE. Client k. S»onst Date: '3 60 Project: i'H�r li�rr�n n.J Job #: SaaK PADS �✓/rvy sins ��� H-I> ,I)rKr(+r�� ��jj R.=r� i9sJ-• /Sort. IY5f�4'•3.1y'*}S�r (+/wh63e"bt�� 3390' � �y"r 38" f..n w/. (B) aH.✓axes r/ ><3.Yy+p ..h'�-....... 3'7•vG.g Ym »/ rFK o/Y o. �. Ew, Ja�cn %✓et V=l%d!3 (�IYaB'saln`-�g3,�sl � �P— WIOM i4do s.1r m,�... a., ,•.. n 9z1/s 4;0 'r b mljp e T3 ' NUp (yiu o� zcos� a PT' 33 HO' = 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client: i,. ce=ncr Date: R /so Proiect k. SK'M6 l3n�w,�✓� Job M: 5YOYC Wi�� wko< NF Av vntr n GTGI 4N9N/ F;�Ov fin_ W¢C? pmmA• 1b°�Izs)+ (q�XICS� (NS�IY� } (M.69�S� (ilea /096� I/r�„ 12 0Y 1 �mm.+°�aas�'a')+(tixs'�ii�)t(lasXl�s)�/zaysXll�)�(il/#j° nary VIIT Sc/<.Ky� LOA-tl< I �✓�,. �0/1�..1&s. 1�.yy�r /�,X �i!��.-' i3486` IITei .. nNpr /o�av98n)� s /g SBGz' V dncc. .ONSi����1996dS�� %�O B� � wi,✓C qo✓Wwc TOM mamImmme 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, P.E. Client: k 5woner Date 1-1T Project: K• 100n 5 ., 4 Job# 5">r SHE?A-11/•TLLC MUF�s� Lri✓64 9/ /% J� floc kn M.� �swa <..� a-�'.. SY8' /IV 01'r"/,�.,ba��o�/,�"3�?3r1.33).ly/iOA• y�lf T». ,✓6yrr✓6 VFJDF• �15� . Bw4=<+e7 3'� ��rt3S✓ BNJ WIwc, O /J .... /w`.udz." o;r,, W' "a�7q �irH3) t /0'�• //Spi Tzv> 64S" ,', 07Y3 Y Wy`�' B+Sro(l.r.,�(�"+,. 99YN' r' ✓/ ?,.�+� 6 "�t4. �. MAW Le✓bV L65 y 60//" KWJWPoi+, kl,68'1-'IF39,!!- 9.sli �,Sli- 395'- 33,0' -0s 1��� O./; AMg. 40Z"f��.e-+h33 °r�/0'���. //g//- iNse' 1�2-O' an YbY. . U)Vlpr .bJ YJ,�X'j rh ]3�♦ l fl/0��. m/8 %3.33. 1D4' 'F"" HT' %S' 1123' �Wn/b• 6.1C'4 8,�'+- 6.97'+ 6..8'} 3.9c': /2' '�` �i 'Npw a-b os .,f ,pls) T.�s.> 1'+u' T3.gs• lvc%" __. /v IBB�f„ Q �g"a��. 06) /?/B�.tr II YN Tgye ILL H' %4.t6r /2%Y' ✓ ly JllDo' - ��„1mi i', atc v•o.��,�. rr Tp y+. VTI� 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wolfe, RE. Client: k• sm"TT Date' 3/;/zp Project %, Snunr tvw•,+. Job#: 530 Y—a 0 w JWI 4,5 f4- +,5' f. N39 fF5d3'f g 1,L .9, S'1-N,SI NIb J' 730 / -r"s— i, 9 wL�bJTYiil��a33�r1�(/J��. gib J� Ti-33"✓✓'�•� %r43, 39s' ✓L,� 'YwoF. 111�, H7rF�„ Rw-ebi'^y/3'"•/ m Wm,, ai (i1 kSS Fw,✓r w,w - V, +3�'�(,as�us),(zlas•ju�(II�, �r3Y�',� �,(w sl c,9s'+o,9sl+�/> 2s,s' ih•ai� VMof "S/j2r (a l�" I s 9..,✓_ c✓m� 3.A (s)43a VBer. bl ,os')' bat' „ Hsl'o �..n✓. ^�) � oK awwpaw x'° YaFwl_> 6,I (JY) tFt!. 3N,W✓ ., nsSc. rv'o... 1N,19� I-+rn,.n; ;�1, nLl��r')'?- r/r.(1•-f,) „ r/c., ttN'Jq,� cl0s D/I-rn.2a.✓P, HMam d�snK '� we �Ttcsly, yv. F � _ / N9C VyT,� � N95�". Xdhph� 13Esu-` y� TOM aI 0 410 S. Orchard, Suite 100 Boise, ID 83705 (208) 424-2299 Eric R. Wodfe, RE. Client k. S.ro wa! Date fir/ Project K S T 9 w.A Job# 57vv< <n6.rLT �- /98/ 9a/ �./9 Zra/� r UJoRI) tnwsfwV eMr ��. IHo67N [�-a r jo(sT� = y3�s ll'v i3ial.. l89 ✓1. .3.. a sy.Ncs-=y.,nrs H' P/ Nl.law a. 4/ c N NF_D I W''7jrPy' l3?'�NN'I>.ba)r (9gr,X36•+*ao) — .ba�(pr/r y3s 1.33�r �lp.A/"= 7Ha'%rrds b 9 N �. �'� - ,ea (l Sy�'i°� ' Nc4 ✓ i'. T7A rrm,. M�i,,,y WAId W. //$%fa65 (.i/J.S.}✓ mmn r WIPI 1.33eNx.x.J (/9'�1?rO..bJ�l- [•II.S'xl9.i"bv)— .007''Pt i!I'?3,7 /O1¢s 2Oa,� rylo 1,33'iN.r.v..yoi�i��Y39d..cv�— �bJ ll.30�y.1•33,?l�j�'i0�: Nay ,�, �s-' 9.4t'(1om.. bo)— .ev77>�'��1' �;3��7��'l9"✓ Nse WWI i. NJrS A✓� len.,rjl'a/(s�*rat9�`/=i�' Ned" !: sim�.�✓ �sTk/e �/9», J? 44-4 w-( -r Ill' 8A 3,ce1o,s LTS l2