Loading...
HomeMy WebLinkAboutTract Map 9833-3 Lot 6 Soil & Foundation Report 1 i � ' �(;���1�..�"'r���.�.,..,.;a � ' NpV 2 919�5 ���p,=iF v��:_.-,.:,, �NGINE�RING DErr,��l'e°:.:. ' ' SOIL AND F'OUNDATION INVESTIGATTON 1 PROPOSED SINGLE FAMILY RESIDENCE , LOT 6 'TRACT 98333-3 ' — CALLE DE VEL,ARDO � RANCHO..CALIFORNYA, TEMECULA, CALIFQRNIA , FOR ' ' FOR MR. R�BERT DOYLE ,. ' —— , . .. .. . ...: — V� `,: _ . ��Q � F,s =.,- 1 _ _ - _ - �:, '.. 1 - � ,.. - _ -__ . _.: .. ' PROJECT N0. 95-110 DATED NOVEMBER 8, 1995 , � Lakeshore En ineerin 9 9 ' ' LAKESHORE Engineering , C�nsulting Civil Engineering and Geologists November 8, 1.995 , Proj ect No. 95-17.� .PI Client: Mr. Robert and LaBecca Doyle , 30449 Corte Santa Lina Mu�'rieta, CA 92563 - (909) 676-0082 ' Subject: Soil and Foundation Tnvesti.gation Proposed Single Family Residenc� Lot 6, Tract 98333-3 , Calle de Velardo, Temecula River,side County, California � Gentlem�n: I NTR D. C �� N , ' This report prEsents �he fir�di.ngs and conclusions o� a saa.l and toundation investigation for the proposed development of a singYe family residence �o be located at the subject site. The purpose af our ' site �nvestigatian was to 1) evaluate the foundation materials, subsurface and general geologic canditions at the site, and 2) provide - pertinerxt foundation recammendations far a proposed single family residential development to be located at the subject site. , Our investigatian included the .�ollowing scape of wQrk: ' 1) Per�ormed two explaratory trenches an the lot to determine subsurface condi�ions, and callect representative, soil samples far labora�.ary testing (Appendix A) . ' 2) �aboratory testing of a representative sail sample to evaluate the engineering properties. I,aboratary test results are presented in Appendix B. ' 3) Engineering analyses for faundation arxd necessary earthwork. ' 4) General gealogy and seismicity in the area and �.he pr�paration of this x'eport. ' PROPOSED DEVELOPMENT ' T��e praposed developmen.t will consist of a ane ar�d/ar two story single ��;,�n�.1.y residences of canventional constructior�, with driveway and ;_..s�.�'rounding landscape areas. Foundation plans have yet to be provided. r � f:= � 31606 Railroad Canyon Road,#201 • Canyon Lake,CA 92587 • (909)2442913 • FAX:(909)244-2987 ' � VICINITY M�4P ' Y Gq � ,d ' 5-----• �._t�J�` _ � 9 �a ' I H �v Tq t a '1c.T� P t ,N � � �� a° I� s ��'r ^oT�i`p�• ._.�M1L '� w R .°nq`r 9'9 ` b ���� �� °" ' � ' � �, �� C ��, ' -- �� ry — —e��y��������_R�`p,` _5+__ �� ,� s���-----�-- �� �`°� �we p,p \FO c'`.�` � M ¢ "q y I as J--�''"��-ys '�C�3 GP� a+ . �°q � � � • � � 3 �„�,c,�•�%K�� � nn 1 �'� 1 f �'`"� as�� , ` p i. ALL I �i `�� � P p I A � ,��-' v � j p , •.,�y�as�1�� r � �`^ - qN�N _i�n'�� � � I a`` cn �° �' 1 Y l �N C ' I A �� ' � � __ � �rc a� _tkfr'. s. — ` � o Ad�6p+=1NY. dm°h �� 3 �°p' � � S+ r� � t�E � �� �— o� — --F- —�br—y�— — � c .� I E I ---"" � ��t�k � I` � I K � 1 r c` `� � � �r,' „ eP t� i 7er�vcw � a �� I �-yy- �� �Ns Y I � aauiw+� y I aa, ' P 1 i ,e. "d ' ��"'' i� ry � ...;p.�.. � Hp • .:r.:;, "_ .cr�C s;s. 1 � �.vin,4fl'= o i � ,y�qgF'PRT��; F, �4� � � ,r"itP�+K<�iJ.S�.r � 4 `,r _ LA Pfl�AYEAA ���:.T:;..:�. ,.r.i(• I I �,��.�{� 'FfN ST � '�tv_.e.;.�.?i.. �y+•�� ) ' ___—_ _ �i-�.-.� «..`..'.T...+� �..« _ _+ —_ 5='__��—_�� , � —r--- — ,� i.g�A/ifq � ''�d � �- � 2 ��F7 1 `��� ' ' �' I � r I 1 ' , � �`'",,, i � ;,�� �� -� ;' � � I i - /r �� o �`�--��-�", � I '"a � � � �;" ' ' I I � m i ��---4 �` -� =�-=-- - ----+ - � -- --+----__ ___a � -- - - '� � � a � � , , +, 1 = � �`�, � � �' � � i i i �,'� �� ,�`"' i �� � " : �T� �r \ � � ' � — 'y i: ------- --.__.__..� '� ._...._ � �6� —� —t— -- ---t— ��_._._ . I q � y � ' 'il(EJ ' � - - V � I g�+ 'P"? � p � S � �� I E'S Ar � P t ' Source: Thomas Guide Scale: 1/2 mile/Inch. Riverside Co. 1 1 ' FQR: MR. & MRS. DOYLE LAKESHQRE S�TIAGO ESTATES , I�OT 6, TRACT: 9833-3 ■ „ CALLE DE VELARDO Engine�ring TEMECULA, CA , Pro)ect No: Date Figure No: CONSULTING CIVIL ENGINEERS g5-110 11/08/95 1 1 , Novennber 8 1995 Project No: 95-110.PT ' Page Two ' SITE INVESTIGATIQN The site investigation consisted o� a visual site recoaana�ssance, ' subsu�cface backhoe exploration arxd engineering analysis of fiield data. A d�scription of the f�eld investigativn, as well as exploratary trench logs, are presented in Appendix A. Results of the labaratary test data are included in Appendix B. A descriptxan of the site and conditians ' encountered are presented below. , SITE DESCRIP�"��N._ The subject lat is located appraxirnately 2 a�►iles due east of the Temecula old town center. The native terrain here lies near the SW end ' o�' the hog back country that typifies sectior�s east of Temecula. In the general area the topography takes the farm af a pranounced series of 1ow �road.-�acked N�-Sw, trending ridges. Relief is ustrall.y not much ' more than 100 teet. However, slopes may be moderately steep and d�ainages incised. At the site, the axea is part o� a r►ew upper SCd�.�� ranch style neighborhood. The property ztself, �.s lacated on. a west- ' trencling knoll. Slopes to the north and sauth are moderatel.y staep. Tatal relief from the top of the ridge to the valley flaor a.s approximately 150 �eet. Ground cover, corasists of a growth of annual grasses, trash and debris are lacking. ' The San Diego Aqueduct cuts thrvugh the area an a nar�th-south path approximately 1/4 mile to the west. ' The ridge top setting a� the property provides exceptior�al views of the mauntains �egians, which lie an 3 sides to the east, San Jacinto, south ' Agua Tibia, and west, the La CrEsta area. SUBSURFACE CONDITIONS ' A total of two exploratory trenches were performed to a maximum depth af 5 1/2 feet. The �acation of exploratory trenches is shown on. the ' plot plan, figure 1 . Ridge crests in the area are directly underlain by late 1'leistocene, terrace depasits. These are underlain, in turn, at various depths, by , the Pauba Sandstane, also af Pleistocene aqe. The subject site is not an exception. However, the sections of the exploratary t�ench�s shnw a couple a� feet of recent slape wash above the terrace deposits. This ' modification is due �o the locatian af the trenches down somewhat on the ridge slopes, belaw the high ground. The ridqe crest, itsel£, can be expected to be underlain by at least 5 ft. of the terrace �a�rmation. ' In the trenches, it is ara ixadurated, reddish brown, clayey sand, � Lakeshore Engineering 1 1 T4POGI�APHIG MAP 1 r.� � \ _ U ��. � ,.l�L-�ti��r ,r.��:/ " ,�I ..-f r. �i�{y�� - tr- f c L.�. ��se��4� O� "�� L,✓,.�_' , I ..� V�j ��: �'{ ti]�v L � � I �r'` � �' ui� . �-�\ ��' � /: y�� 1 - . ; -�� �`f_"�L.`''•�I'�"� ��� � i'•ti ' , ,� �i��:`Y,\�; �_ �:�,, l n °��_�-�.'' �' � �` .: ��� r ,�_ � p , .�` 1 ` � ` \.(�„� y y �:. .`.,' � l� /) ;' ,` j r `� ��'� �l�^ 1r`1. :�! ..r` �` '` �Z � - - ,_F' S� ` ��._QPf.�`,1i;1 �` i�-•�1'��;�:'S �,,'� �2�°:� 1 �i " � J: �l ,7�� �U'_��'�,..� ���` - J i _ � �` ��,�� ". - ���, ' I;'�'.•� L�=� , .�.-'_��i j) i;' � ��y�+� �.(,_� - �ie,�.� ' u�1',� ;/-:r �� l~'�l�/ � - `�� �� �-s� . �.. = , _ -- _ �ia� ` -% �;�� �� .�. �^ '�,f., z. ::��� �,����o �` %-�� r"' a �o= �N •�=� „ . ��``:.`...:��;..;, � �y: ;'-��a; ti^' "�' `.i_ / -�� t� n�� /���, ,G� � ,I � +' S_ __ '��- " ��, �'`/U•,� - \� J ' '�tio4�,� `� irN�;�° "� c- �...� �' • �� �I:- ��i. �� „S� �; l�j�� �~� ;. .��%�o a 1,� e���,� � r_;�� (n* `" , � � ' � `ti ye° -�~' y.�N�.7',r,:;._f J� � � .�: �� ♦, e r � `,� �� �. .� 1��4d��� ;��`�,7;. C '=.� " �j�(��-�-. ��+ ]f�')�r i�������------���� '` ,��`� �' i`�������%•���'^,�'���. �. �l. ��~T f� '_'� . (2�1�/ 4� \ � ��l ,L '� - -. , l� r '� ,���j -°a ' r ,; -ib %,�`-ti`2_� ' s. ( _ j - � � ��S-i�Q�- .,I�%r. . } _, z�;o � ��,�,a�� ' �� ` � � � 0 0 ' �.,.�o , , --���.,� � � :-� . ,� a�� o, � - �.'�� -`� �`,. .,.�:,,_ , , r � Z�-�, � °`°`�� �qps '�''�- � � � . � `— :� cr���-+x; A�`' `�` -�� � " � � Q ;-'�°• _°° . �, --� __` ' it -�'� -�� � ,. , .r ' " , n�. �.���i�+ � � \ ' � � O�z i +'� � �-�s °:�� 7 �j � -� o ��f ) p. - ' �k'" `4 ^ \ � ' �. . �. ;� �.-- h`•.ia� . ,': �`� ���F;, �� T' � �,�,,N `�;, F��ti .�.. P - .; � ,. r QOi �r ✓ � }, _�.�4� .. � .i';':, ` e�� . `,.., � . :��� - `'�� ;POYe�i c .:' � 4 . A� /."9, � . 9M " . ' ' - � 59 �� ��4�p��'��'�� �;` �� � ��" • _� —''. �• c.we�l ry� � � t- �� ;�� ,, r _� -.`,� 8s.2Vr. i_��'�- `�'�0 - �+.._ _,,�,_. / �' ,� ��I > .,,� _ '�I�.. ..�.OP�_ ' /' ��:p... 1 � - _�� A �,�,,I ;�� � �� . � � � � , �. � r '�.-�.�",� ;�`� , ;�� -�:- j'. � �, a „ � �, i -_ Oij�fi �«,e� +�� emec a " �- ' `�� � 01 !Q „ -�--.�:..� _'�...;r ` ' — � ;� �. . '�' 277536 h �x �z. . - � '� � � A ��' ;� / ••1. - -- - --.J, � o 1� ,, � / � '� . , Oal --CP�'. - -- - --..�„� `1=�\\X', �^�A�' r E �; � �`` "�� -,- , 1 � - �� � ,� �.O � �� � � ��.� `;��,� ; ,, ,� , 25 ,� � � ;,`\ � ''i'I��';� � i � �� �� � .��� � � .�. � �'�I i��i ���� r4� �i '�/ � �r ��r �. . � , Source: CDMG.Sp.Rpt. 131 Scale: 1 mile = 2. 15 Inches ' ' F�R: MR. & MRS. DOYLE LAKESH�RE $�TIAGO ESTATES ' LOT 6, TRACT: 9833-3 . � CALLE DE VELARDO Engineering TEMECULA, CA ' Pra)ect No: Date Figure No: CQNSULTING CIVIL�NGINEERS 95-lmp 11/08/g5 2 1 ' November $ 1995 Project No� 95-11� ' Page Three ' com�►only containing pebbles up to 4-inches across. The 1'auba Sandstane, below, is an indurated, grayish yellow, silty, fine-grained sand. ' The moisture con�ent of the units can be appreciable, Aanounts araund 10s are expectable. The cansistency of units varies from loose near the su�face to dense in ' lower areas of the trench section. Roats are found to a depth of 5 feet. ' SEISMICITY �'he site is lacated about 3/4-mile east of the active Wildomar Fault strand of the Elsinore Fault zone. Consequently, the setting is acutely ' seismic. Mast recent consideratians (DMG.O.F,92-�.) give the E1sinQre fault zane a sea�smic rating of 7 1/2. Accompany maps prepared for �.n.terna� use hy Caltrans indicate �ha� the site may experience a ' maximum credible earthquake, which could generate peak accel�rations o� 0 . 6 .g. Therefore, repeatable accelerations may appraach 0.40g. � Some secondary affects may be noteable. Th� setting of the site is at the top Qf a ridge, underlain by young and relatively so�t sedimentary units. Thickness are not well known. However, the Pauba Farmatian is said to have an exposed thickness of 225 ft. ; the underlyizxg Tem�cula ' Arkose at nearby Pechange, a thickness of 1500 feet (CDMG. Sp. Rpt. 131) . Such thickness are sufficient to adversely affec� the site seismicity. The sail condition may be c�assified as S (UBC Table ' 16-,7) . An enhancement of shaking could be expected. Both the duration azad intensity cauld b� extended over a bedrock setting. The lacation af the site on a ridge crest, by �tself, could be a , negative factar. Same fQcusing a� earthquake energy an ridge taps has been observed. ' A1sv �ocusing of �nergies by a variety of ather param�ters may be possible, accaxding to some seismologists. , Generally, a conservative view of the site seismicity should be entertained by the design engineers. CONCLUSION AND �iECQMMENDATION - � GENERAL � Frarn a soil and �oundatian engineering standpoint, the site wi�l be suitable for the proposed one or two story single family residential constxuction, provided the canclusions and recommendations pr�sented in � this report are incorporated in the design cvnsiderations, project plans and speci�icatidns. � Lakeshore En ineerin 9 g 1 1 November $, 1995 Project Na: 94-110.PI ' Page Four GRADING AND EARTHWORK - General ' Bas�d upan our site observation, i� is our understanding that there wi�l be minimal to moderate site grading. Site grading w��� be required to provide: 1) nearly level building pad; 2) suitabl.e faundation ' conditions to support the praposed residential bui�ding; and 3) adequate surface gradients for cantrol a�' water runof�; 4) excavation into native soils and/or compacted fi11s to accommodate the ' insta].lation of foundation and utility systems and 5) the preparation v� subgrade far praposed driveway. After the areas to be graded have been stripped and cleared of ' vegetatian, the an--site soa.ls wil� be cansidered satisfacto�cy for reuse in the construction at structural fills. ' Based on aur field trenching and review of labvratory test results, it is our api.nion that the surficial soils are loose and cansidered unsuitable for use as structizral support at present. The existing , ground shauld �irst be excavated to a depth of appro�a.mately 4 to 5 belaw g�cade, and the bottom scarified another �2 �nches ar�d densa..�ied ta a�. least 90 percent of the maximum laboratory dry density as deter ined by the A.S.T.M. D1157-78 compactiQn method. This preparation , shoul extend at least 5 fee� beyond the building faotprints and/ar where the limits of new fil].s are to be placed. ' A rev'ew of the grading plan indicates that the proposed raugh grading wil� reate a transitional cut/fi11 bui�.ding pad. Cut slopes will b� in the o der of 2 t4 10 feet with fill slapes of similar height. Slapes ' will e sloped a� 2:1 (H:V) . Cut areas will require averexcavation af 4 to feet below pad grad� to provide for a uniform compacted fill mat under eath the �oundatian, ' Any s r�ace ar subsurface obstructions encountered during gacading such as ut" lity/irrigation lines should be removed fram any areas to receive fills. No underground obstructions zxar facilities should rema�n in any ' struc ural areas which wi11 receive cQmpacted fz11s, building foun ations, concrete slabs and/oac paveanents. Depressions anc�./or cavities cz�eated as a result of the grading abstructian remaval, should be pr perly backfilled with suitable fi11 materials and cvmpacted under � engi eering abservatian and testing. A�.1 imported soils shauld be appraved by the consultant priar ta use. ' Caution should be exe�cised to px'event mixing of native or imparted raaterials with sails containing debris and/ar argana�c matter. Any objectionable substance, as determined by the consultant shvuld be ' stripped and remaved �roatd the property ar stackpiled for landscaping purposes. A11 fills shauld be densified in ca�formance with the appacopriate grading code but shall not be less than 90 pex'cent relative campaction, by mechanica7. means only. ' � Lakeshore En ineerin g 9 ' ' November $ 199 , � ' Praject No: 94-110.PI Page Five ' Excavatin CQndition and Ri abilit EXcavation o� an-site materials should not be difficult to accomplished ' wi�h s�andard earthmoving equipment such as a D-4 or 5. °Phe wal].s Q� temp�rary cons�ruction trenches shauld stand near ver�.ical, prov�ded the total depth does nat exceed 5 f�et. Shoring of excavataan wa11s or flattening of slopes is expected to be required, if greate� depths are ' x�.ecessary. Fa�' deeper cuts, sl.apes should not be made steeper than 1:� (H:V) . ' All work associated with trench sharing must conform ta the State o� California Safety Cade. Native o�rganic free soils, may be utilized fQr trench backfill. Flooding af t�.e 1tr�nch backfill may be permittecl , provided both the backfill and the native materials have a minimum sand equivalent of 3Q and the required �elative compactian can be achieved. ' S1ope Stabilitv __ ' Cuts and f�ll slopes are praposed at less than 20 feet �n vertical height and sloped at Z: 1 (H:V) . The proposed cut slopes should be considered grossly stable from deep seated bedrock failure. Fi�ll slopes should be stable pravided they are canstx-ucted under engineexing ' supervision and in accordance with USC grad�ng specificatinns. Guidelines are attached in the appendix for surficial erosion contral. ' and long term slope prevera.tion. ' Grada.n Control A1.1 grading and earthwQrk irncluding trench backfill should be per�axmed ' under the �bservatxon and testing of the Consulting Engineer for proper subgrade preparation, selection of satis�actory rnaterials, placeme�-�.t and compaction of structural fills. Sufficient notification prior to , stripp�ng and eartlawork canstruction is essential in order that the �rork b� adequately observed and tested. ' In order for us to provide a wr�tten opinian as ta the adequacy o� the sail compaction and trench backfill, the entire aperatiorx, mQst impar�antly at the time a� �rench backf�.11, shauld be pearformed under our abservatiQn and testing. ' ' � Lakeshore En ineerin 9 9 1 ' November $ 1995 Project Na- 94-110.PT ' Page S iz� ' FOUNDATION DESIGN Footixlqs ' The praposed residential development may be supported on conventianal spread footings established in campetent rewarked soils. These spr�ad footings may be des�gned �or an allawable bearing value o� 1500 paunds ' per square £oot. This design value may be increase by one third, i� the Structural Engineer takes iz�to consideration short duratian structural loading canditions, such as induced by wind and/or seismic farces. ' Faotings should be founded at least 12 or 18 inches below the lowest adjace�t ground surface, for one or two story structures, respectively. All continuous foundatians shoul.d be xeinforced with one number 4 bar ' at top and one a� bottam and also in accordance with the recommeradatiQns of the StruCtural Erbgineer ar Architec�.. ' Settlement ' After the rework of on--site soiZs, total settlement due tQ structural loads shauld nat be a design factar as thay should be less than 3/4 inch. Differential settlement shauld be within tolerable limits. ' Lateral Capacity , Far desagn, resistance to �ateral loads can be assumed to b� provided by �rictian acting at th� based af the foundations and by passive earth ' pressure and may be combine without reducti�on. �f �aassi�re earth pressure is used, it is important that backfill should be placed under engineering observatior�. and testing. ' A coefficient of friction of 0.30 may be used with the dead laad farces. An allawable lateral passive earth pressuse of Z00 paunds p�r square foot per foot af depth may be used for the sides of fvatings ' pour�d against undisturbed and/Qr recompacted soils. . The lateral bearing values indicated abave are for the total o� dead ' and �requently applied �ive laads. If the normal cade requiremen.ts are used for seismic design, the values may be increased by 1/3 for short duratians of the loading which include the ef�ect of wind ar seismic forces. ' ' � Lak h re es o Eng�neer�ng ' 1 . November 8, 1995 Project No: 94-J.10.PI ' Page Seven ' EXPANSIVE SOILS Based upoaz our explora�.ary e�farts and testing, the site is underlain � by 4 ta 6 feet �f moderately expansive soils. Our laboratory test resul� of ansite soi�s indicated Expansion Index of 45 . Due to the extensiv� grading proposed, the expansion potential of building pad subgrade sails should be .revaluated near the canclusion of rough , grading. , Concrete Slab - on - Grade The sub.grade soils at present are considered to be moderately expansive. The interiar building �loor slabs may be supported directly ' on properly prepared subgrade. If a floor c�vering tha� could be critically affected by moisture, such as vinyl tile, slabs should be protected by a plastic vapor bar�ier of six-mil thickness. T]he sheet ' should be covered by at least twv inch �f sand cushion ta preven� punctures and aid in concrete cure. �resaturatian o� subgrade soils �o 12p°s o� aptimum to 12 inches in depth is required. ' The concrete flo�r slabs shauld be at leas't 4 inches thick naminal and reinfarced with at least 6" x 6" / no. 1� - 10 welded wire mesh. CQncrete drive�ray, sidewalk, fire pit an.d patio slabs shauld alsa be ' rein�arced as suggested above. ' Retainin walls N� reta�ning walls are proposed at this tinte. I E DRAINAG ' Pas�tbve drainage shauld be provided around the perimete� a� all structures to minimize water infiltrating into the und�rlyi.ng soils. Finish subgrade acljacent to exteriar foatings should be s�.oped down and ' away to facilitate surface drainage. All drainage should be directed off-site via non-erasive d�vices. Care shauld be taken to prese�cve existing native drainage. ' 'PYae hameawner should be made aware of the potentia� problems which may develop when drainage is altered through construction Qf retaining walls, pat�os and po�1s. �anded water, leaking irr�g�tion systems, ' nverwatering or o�.her conditions which cauld lead to ground satu�a�ion mus� be avaided. 1 � Lakeshore En ineerin 9 g ' , November 8 1995 Project No. 94-110.PI , Page Ei�g�at ' FOOTING EXCAVATION All footing excavations should be inspected and appraved by the Sails ' Consultant prior to placement of forms, reinforcement, or concr�te. Materials generated fram t�ae faoting excavations should not be spread an slab-on-grade areas, unless they are campacted and tested. ' GE�IERAL �NFORMATION , Th� findings and recommendatians of thzs repart were prepa�ed in accordance with generally accepted professa�onal engineera.ng principles � and practices in the f�elds o� soi�. mechanics and foundation engineering. This warranty is in lieu at all other warrazxties, either expressecl ar implied. , We sincerely appreciate the opportuarxity ta be of service. If you �nave any questions concerning this repor�. vr require fuacther in�armation and ser�rices, please contact this affice at your convenience , Respectfully Subm�tted, LAKESHOR� ENGIdVEERING --� , '�� ,.•.���)Fk$$� r'�.•� Q�q� /..:�:;'` FENYOUN `�•� � � �_�� �, 4 � � x r y` � � FEN Y 1�T�`� ✓ `� �'� ' ;� 4 R.C. . 374 2, Exp- �. �J��¢ 4�.oFr � � I FY��y . _.v... -. ' ENCLQSURES: GRAD'ING PLAN IN POCKET APPENDIX A - EXPLORATION ' APPENDIX B - LABORATORY TEST�NG APPENDIX C - SUGGESTED GRADING GUIDELINES ANi] SLOPE ERQSZQN GUIDELINES ' , ' � Lakeshore En ineerin g g , ' � APPEND�X A ' FIELD EXPLORATION ' Field exp].oration was performed by using a backhoe (Mi.ke Mvnteleone) . The soils were cantinuously logged by our field persannel and. classifi.ed by visual examination in accordance with the Unified 1 Cl.assification System. Our trench logs and/or boring logs are attached for review. ' To eva�uate the compaction characteristics a� the fill �a�erial, field density tests were performed. Also, representative bulk samples were recovered and shipped to the �abaratory in polythelene bags �or � labaratory testing. ' � ' , ' ' � , 1 1 � Lakeshore En ineerin g g ' � PLOT PLAN � � � � � � � . I � c � _ � � 6 ti ,,�n � , � �., x V' P T , ��� �^ , •.�� � � � � �zc 1 . � ,`��Lr _ � , � �, �� -� � i �� �` �-c- _ _.,�' � !�� \ �,;� +� GT y. �� � ��t � . f�A � � s \ �4_-� ` �i ��F "t � � �C Z S � � `\ �o� �� / 8. � �..-" 1 ' - � z o �_ � ;::�.. � - L �"Sp � � F5 .S`t.o _ � �3� ' � � � � �7 e' � � � � f �t•� �� ~' ,� � , � -5 � �` �^ � ' �C,� � `�2�� • �'��i� �� �S � � �� ` , � . r r � -� \ \ L `c��C � � .�`�� � � � � I � � ` ` � Y 1/6 I r , � y V"� � j j � / - s'� � - z� � � `�o- 1 '- _ _ � � � - , . ��.o �NbS�Q .��• � ��� FS � ,�7.t{��f • �� 1 F' Z'�.�Z'loj �. , ` 1 , / 7�' l �, � o 1 I EXp �I�N- � � �`- '�. AP P -- 2` RqXIMATE LaCATIQN �F TRENCH � ' FOR: MR. & MRS, DOYLB �A K E s H o�E $ANTIAGO �STATS3 LQT 6, TRACT: 9$33-3 � Engineerin �LL$ Dg ��° � T�scvr�a►, cPi C�NSULTING C1VIL ENGINEERS ���� - D°� �gura►vo: ' 95-110 11/QB/95 3 1 TRENCH LOG ' Surface Elevation:�',�o�,���aKs G�'�r Logged By: � S_ Trench Trench Orientation: ,�ap� Date //-,�-�s-- Number Trench Dimensions: 3 X �i��X i�~� Equipment:F����G/yl� i,,��,��,C=X��,�,��y� ' The lop ie a repre�nhtlon of wbeurigee,eo�a�iW prounOrraler rorWitb�a at the time and place af ezcavation, / G ro u n d w ate r D e p t h:�/,,,.� with the paesape d time ar at o�ry other bcatfm there�y he consequeMfal chanQee In cnnditlons. � SAMPLE �J�.��� � Q�. `s�Q��.�r �ss, ss�/ m ��s .Y at ./ Y � N � o�� �` 5� �• ��.� ��.'� Cl�x � � � .y��',l jY� ' w _ ��-� � ,�, � o ` a�`�.-i� 0`4�J• ,��.• Q,O m H m 'c��'��Q OQ`y ��' O�c'Q c,��� �`� [ Qj.ej- sr.r � r�/ f .�BEriTis y�ra� ..rt��.•!/1 i C ��/ ' I� �G .0 e[�:"�rrrf �iys�. /^ ��rr JY�'a s h' J S� Y" ��~ G l a y�y SR/T d�r ��`sC v c � G as s u� p 2'��t.+es�l � ��r / G'rff p.-rS� /'p��f��'G.4/i7� ' S t la/YJ S/Yl - p/`�vel Sa�+ . < <rs s u � �'�s�C�mS� / S��t��/r�OiS � ��'/+'Se� �.tylS� �*pfrl�J. / /. l� f/ �jP �� � � �������- 10 ' 15 � ' 20 Surface Elevation: Lo ed B l�ta .o-+. �: � �+ �,` � �-* ' 7rench Orientation: ^/�s--� g9 y. '"`s� '�`f`s � � s`'�'�'�" Number Trench Dimensions: �X �%�X is`� Date A� � �.�� Groundwater De th: � �Z p �. �lr/. `�,�,.Y.ro,f� Equipment: , � D �D 3 J � C �r�Y/f�/� � t��f �o•a iris y-�t,4�, f.yc>�q�c¢i•�s� � ' � �� f Caked .s�r•z�r�r���rrs[�, 6��Sd.%�.r /o ��,�.1ce�r`s- �} / �-- G,�/ F/y�f s�--r �ri.�r i�r�-c r e r s i•p..c��l F¢ er� 1�� �`01� Sl� � �G•a��Y�'A�A [/s fS ���� ,e�O t S� /�1C�� ��rrS� /'po�� ' S�� ' � SN� �P ��`/J Sa.n ��r���iS y/e v � i%se'�r�air+-� / �7i«C��us .'�r0/s�t �.rS�� 1 �, v _ -� � �� 1p � / �/� ��,..,�wc�a�F�/�t��'/` 1 ' 15 ' 20 ' LAKESHQRE g� �:�.��...... . F�g. N4. ��� . Engineering �-� �'`� ����°-�� ' PROJ. NO. CQNSULTING ENGINEERS AND G�OLOGIST ct �- ( I a PS.... � � IAPPENDIX B ' LABORATORY TESTING ' MOISTURE DENSITY RELATTONSHIP Moisture � density information usually provides a gx'oss indication af the soil consistency and can delineate l.acal variations at th.e tzme af , investigatian and provide a carrelata�on between soil.s faund ozi this site. The dry unite weight and field �noisture content were deter�nined far se].ected samples, and the results are shawn on the log of laoring ' sheets. MAXIr'dL1M DENSITY - OPTINdLTM M�IS'�CTRE TES'TS � A selec�.ed s�il sampl� was tested in the labaratory to determine rnaximum dry density and optimum moisture cantent using the A.S.T.M. D1557�-78 compactian test method. This test procedure uses a 1Q pound , hammer falling a raeigh� o� 18 incY�es an each of five layers ta a 1/30 cubic foot cylinder. The results of the t�sts are presented belaw: ' Trench Depth Svil Maximum Dry �ptimuan Moisture No. (Ft. ) Description Density (P.C.F') Cantent (o Dry Wt. ) � T-1 0 - 3 Silty SAND(SC/SM) 131 .5 9 .5 W/trace of clay ' EXPANSION IND�X TEST ' A xep:res�ntative soil sample was callected in the �ield and tested in the labaratory in accordance with the A.SC.E. Expansio�. Tndex Test Method as specified by II.B.C. The deg�cee of expansi�n pa�.ential was evaluated fram measured soil volume changes obtained during soil ' moisturE altera�ions. The results o� the test are presented below: Trench Depth Soil Expansion Expansion ' I�do_rr� (Ft_) Descrip�ion Index--_^__ Po�ential� T-1 0 -3 Silty SAND 45 L�W/MEDIUM ' W/trac� of clay 1 ' � Lakeshore En ineerin 9 9 , ' APPENDIX C � SUGGESTED ITEMS TO INCLUDE IN SmANDARD GRADING SPEC�FICATIONS ' These specifications present the usual and minimum requixements �or grading opErations performed under the observation and ' testing of LAKESHORE ENGINEERING, rNC. No deviation f�'om these specifications will be allowed, except where specitically superseded in the preliminary geology and ' soils repdrt, ar in other written communication signed by the Soils Engineer ar Engineering Geologist. ' T GENERAL A. The Soils Engineer and �ngineering Gealogist ax'e the Owner' s ar Builder' s representative on the praject. � For the purpose of these specifica�ians, observation and testing by the Soils Engineer includes that observation and testing p�rfarmed by any p�rson or � persons emplayed by, and responsible to,the licensed Civil Engineer signing the sail report. ' B. All cleazing, the site preparation or �ar�.hwork performed on the praject shall be conducted by the Contractvr under the observation of the ' Soils Engineer. C. It is the Contractor' s responsibility to prepare th� ground surface to receive the fills ta the ' satisfaction of the Soils Engineer and to place, spread, mix, water and compact the fill in accardance with the specificatians of the Soils Engineea�. Th� Cantractor shall alsa remove all materials considered ' unsa�isfactory by the Soils Engineer. D. It is also the Cantractor' s responsibility to have ' suitable and suffica.ent campaction equipment an the jobsit� to handle the amaunt of fill being placed. If necessary, excavation eqixipment will be shut down 1 ta permi.t complet�on of compaction. Sufficient watering apparatus will also be provided by the Can�ractor, with due cansideration for the fill. ' material, rate and time ot year. E. A final report wi11 be issued by the Sai1s Engineer and Engineering Geologist attesting to the ' Contractor ' s conformance with these specifications. 1 � Lakeshore Engineering 1 t Suggested Items to znclude in ' Standard Grading Specifications II SITE PREPARATION ' A. All vegetation an.d deleterious material such as rubbish shall be disposed af offsite. This removal must be concluded prior to placing fill . ' S. The Sails Engineer shall locate all houses, sheds, sewage dispasal systems, large trees ar sf.ructures on the site or an the grading plan to the best of ' his knawledge prior to preparing the graund surface. ' C. Soil, alluvium or rack materi.als determined by the Sails Ex�gineer as being unsuitable for plac�ment in compacted fills shall be �emov�d and wasted fr�m ' the site. Any material incc�rporated as a part of a compacted fi11 must be approved by the Soi1s Engineer. ' D. After the ground sur�ace to receive fill has beex� cleared, it shall be scarified, disced ar bladed by the Contractar until it is unifarm and �ree from ' ruts, hollows, hummocks or ather uneven features which tnay prevent uniform compaction. ' The scarified graund surface shall then be brought to optimtxm moisture, mixed as required, and compactEd as specified. If the scarif'ied zorze is greater than traelve inches in depth, the excess ' shall be remaved and placed in lifts restricted to six inches. ' Prior to placing fill, the ground surface to receive fill shall be inspected, tested and approved hy the Soils Engineer. ' E. Any underground structures such as cesspoals, cisterns, minimum .shafts, tunnels, sep�.ic tanks, wells, pipe lines ar others not located prior to ' grading are to be rem�ved or treated in a manner prescribed by the Soils Engineer. 1 ' 1 � Lakeshore Engineering 1 ' Suggested Items to Include in ' Standard Grading Specificati.ons TYI COMPACTED FILLS ' A. Any materials imported or excavated on the property may be utilized in the fill, provided �ach material has be�n determined ta be suitable by the Sdils ' Engineer. Roots, tree branches and other matter missed during clearing shall be remaved from the fill as directed by the Soils Engineex'. ' B. Rock fragments less than six inches in diameter may be utilized in the �ill, provided: ' 1 . Th�y are not placed in concentrated pockets. 2 . There is a sufficient percentage of fi.ne- ' grained material tQ surraund the rocks. 3. The distribution of the rocks is abserved by ' the Soils Engineer. C. Roc.ks gr�ater than six inch�s in diameter shall be taken offsite, ar placed in accardance w�th the ' recommendatians of the Sai].s Engineer in areas designated as suitable far rock disposal. Details far rock disposal such as lacation, moisture ' control percentag�? �f rock placed, etc. , will be referred to in the "Canclusions & Recommendations" s�ction of the soils repart. ' I� rocks greater than six inches in diameter were not anticipated in the preliminary so�.ls and gealagy report, rock dispasal recammendations may ' not have been made in the "Conclusions and Recommendations" sectiox�. In this case, the Contractor shall notify the Soils Engineer if rocks ' greater than six inches in diameter are encauntered. The Soils Engineer will than prepare a rock disposal recommendation or requEst that such rocks be taken affsite. ' D. Material that is spongy, subject to decay, or otherwise considered unsuitable shall not be used ' in the compacted fill . 1 1 � Lakeshore Engineering 1 1 Suggested Items to iraclude in Standard Grading Specifications ' E. Representative samples of materials to be utilized ' as campacted fill shall be analyzed in the laboratory by the Soils Engineer to deterrnine th�ir physical properties. If any material other that previously tested is encountered during grading, � the appropriate analysis of this material shall be conducted by the Soils Engineer as s�on as possibl.e. ' F. Material used in the compacting process shall be evenly spr�ad, watered or dried, processed and ' compacted in thin lifts not to exceed six inches in thi�ckness ta obtain a uniformly dense layer. The fill shall be placed and compacted on a horizontal plane, unless atherwise approved by the ' Soils Engineer. G. If the moisture conten�. or relative compaction ' varies from that required by the Soils �ngineer, the Contractor shal.l rework the fill unti.]. it is approved by the Soils Engineer. � H. Each layer shall be compacted to 90 percent af the maximum density in campliance with the t�sting method specified by the cantrolling governmental ' agency. (In general, ASTM D1557-70`[" wi11 be used. ) If compaction to a lesser percentage is authorized ' by the controlling governmental agency because of a specific land use ar expansive soil conditions, the area to receive fill compacted to less than 90� shall �ither be delineated on the grading plan or ' appropriate reference made ta the area in. the soil repart. ' I . A1]. fills shall be keyed and benched through all topsoil, colluvium, alluvium ar creep material, into sound bedrock or �irm material where the slope ' receiving fill exceeds a ratio of �ive horizontal to ane vertical, in accardance with the recommend- ations of the Soils Engineer. ' J. The key for side hill fills shall be a minimum of 15 feet w�thin bedr�ck or firm materials, unless atherwise specified in the soils ��port. (See ' detail an Plate GS-1. ) ' � Lakeshore Engineering 1 ' Suggested Items to Include in � Standard Grading Specifications K. Drainage terraces and subdrainage devices shall be constructed in campliance with the ordinances of ' the controlling go,vernmental. agency, or with the recommenda�ions of �he Soils Engineer and Engineer a� Record. ' L. The Contractor will be required ta obtain a minimum ' relative compactian af 90 percent out to the �inish slope face of fill slopes, buttresses and stabil- ization fills. This may be achieved by either over building the slape and cutting back �o the ' compacted cor�, or by dixect compaction of the slope face with suitable equipment, or by any other procedure which praduces the required ' campactian. The Contractar shall prepare a written detailed , description of the methad ar methads he wi11. employ �o dbtain the required slope compactian. Such documents shall be submitted to the Soils Engineer for review and commen�s priar �o the start of ' grading. If a methad other than over buildizlg and cutting ' back to the compacted core is to be employed, slope tests wi11 be made by the Sails Engineer during canstructian af th� slapes ta determine it the required compaction is being achieved. Where failing tests accur or other field prob-- _ lems arise, th� Cantractar will be notified by the Soils Engineer. ' I� the method of achieving the required slope compaction s�lected by the Contractor fails to � produce the necessary results, th� Contractor shall rework or rebuild such slopes un�il the required degree o� compaction is obtained, at no additional CDSt ta the Owner or Sai].s Enginee�. ' M. All fill slopes shauld be planted or protected frorn erasion by methods sp�cified in the soils report ' ar by means approved by the governing authorzties. N. fi11-over-cut slapes shall be properly keyed ' through topsai]., colluvium or creep material inta rock or firm materials; and the transition shall be stripped af a11 soil prior to placing fi11 . (see detail Pla�e GS-2 . ) ' � Lakeshore En ineerin g g 1 ' � Suggested Items ta Include in Standard Grading Specificatians IV CUT SLOPES ' A. The E�ng�.neering Geologist sha11 inspect all cut slapes excavated a.n rack, lithified or fo�mation 1 material at vertical intervals not exc�eding ten feet. ' B. If any canditians not anticipated in the prelim-- inary report such as perch�d water, seepage, lenticular or confined strata of a paten�.iall.y adverse nature, unfavorably inclined bedding, � joints or fault planes are encount�red during grading, these conditions shall be analyzed by the Engineering Geologxst and Snils Engineer; and , recommendatians shall. be made to treat these problems. ' C. Cut slop�s that face in the same direction as the prevailing drainag� shall be protected from slope wash by a nonerosive interceptor swale placed at the top of the slope. � D. Unless otherwise specified in the soils and gealagical report, no cut slopes shal7. be e�cavated , higher o� steeper than that a1lQwed by the ordinances of contro�ling gavernmental agencies. E. Drainage terraces shall be constructed in camplz- ance with the ordinances of contralling gav�rn- mental agencies, or with the recommendations of the Soils Engineer ar Engineering Geologzst. , IV GRADING C�NTROL A. Inspection of the fill placem�nt shall be provided ' by the Soils Engineer during the pragress af grading. � S. In general, density tests should be made at inter- vals not exceeding twa feet of fi7.1 height of every 500 cubic yards of fill placed. Th�s criteria wil� ' vary depending on sail conditions and the size of the job. In any event, an adequat� number of field density tests shall be made to verify that the requixed compaction is being achieved. , C. Density tests should alsa b� made an the surface material to receive fill as required by the Soils ' Engineer. � Lakeshore Engineering 1 1 Suggested Items to znclude in ' Standard Grading Specifications D. All cleanouts, pracessed ground to receive fill, key excavations, subdrains and rack disposal must ' be inspected and approved by the Soi1s Engineer (and often by the gaverning authorities) prior to placing any fill. It shall be the Contractor' s , respansibility ta notify the Sails Engineer and governing authorities when such areas are ready for inspection. � VI CONSTRUCTION CONSIDERATIONS A. Erosion contral measures, when necessary, shall be � provided by the Cantractor during grading and prior to the completian and construction of perman�nt drainage controls. ' S. Upon compl�tion af grading and t�rmination af observations by the Soils Engineer, na further filli.ng or e�cavating, including that necessary , for footings, taundations, large tree wells, retaining walls, or- other features shall be per- formed withaut the approval of the Soils Engineer or Engineering Geologist. � C. Care shall be taken by the Contractor during final � grading to preserve any berms, drainage terraces, �nterceptor swales, or ather devices a� a permanent nature on Qr adjacent to the proper�y. , 1 , � ' � ' � Lakeshore Engineering ' ' 1 APPENDIX C-2 1 SOIL EROSION C�NTR�L RECQMM�NDA'TTONS ' FOR S LOPE AREAS ' To minimize water-induced surficial erosion/sloughing �o existing , slopes or new fi11 and cut slopes , permanent erosion control measures should be planned as soon as possible. However, all soil slapes wi11 undergo som� erosion when subject to sustain�d water appTication . To ' minimiz� long--term erosion, w� have listed below some important points to be cansidered when planning , designing and installing/implementing slope erosion control plans. ' 1) All berms , terrace drains and 5urface drain inlets should be properly maintain�d. A qualified Engineer should revi�w any proposed additions or revisions to these syst�ms , to evaluate , their impac� on slope erosion. 2) Local experience that the upper 3 to 5 feet of slape soils may be subject to water-induced mass erosion. Therefore, a sui�able ' paztion of slope plantings should have raot systems which wi11 develop we11 below 5 f�et. We suggest considera�ian of drought-resistant shrubs and low trees for this purpose. ' Intervening areas can then be planted with lightweight surface plantings with shallower roots systems . In any event , lightweight, low-moistur� plantings should be used. ' 3) Construction delays , climate/weather conditians , and plant growth rates may be such that additional short term, non-plant erosion control measures may be needed; examples would be matting , ' netting, plastic sheets, deep (5 feet) staking. 4) Major erosion can be initiated by seemingly insignificant �vents: ' rodent burrowing, human tresspass (foot prints) in damp areas, small concentrations of controlled surface/subsurface water; or poor campac�ion o� utility trench backfill on slopes. ' 5) All possible precautions should be taken to minimi2e soil moisture percolating deep into the slope soils . S1ope irrigations systems should be properly operated and maintained t and system controls should be plac�d under strict control. The duration of each cycle of irrigation shouJ�d be short and may be more frequent in order ta reduce the saturation of the ' d�eper soils . ' 1 � , AFPENDIX C-2 -CONTINUED- ' 6) High water content in slope soils is a major factor in slop� erosion or slope failures . Therefore , all possible pr�cautians shauld be tak�n ta minimize soil moisture. Slape irriga�ion , systems should be properly operated and maintained and system controls should be placed under s�rict control . ' 7) If completion of new slapes occurs during the rainy s�ason, contingency plans should be developed to provide prompt temporary protection against major erosion/ slaughing . On� method would be to place plastic shee�ing over the slopes. ' I� this is carefully coordinated with the Landscape Architect/Contractor , plantings might be placed prior to sh�eting placement , thus minimize any delays in the plant , grdwth progzam, ' We s�rongly recommend that a "team effort" be used to develop the erosion control program. The team should consist of the Civil and S o i l s E n g i n eers, t h� Eng�.neering Geologist, the Landscape Architect/Contractor and the Develaper/Owner . To assist in � dev�loping a landscap� pragram, we have listed (belaw) several r�ferences . ' Finally, we recdmmend that a "Slope Area Maintenance Manual" be develaped by the erosion cantrol team, for use by ho;meowners and , their Associations. The above recommendations are intended for guidance purpases. ' Situations will vary and therefore , erasion control plans will differ. No guaratee is made as to perfarmance, but we b�lieve these recammendations meet the generally accepted standards of our ' pro�essian at this time . 1 , 1 1 ' ' � ' ' r . , EROSION CONTROL REFERENCES ' 1. "Slope Pratection for Residential Developments" , Natianal Academy of Sciences , Washingtan , D.C . (1969) ' 2 . "Guide for Erosion and Debris Control in Hillside Areas" r Department ot Building and Safety , City of Los Angeles (1970) ' 3 . "Slope Stability Report" , Orange County Department of Building ' and Saf�ty (1973) ' 4 . "Guides of Erosion and Sediment Control" Soil Conservation Service , Davis Califarnia , U.S . Department af Agriculture (1977) 1 5 . "Rain-Care and Protection of Hillside Homes" , brochure undated, published by Buialding and Safety Divsion, Los Angeles County Engineer . ' 6 . "Guidelines for Eros ' �on and Sediment Control Planning and , Implementation" , Office of Research and Monitoring , U.S . Environmental Prot�ction Agency, (1972) ' 7 . "Resource Conservation Glossary" , Soi1 Conservation Society of America (1970) ' 8. "Standards and 5pecifications far Soil Erosion and Sediment Control Developing Areas : ' S�il Conservation Service , U.S . ' Department of Agriculture 9 . "Hom�owners Guide far Debris and Erosion Control" ' Los Angeles ' County Flood C�ntrol District (unda�ed) , 1Q. "Grading Guild�lines (8 pages, stapled sheets) , Building and Safety Division, Department ot County Engineer , County of Los Angeles (undated, but probably about 1977) 1 ' ' 1 .- '`: CUT LOT i � � �� �� � .� �� �� AB�� � µNAT�q1At � 5� MIN ' ' • ' •• " • '. ' •' - . /.' � _ • _ - • CO�IPACTED � . � ' '-' , -� Flll . - - I' ' _ • • _�f DVEREXCAVAIE AND 3' MIN' - RECOMPACi • . �oMaErENT MATERIAI ACCEPTABLE ' ' � '0 iH� 5011 �NGINEER �' , . CUT FILL LpT_(TRANSITION) � � ' � � A`�QP�E �� 5" AI I N .- � ' . . • • '. ' • ' ' ' ' .• • ' • , - ' . . • � . _ . . • . - - ':•: . . ' - COAIPACTEp FILL � e`E �• - ' ' :, .' .' • � -�P�E �A ��- _ OVEREX�AVATE ANp � \��' �5 �' � � 3' MIN_. . � : • - • � RECO�IPACT �_ � - . - . . � - ' -, . - '_ . _ " �- -' • • �OEEPER �vENExCrVAf11iN hf�r BE �- RECnr,:r�ENOED 6r TME SO�I EN�;i�+�c� - '�, COMPETEN� A1AiERIA� ACCEPTABIE �'� �T�EP ►RaN51�i0NS �� ' ' . - • � ' - 10 tME 50�� GNGINEER �iE �ECTi�n a�SOiC OF rHESE �PECIFiCATiONS � . TITIE: FIGURE: � - � TYPICAL CUT/FILL OVEREXCAVATION D-� , � � i r : 1. � CDMP�EHT r�aT�Al,a� QVEAFILL AEQl11AEME4T5 �O�PA�T�p FI�� —, � PER P�pT� N0.4 �� i0E OF SIOPE SHOWN � • � ON GRADING PLAN � . . - . . —� . PpD.IECT SLOPE GRAOIENT / � � ' � � , ~� (1:1 MAX� � • , . �� . • - � _.r 1' � ' - ' � ..�' d. 9ACKCUT--VARIES �.r • �,�� . 1�pe`�AIAI��'E � MIN. ����NS� % R�-=�r ��INIMUM HEIGHT pF BENCHES ' �-- _ ' - . i S i F EET Op aS REC�M- ►�ENDE� 8r TME SDII ENG�- � � �IINIMUM P TILT BACK NE=R 2' I�INII�UM- �Z OR 2'.b SIOPE KEY DEPTH (WH�CH�1/ER IS GR�ATER) � KEYWAY IN �QMPEhHi AIAT. � �RIA�. MINIMUM WIOTH OF 15 Pu+cE to►�P�crEo FEEr pq aS AECO��ENOED Br 9ACKFILL i0 ORIG- THE SOIL ENGINEER. KEYWaY � INA� �RAOE �IAY NOT BE AEOUTAEp IF FI�� SIOPE i5 1E55 THAN 5' iN NOTE. MEIGHT. AS aECO�AMENDED BY 9ENCNING SMA�� �E R�QUIREp TNE SOIL ENGiNEER. �NM�N VARJpp� SLOP�S ARE � EOUA� TO OR STEEPEp iHAN 5:1 OA WHEN RECOMMENDED 8Y THE 5011 ENGINEER. � �-=.. , � � � � __ _ _ . ---. . TI7LE: - -•: -- FIGIIRE: � - - _ - TYPICAL FILL ABOVE __.� _ NATURAL SLOPE D-5 � _ .. _. - � � . I DESiGN -' I, FINI$H SLOPE �' OUTLETS TO 9E SPACED � AT iQQ' AIAXI�IUM INTEFI- VA�S. EzTEND t2 �NCHES _ BEYOND F��E pF SLDPE AT TiME OF ROUGH GiUO- ING CON5TRUCTION. � • • 9UTTRE5b _ . ' - . Op 51DEHI�L ' 10' �IIN� • - • ' � ,� ��� _ FI�� � . • ' .� ' 25' MAX - ' - � • . • . . . _ - ii 8L4NK�T F��� IF i5' \ ' . . • . � . " RECOMA�ENDED � MAX _ - � • - . • • . , ' • � BY SOIL EHG�- � . _ . NEER � 2 1�1 �. �7� , _- �. ' • • . . . • ' •. . � �-INCH OIAMETER HOH-PERFOpAT • • • ourt� �aE ro a� �ocarEn �N F�Eio : CLEAR � � � ' " � ' i BY TNE SOIL ENG�NEER. • 'FIITER MATERIAL' TO �IEET FOLIOWIHG SPECIFI- CATION OR APPADVED EOUIVALENT: (CQNFDRMS TO ,��GRAVEL' TO IAEET Fp�LOWING SPECIFICATION OR E�IA 57'D_ P(�IN 3�3) APPROVED EOU�VA�ENT: SIEYE SItE PERCENTAGE PASSING 51EVE SIZE P�RCE TAGE PASSING � �- ,00 .. y�- 90-,oo '''�" �o0 3/8" t0-100 N0.< 5D N0. t 25-t0 N0. 200 8 N0. 8 � 15-33 SAND EOUIV�IIENi� AIINIMUAI OF 50 M0. 30 S.�S FI�TER AIAT�AIA� — IA�NIMUM OF FIVE N0. 50 p.r CUBIC FEET PER FOOT OF PIPE. SEE N0. 200 p.3 aBOvE FOA Fi�1ER �AT'ERi,a� SPECiFi- CA11pN. OL11�LE7 P1PE TO BE CON- AIiERNATIVE IN LlEU OF FI�TER �IAT- MECTED TO SUBORAIN PIPE ERIA-L FIVE CUBIC FEET QF GRAVEL WITH TEE OR ELBOW PER FOOT QF PIPE MAY BE ENCASED IN FILIER FqBRIC. SEE ABOVE FOR cAAvEt spEc�FicAr�oN. • F�ItEA FAQAIC SHAl1 BE MIRAFI Iqp - OR E�l1NA�ENT. FI�i�R FABRiC SHA�� BE LAPP�D A MINIMUM OF 12 INCHES f~ OM ALL.JOINT$_ MINIMUM �-IHCH DIAFAETEA PVC $CH 40 OR A8S CLASS 5DR 35 WITN A CRUSHING STRENGTH OF AT ��ASE 1.000 POUNDS. WITH A AIINtAIIJM -NOTES. OF B UNIFORAILY SPACEp PERFaq,�TIpNS PER FOOT pF PiPE iySTA���D 1. iAENCH FpR OUTIET PIPE$ TO BE BACKFI�LEd W�TN PERFpRAi1pN5 ON BOTT�M OF Plp�, PROVIOE CAP AT UPSTR�AAI WITN ON•SiTE 501� END OF PIPE. SIOPE AT 2 PERCEHI TO Ol1TLET PIPE, - TITLE: . • FIGURE: � � TYPICAL FILL SUBDRAIN DETAIL p-7 �. 1 �, � ��, `�' � TYTLE 24 REPORT FOR: ROBERT AND LABECCA DOYLE TEMECULA, CALIFORNIA PROJECT DESIGNER: REPORT PREPARED BY: JOAN D. HACKER _ . INSU-FORM, TNC. - .. 684$7 HTGHWAY 111, SUITE 56 CATHEDR.AL CITY, CA 92264 (519) 324-021G Job Number: Date: 9/28/1995 -: ,�-�.. : -..., � _ - , , � ,:.,. _ � . _..., ` - �. ',.'_.` �... . � ........... � ' .... ,-.;'_:�:.;-,::; ��Ei 2� `ti:�:,'`�;:;:� _ .-�.-_ --- _- -_- - The COMPLY 2� computer progr:am has `b'e'en �us'ed to perform the calculations summarized i.n this compliance report. Tha.s program has approval and is authorized by the Califarnia Energy Commission for use with both the Residential and Nonresidentfal Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-�803. , • Table Of Cantents for Title 24 Report Cov�r Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - • - . . . . . . . . . . . . . . . . . . . . 1 Table af Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form CF�1R Certificate of Compliance: Residential . . . . . . . . . . . . . . . . . . . 3 Form MF-1R Mandatory Measures Checklist: Residential . . . . . . . . . . . . . . . . 5 Form C-2R Computer Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Form P-2R Point System Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 � IiVAC Zane & Space Loads Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 ' � R'. ' - �CERTIFICATE OF COMPLIANCE: Residential (part 1 of 2) CF-1R page 3 of 13 Project Name: RQBERT AND LABECCA DOYLE � Date: 9/2$/1995 Address: TEMECULA, CALIFORNTA Suilding Permit Na Design�r: Checked by / Date Documentation: TNSU-FORM, INC. COMPLY 24 User 2655 , GENERAL INFORMATION Compliance Method: COMPLY 24 version 4.11 Climate Zane: 10 Conditioned Floor Area: 3555 sq�t Building Type: Single Fam Att Building Front Orientation: 180 deg (S) Number of Dwelling Units: 1 Flo�r Construction Type: Slab on Grade BUILDING SHELL INSULATION Campanent U-Value Location/Comments R-19 Wall. (W.19.2x6.�5) O.Q65 WHOLE HDUSE � � Solid Wood Door 0.387 WHOLE HOUSE R-38 ROOf(R.38. 2x14.16) 0.02$ WHOLE HOUSE Slab Perimeter w/R-D.0 D.900 WHOLE HOUSE S1ab Perim�ter w/R-0.0 0.720 WHOLE HOUSE FENESTRATION Shading Devices Frame Orient. Area U-Val Type Interior Exterior OH SF Type Sack (N) 2.5 0.72 Double nane none N N Metal Back (N) 2A.0 0.72 Double none none Y N Metal. Back (N) 7.5 0.87 Double none none N N Metal. Back (N) 66.0 0.87 Double none none Y N Metal. Back (NE) 33.0 0.87 Double none non� Y N Metal. Right (E) 49.0 0.87 Double none none N N Metal. Right (E) �0.0 0.87 Double none none Y N Metal Right (SE) 10.0 0.72 Double none none N N Metal � Right (SE) 17.5 0.87 Double none none N N Metal Front (S) 2.5 0.72 Double none none N N Meta1 Front (S) 32.0 0.72 Double none none Y N Meta1 Front (S) 10.0 0.87 Doulale none none N N Metal Front (S) 33.0 0.87 1]auble none none Y N Metal. - Front (S) f5.0 0.87 Dauble nane Standard Bug Scr Y N Metal ' Front (SW) 2.5 0.72 Dauble none none N N Metal Front (SW) 17.5 0.87 Double non� none N N Metal Left (W) 2.5 0.7 2 Double nane none N N Metal. Le�t ' (W) 10.0 0.87 Double none none N N Metal Left (W) 48.0 0.87 Double none Standard Bug Scr Y N Metal Left (Nw) 2.5 0.72 Double nane none Y N Metal I,,�ft (NW) 10.0 0.87 Double none none Y N Metal THERMAL MASS Area Thick Type Covering (sf) (in) Location/Description Concrete, Heavyweight Exposed 2127 3.50 Slab on Grade �` � � Concrete, Heavyweight Covered 1428 3 .50 Slab on Grad�. .: • <. `CERT�FICATE OF COMPLIANCE: R�sidential (part 2 of 2) CF-1R page 4 of 13 Project Name: ROSERT AND LABECCA DOYLE � Date: 9/28/1995 Dacumentation: INSU-F�RM, TNC. COMPLY 24 User 2655 HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVaI Type Location/Comments Furnace 0.80� AFUE Ducts in Attic 4.2 S�tBck WH�LE HDUSE SpltAirCond10.U00 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATTNG SYSTEMS FIeatex in Energy Size Insul System Nam� Distribution Type Type Sys Factor (gal) R-Val Std Gas 50 gal or Less Standard StorGas 2 0.53 50.0 12.0 AFUE - WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R-Val Light Std Gas 50 gal or Less DomesticHW 0.78U 40000 0.040 p.0 D SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and per�ormance specifications needed ta comply wa.th Title 2�, Parts 1 & � of the Cal.ifor- nia Code of Regulations, and the administrative regulations to implement them. This certificat� has been signed by the individual with overall design responsibility. When this certificate of campliance is submitted for a singl.e building plan to be bua.�t in mu].tiple orientations, any shading featu�e that is varied is indicated in the Special Features/Remarks section DESIGNER or OWNER DOCLTMENTATION AUTHOR (Per Business & Professions Code) JOAN D. HACKER INSU-FORM, INC. 58487 HIGHWAY 111, SUITE 56 CATHEDRAL CITY, CA 92264 Lic #: (619) 32�4-0216 � q (signature) (date) (si ture) (date) ENFORCEMENT AGENCY - - Name: . Title: Agency: Telephone: (signature/stamp) (date) � 'MANDAToRY MEASURES CHECKLIST (part 1 of 2) MF-1R page -� of 13 Project Name: ROBERT AND LABECCA DOYLE � Date: 9/28/1995 � Documentation: �NSU-FORM, INC. COMPLY 2� User 2655 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Ttems marked with an asterisk (*) may be supers�ded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted sha11 be considered by a11 parties as binding minimum camponent performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on th�s checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 150(a) : Minimum R--19 ceiling insulation. * o Sec. 150(b) : Loose fill insulation manufacturers . labeled R-Value. o Sec. 150(c) : Minimum R-1.3 wall insulation in framed walls (does not app].y to exterior mass wa11s) . * o Sec. 150(d) : Minimum R-13 raised floor insulation i.n framed Eloors; Minimum R-8 in concrete raised f10prS. * o Sec. 150(�) : Slab edge insulation - water absarption rate no greater than 0. 3�, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 118: Insulation speca.fied or installed meets California Energy Commiss�on quality standards. Indicate Type & form. o Sec. 11G-117: Fenestration Products, Ext Doors & Infil/Ex�il Contrals a. Doors and windows between conda.tioned and uncond�t�oned spaces designed to limit ai.r l�akage. b. Manufactured fenestration products have label w/certified U-Value c. Exterior doors and windora�s weatherstripped; all joints and penetrations cau].ked and sealed. a Sec. 15p(g) : Vapor barriers mandatary in Climate Zones 14 � and 16 only. ' o Sec. 150(�) : Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. ,, . f,_;, o Sec. 150(e) : Installation o� Fireplaces, Decorative Gas Appliances and Gas Logs _ 1. Masonry and factory-built fireplaces have: , _ a. Closeable metal or g].ass door b. Outside air intake with damper and contral c. Flue damper and contral 2. No con�inuous burning gas pilots allowed. � �ArTDATORY MEASURES CHECKLTST (part 2 of 2) MF-1R page 6 of 13 Project Name: ROBERT AND LASECCA DOYLE � Date: 9/2g/1995r_^` Dacumentation: INSU-FORM, YNC. COMPLY 24 User 2655 SPACE CONDITIONING, WATER HEATING AND PLUMBTNG SYSTEM MEASURES Enforcement o Sec. 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. o Sec. 150(i) : Setback thermostat on all applicable heating systems. o Sec. 150(j ) : Pipe and Tank Insulation 1. Indirect hot water tanks (eg unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation - (R-16 or gr�ater) . 2. First 5 feet of pipes closest to water heater tank, non-recirculation systems, insulated (R-4 or greater. 3. All buried or exposed piping insulated in recirculation sectians of hat water syst�m. . 4. Coo�ing system piping below 55 F insulated. 5. Piping insulated between heating saurce and �ndirect hot water tank. . a S�c. 150(m) Ducts and Fans * 1. Ducts constructed, instal7,ed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum R-4.2 or ducts enc].osed entirely within conditioned space. 2. Exhaust systems have backdraft or automatic dampers. 3. Gravity vent�lating systems serving conditioned space have either automatic or readily accessible manually operated dampers, o Sec. 114:Poa1 and Spa Heating Systems and Equipment 1. System is certified with 78� thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and na pilot light. 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation ' pump time switch. o Sec. 115: Gas-fired central furnaae, pool heater, spa heater � ar househo].d cooking appliance have na continuously burning pil.ot light. (Exception: Non-electrical cooking appliance with pilot � 150 Stuh) LIGHTING MEASURES o Sec. 15b(k) : Lighting - 40 lumens/watt or greater for general lighting in k�tchens and roams wa.th water closets; and recessed cei�ing fixtures IC (insulation cover) approved. • � COMPUTER METHOD SUNIl�fARY C-2R page 7 of 13 Project Name: ROBERT AND LABECCA DOYLE � Date: 9/28/1995 Documentation: INSU--FORM, INC. COMPLY 24 U�er 2655 POINT SYSTEM COMPLIANCE SUMMARY Proposed Design Point Score 13 Points *BUILDTNG COMPLIES* Budget Compliance Point Gval o Points GENERAL INFORMATION Compliance Methad: COMPLY 24 version 4.11 Climate Zone: 10 Conditioned Floor Area: 3555 sqft Build�ng Type: Single Fam Att Building Front Orientation: 180 deg (S) -' Number of Dwelling Units: 1 Number of Stories: 1 Floor Construction Type: Slab an Grade Total Conditioned Volume: 28440 cuft Condition�d Footprint Area: 3555 sqft Ground Floor Area: 3555 sqft BUILDING ZONE INF�RMATION Floor # of Vent Zone Name Area Volume Units Zone Type TStat Type Hgt Area WHOLE HOUSE 3555 28440 �.00 Conditioned Setback 2 n/a OPAQUE SURFACES Act Solar Type Area U-Val Azm Ti.lt Gains Form 3 Reference Lacation/Comments ZONE NAME = WIiOLE HOUSE Wall 406 0.065 180 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE Door GO Q.387 180 90 Yes Solid Wood Daor WHOLE HDUSE Wall 60 0.065 225 90 Yes R-19 Wall (W.�9. 2x5.16) WHOLE HOUSE Wa11 448 0.055 270 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE Door 2Q 0.387 270 90 Yes So1id Wood Door WH�LE HOUSE Wall 28 0.065 315 90 Yes R--19 Wall (W.7.9.2x6.16) WHOLE HOUSE Wall 600 0.065 0 90 Yes R-19 Wall (W.19.2x6.16) WHDLE IiOUSE , Wall 23 0.065 45 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE Wall 399 0.065 90 90 Yes R-19 Wall (W.19.2x6.16) WHOLE H�USE Wall 109 0.065 135 9p Yes R-7.9 Wall (W.19.2x6.16) WHOLE HOUSE Roof 3555 0.028 �80 22 Yes R-38 Roof(R.38.2x14.16) WHOLE HOUSE � METHOD SUI�II�iARY C-2R page 8 of 13 `COMPUTER ProjectWNam��`R�BERT AND`LASECCA�DOYLE^ ^ �� Date: 9/28/1995 Dacumentation: INSU-FORM, �NC. C�MPLY 24 User 2655 PERIMETER LOSSES F2 Insulation Type__�__ Length Factor R'Val Depth Lacata.on/Comments__rr�_ ZONE NAME = WHOLE HOUSE Exposed 140.0 0.90 0.0 0 in WHOLE HDUSE Covered 130.0 0.72 0.0 0 in WHOLE HDUSE FENESTR.ATION SURFACES SC Act Glass #- Typ�'_-!_�___ _Area Frame Div U_Val Azm Tilt �nly_ Location/Comments!^�� ZONE NAME = WIiOLE HOIISE 1 Wdw Frant (S) 50.0 Metal No 0.87 1.80 90 0.88 WHOLE H�USE 2 Wdw Front (S) 15.0 Metal No 0.87 180 90 0.88 WHoLE HOUSE 3 Wdw Front (S) 32.0 Meta1 No 0.72 180 9� 0.88 WHOLE HOUSE 4 Wdw Front (S) 2.5 Metal No 0.72 180 90 0.88 WfiOLE IiOUSE 5 Wdw Front (�S) 10.0 Metal No 0.87 180 90 0.88 WHOLE H�USE 6 Wdw Front (S) 33.� Metal No 0.87 ].80 90 0.88 WHOLE HOUSE 7 Wdw Front (SW) 17.5 Metal No 0.87 225 90 0.88 WHOLE HOUSE 8 Wdw Front (SW) 2.5 Metal No 0.72 225 90 Q.88 WHDLE HOUSE 9 Wdw Left (W) 48.0 Metal Na 0.87 270 90 0.88 WHOLE HOUSE 10 Wdw Left (W) 10.0 Metal No 0.87 270 9p 0.88 WHOLE H�USE 11 Wdw Left (W) 2.5 Metal Na 0.72 270 90 U.88 WHOLE HOUSE 12 Wdw Left (NW) 10.0 Metal Na 0.87 315 90 0.88 WHOLE HOUSE 13 Wdw Left (NW) 2.5 Metal No 0.72 315 90 0.88 WHOLE HOUSE 14 Wdw Sack (N) 7.5 Metal No 0.87 0 9Q 0.88 WHOLE HOUSE 15 Wdw Back (N) 50.0 Metal No 0.87 0 90 0.88 WHOLE HOUSE 16 Wdw Back (N) 20.0 Metal No 0.72 0 9Q 0.88 WHOLE I30USE 17 Wdw Back (N) 2.5 Metal Na 0.72 0 90 0.88 WHOLE IiOUSE _ 18 Wdw Back (N) 15.b Metal No 0.87 0 90 0.88 WHOLE IiOUSE 19 Wdw Back (NE) 33 .0 Metal No U.87 45 90 0.85 WHDLE HOUSE 20 Wdw Right (E) 4�.0 Metal No q.87 90 90 0.88 WHOLE HOUSE 21 Wdw Right (E) �49 .0 Metal No 0.87 90 90 0.88 WH�LE HOUSE �2 Wdw Ri.ght (SE) 17.5 Metal No 0.87 135 90 0.88 WH�LE HOUSE 23 Wdw Right (SE) 10.0 Metal No 0.72 135 90 0.88 WHOLE HOUSE INTERI�R & EXTERIOR SHADING # Type Interior_Shade_Type��T_ _SC_ Exterior�ShadeTType+'^_ `SC_ �_ 1 Wdw Nane 1.00 Standard Bug Screen 0.87 + � 2 Wdw None 1.00 Standard Bug Screen 0.87 V� 3 Wdw None 1.00 Nane 1.00 °� 4 Wdw None 1.00 None 1.OQ 5 Wdw None 1.Q0 None 1.00 - 6 Wdw None 1.00 Nane 1.00 7 Wdw None 1.00 None 1.00 8 Wdw None 1.00 None 1.00 9 Wdw None 1.00 Standard Sug Screen 0.87 10 Wdw None 1..00 None 1.00 11 Wdw None 1.00 None 1.pQ 12 �Wdw None 1.00 None 1.00 - �13 Wdw None 1.00 None 1.p0 14 Wdw None 1.OD None 1.00 15 Wdw None 1.00 'None 1.00 16 Wdw None 1.00 None 1.00 17 Wdw None 1.Op None 1.00 18 Wdw Nane 1.00 None 1.00 19 Wdw None 1.00 None 1.00 20 Wdw N�ne 1.00 None 1.00 21 Wdw None 1.00 None 1.00 22 Wdw None 1.00 None 1.00 23 Wdw None �.00 None 1.00 � . �COMPUTER METHOD SUMMARY C-2R page 9 of 13 Proj�ct Name: ROBERT AND LABECCA DDYLE � Date: 9/28/1995 � Documentation: INSU-FORM, INC. COMPLY 24 User 2555 OVERHANGS/SIDE FINS --Window-- -----Overhang---__- ---Left Fin--- ---Right Fin�- # Type Ht Wd Len Ht LExt RExt Dist Len Iit Dist Len Ht 1 Wdw 5.0 ].0.0 8.0 0.1 8.0 8.0 2 Wdw 3.0 5.0 8.0 0.1 8.0 8.0 3 Wdw 6.8 2.5 2.0 0.1 2.0 2.0 6 Wdw 6.8 2.5 10.0 0.1 10.0 10.0 9 Wdw 4.0 5.0 2.0 0.1 2.0 2.0 12 Wdw 4.0 2.5 2.0 0.1 2:0 2.Q 13 Wdw 2.0 1.5 2.0 p.� 2.0 2.D 15 Wdw 5.0 10.0 10.0 0.1 10.0 10.0 15 Wdw 4.0 5.0 7.0.0 0.1 10.0 10.0 18 Wdw 5.8 2.5 2.0 0.1 2.0 2.0 19 Wdw 6.8 2.5 10.0 0.1 10.0 10.0 20 Wdw 5.8 3 .0 10,0 D.1 10.0 10.0 THERMAL MASS Area Thick Heat Inside Location Type (sf) (in) Cap Cond Form 3 Reference R-Val. Comments ZONE NAME = WHOLE HOUSE Exposed Slab 2127 3.50 28 0.98 n/a A Cov�r�d Slab 1428 3.50 28 0.98 n/a 2 HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVal Type Location/Comments Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck WH�LE HOUSE Sp1.tAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R--Val Std Gas 50 gal or Less Standard StorGas 2 0.53 50.p 12.0 , AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R-Val Light Std Gas 5� gal or Less DomesticHW 0.780 40000 0.04D 0.0 0 SPECZAL FEATURES/REMARKS . � POINT SYSTEM SUNIl�ARY � P-2R page 10 of 13 Project Name: ROBERT AND LABECCA DOYLE � Dat�: 9/28/1995 r_r Documentation: INSU-FORM, INC. COMPLY 24 User 2655 BUILDING DATA Conditioned Floor Area 3555 sqft Number of Stories 1 Occupancy Type Single Fam Att SCORE CARD Measure Paints 1. Roof Insulation 0.0284 (U-Value) ^1` 2. Wall Insulation 0.0655 (U-Value) 2 3. Raised Floor Insulation 0.0000 (U-Value) 3a. Controlled Vent Crawlspace 0.0 (R-Value) -� -1 4. SXab Edge Insulation 0.8133 (f2 factor)� 5. xnfiltration Standard 0 6. Glass Heat Loss 0.85 13.5� 2 Sum 1-6 4 7. Fenestration Heat Gain SC Orientatian Area � Glass Open EfF � SER North 129.0 3 .6 x 0.79 = 2.9 1.00 0 East 116.5 3.3 X 0.74 = 2.4 0.90 0 South 162.5 4.6 x Q.47 = 2.1 0.9$ 2 West 73 .0 2.1 X D.70 = 1.4 0.9D 1 Skylight 0.0 O.p x 0.00 = O.p O.pQ 0 8. Interior Thermal Mass 3.48 g 9. Extera.or Wall Mass q,pp p Sum 7-9 12 10. Heating System � Zanal Cantrol: Na 11. Coo].ing System p 12. Water Heating _ .�q ' Point Total: 13 - �HVAC ZONE HEATING & C�OLTNG LOAD SUMMARY page 11 of 13 Project Name: ROBERT AND LABECCA�DOYLE^ �W` �^r Date: 9/28/1995 Dacumentation: INSU-FORM, INC• COMPLY 24 User 2555 HVAC ZONE DESCRIPTION HVAC Zone Name: WHOLE HOUSE Heating System Name: Day&Night 383KAV04807� Caoling System Name: Day&Night 593BJ042-A System Multiplier: � Fan Schedule: Day Fans STD Peak Load Method: COINCIDENT Relative Humidity: 5p � COOLYNG SPACES^IN_THIS�Z�NE__r' PEAK HEATING PEAK SENSIBLE LATENT WHOLE HOUSE (Jan 12am) 63182 (Aug 2pm) r 46222 w^^571. TOTAL SPACE LOAD ^ 63182 46222 -571 Duct Gains & Losses: 637.8 4G22 Ventilation: ( 0 CFM) 0 0 0 Return Air Lighting Gain !__�!^_� _____« TOTAL SYSTEM LOAD 695Q0 50844 -571. SYSTEM OUTPUT AT DESIGN CONDITIONS 142000 55197 22�435 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum aize equipment which wi�l heat or cool this zane during the design conditions i.ndicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone ta temper- ature as a resu�t of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. - 'RES�DENTIAL SPACE HEATING LOAD SUMMp�Ry ------------------------ Page �2 of 13 Pro�ect Name: ROBERT AND LABECCA~DOYLE^ �r` �" � ��� Dat� `9�2$�19g��_��. Documentationr INSU-F�RM, INC. COMPLy 2r} U ----------------------------------..____________-----_ser`2655 Space Name: WHOLE HOUSE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 25 F Design Temperature Difference: 44 F Conduction _------------------------ _P,rea_ U-Value TD Btu/hr R-19 Wall (W.19.2x6.16) � 2071.0 X U.0655 X 44.0 - r�5964 ' So].id Wood Door 80.0 x 0.3872 x 44.Q - 1363 Double Clear Default(R) 2.5 x 0.7200 x 44.0 Double Clear Default R ` 79 � � 20.p X 0.72p0 X 44.0 = 634 Double Clear Default(R) - 7.5 x 0.8700 x 44.0 = Zg7 Double Clear Default(R) 66.� x U.$700 x 44.0 = Zg�� Double Clear Default(R) 33.0 x 0.$7Q0 x 44.0 = 1263 Double Clear Default(R) 49.0 x p.8700 x 44.0 - 1$76 Double Clear Default(R) 40.0 x 0.8700 x 44.0 = 1531 1]ouble Clear Default(R) 10.0 x 0.7200 x 44.Q = 317 Double C1ear Default(R) 17.5 x 0.8700 x 44.0 - 670 Dauble Clear De�ault(R) 2.5 x 0.7200 x 44.0 - �g Double Clear Default(R) 32.0 x 0.7200 x 44.0 - 1Q14 Double C1ear Default(R) 10.0 x 0.8700 x 4�.0 - 383 Double Clear Defau].t(R) 33.0 x 0.8700 x 44.0 - 1263 Double Clear Default(R) 65.0 x 0.$7p0 x 44.0 = 24gg Double Clear Default(R) 2.5 x 0.7200 x 44.0 = �g Double Clear Default(R) 17.5 x 0.8700 x 44.0 - 670 Dauble C1ear Default(R) 2.5 x 0.7200 x 44.0 = �g Double Clear Default(R) �U.O x p.8700 x 44.0 = 3$3 Double Clear Default(R) 48.0 x p.8700 x 44.0 = �g37 Double Clear Default(R) 2.5 x 0.7200 x 44.0 �g Double Clear Default(R) 10.d x 0.8700 x 44.0 = 38� R-38 Roof(R. 38.2X14.15) 3555.0 x 0.0284 X 44.0 - 4435 Slab on Grade Perim = 14p.0 x 45 - 623Q Slab on Grade Perim = 130.0 x 45 - 5785 Infiltration: 1.00 x 0.017 x 3555 sf x 8.0 ft x 1.00 AC x �44.0 - 21484 TOTAL HOURLY HEAT LOSS FOR SPACE 63182 Heating AirFlow: 637.82 Btu/hr / [1.03 x 35 F De1taT) ] = 1752 cfm �, = � � RESIDENTIAL SPACE COOLING LOAp SLT�Ry -_ _____ Pa9e 13 of 13 Project Name: ROBERT AND LABECCA DOYLE_....___________________________�_____� Date: 9/28/19g5 Documentation: INSU-FORM, INC. _____________________________________________________COMPLY 24 User 2655 Space Name: �������� �~� WH�LE HDUSE Design Indoor Dry Sulb Temperature: Design Outdoor Summer Dry Bulb Temperature: 78 F Design Temperature Difference: 101 F 23 F conduction ---- �'e� U-Va1ue DETD Btu/h r R-19 Wall (W.19`2x6`16) - 2071.p -______ ____ -_---- Solid Wood Door x 0.0655 x 14.1 = 191�. Double Clear Default(R) $�.0 x 0.3872 x 14.1 - 4�� Dauble Clear Default(R) 2•5 x 0.7200 x 23.0 = 41 Double Clear Default(R) ��.0 x 0.7200 x 23.0 - �•5 x 0.87b0 X 23.0 33_1 Double Clear Default(R) 66.0 x 0.$700 x 23.p 150 Double Clear Default(R) 33.0 x 0.870p .x 23.0 _ 1321 Double Clear Default(R) 49.o x 0.8700 X 23.p 6�0 D�ub].e Clear Default(R) 40.0 x 0.8700 x 23.0 ` 98p Double C1ear Default(R) 10.0 x 0.720p x 23.0 ` $�p Dauble Cleax- Default(R) 17.5 x b.8700 x 23.p � 166 Double C1ear Default(R) 2..5 x 0.7200 x 23.0 = 350 Double Clear Default(R) 32.0 x 0.7200 x 23.0 41 Double Clear Default(R) 10.0 x 0.8700 x 23.0 , 530 Dauble C1ear Default(R) 33.0 x 0.$7pp x 23.0 200 Double Clear Default(R) 65.� x 0.87Q0 x 23.p � 660 Double Clear Default(R) 2.5 x 0.7200 x 23 .0 ; �301 Double Clear Default(R) 17.5 x 0.8700 x 23.0 = 4� Dauble Clear Default(R) 2.5 x 0.7200 x 23.0 ; 35p Double Clear Default(R) 10.D x 0.8700 x 23.0 R 41 Double Clear De�ault(R) 48.0 x 0.8700 x 23.0 200 Double Clear Default(R) 2.5 x 0.720Q x 23.0 = 9�� Double Clear Default(R) 10.0 x U.$700 x 23.p � 4� R-38 Roof(R.38.2X14.16) 3555.0 X O.p284 X 3e�.� 20D - 3477 Infiltration: 1.00 x 0.017 x 3555 sf x $.p ft x 1.00 AC x 23.p - 11230 Solar Gain Shaded Unshaded ________________.._ _Orient`_ Area SGF Area SGF SC Double Clear Default(R) South [ 50.0 x 15 + 0 0 x�32] x p.�� � 575 Double Clear Default(R) South [ 15.0 x 15 + 0.0 x 32] x 0.77 = 172 Double C1ear Default(R) South [ 32.0 x 15 + 0.0 x 32] x 0.79 = ggp Double Clear Default(R) South [ 0.0 x 1� + 2.5 x 32] x p,7g = 63 Double Clear De�ault(R) South [ 0.0 x 15 + 10.0 x 32] x 0.79 � 253 Doubl� Clear Default(R) Sauth [ 33.0 x 15 + 0.0 x 32] x p,7g � g9� Double Clear Default(R) Southwest [ 0.0 x ].5 + 17.5 x �2] x 0.7g = g59 Dauble Clear Default(R) Southwest [ O.p x 15 + 2.5 x 62] x p.'7g � 123 Double Clear Default(R) West [ 18.0 x 15 + 30.0 x 73] x 0.77 = 1885 Double Clear Default(R) West [ 0.0 x 15 + 10.0 x 73] x 0.79 = _ 578 Dauble Clear Default(R) West [ O.b x 15 + 2.5 x 73] x 0.79 = 145 Double C1ear Default(R) Northwest [ 0.0 x 15 + 10.0 x 48] x b.79 � 38p Double Clear Default(R) Northwest [ 0.0 x 15 + 2.5 x 48] x p.79 � �5 Double Clear Default(R) North [ 0.0 x 15 + 7.5 x 15] x 0.7g = gg D�'hble Clear Default(R) North [ 0.0 x 15 + 50.0 x 15] x 0.79 � 594 x �Double Clear Default(R) North [ 0.0 x �5 + 20.0 x 15] x 0.79 = 238 Double C1ear Default(R) North [ 0.0 x 15 + 2.5 x 15] x 0.79 = 30 Double Clear Default(R) North [ 0:0 x 15 + 16.0 x 15� x 0.79 � 190 Double Clear Default(R) Northeast [ 0.0 x 15 + 33.0 x 48] x 0.79 = 1255 Dauble Clear Default(R) East [ 40.0 x 15 + 0.0 x 73] x 0.79 = 475 Double Clear Default(R) East [ 0.0 x 15 + 49.0 x 73] x 0.79 = 2833 Double Clear Default(R) Southeast [ O.Q x 15 + 17.5 x 62] x 0.79 = 859 Double Clear Default(R) Southeast [ 0.0 x 15 + 10.0 x 62] x 0.79 = �91 Internal Gain Op Frac. Area Heat Gain Conv. Lighting 1.00 x 3555.0 x 0.20p x 3.413 = 2427 Equipment 1.pp x 3555.0 x 0.100 x 3.413 - 1213 Occupants 1.0� x 3555.0 x 225 / 333 = 2402 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 46222 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 3555.0 x , 0.000 x 3.413 - p Occupants 1.Q0 x 3555.0 x 225 / 333 - 2402 Tnfiltration: 1.00 x 0.017 x 3555 sf x 8.0 ft x 1.00 AC x -5.6 = -2728 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE -57� Cooling AirF�ow: 46222 Btu/hr / [1.03 x 23 F De1taT) ] = 1951 cfm G_'�i1�.,.�LES D. GARLAND (619) 770-7025 ARCHITECT 33-163 Cathedral Canyon Drive Cathedral City, Ca 92234 S�I�uG�u�f41_ C.A1�G�LA�TIo�� �o�' : �o � � �� 1 � �R� �� � � �� �/i�/��► � � � ��� � � �� �=�a. � ��� 2�+ C � �°°� s � � > W� w°�' — � p --��`"'`—� '; l � t ; ;i' „;;i.�'T_;�_. ��� `),�;.� i E f1 '�. p }„ ; 2 �' �i✓,. l �^� tY`. ., .. ��, ��z��,� �pOQ ,25�lZ� 1�M�X� � � g �' � �-n��Z5_,._.� �M�x x �r 7 ��� � w�� I� � �2 � , ,�A � r�,=�z=V�Ax � /Y\M�?� �1 ��4 S �EQ= � _ � z�.00 V,�.,� w l� �_D�7 1,�7 �"�, � � z s � _ �.��,2 � �� - ���,,� - �I7� �lo � Q _.�.�. ., Unn�x 2� - - ��� a - 1,5(----- � I,� -�-�-.-----�----'� __ . _. . . _ r � .. ., .. . _ .. � ...: �� ` _. : .... . '�i._�.��._ ,., � ,M1�', �� .-�.........�.�„ �+w.y� ti��-4 t, F� ,��,EQ _ �� ,� � ,�� � , _ = : ---� ��c� � ��. � � -_= � - - = - 1.�.�'�--a t.���� �--- ��-������ � � . `� � �D Aq�o �,���—�._,���--�..�_.�.. .__ ......�.�..�._.�.... . ,�i n� ` � / �� � Q�D.G,��,��'�.� � __�n_.,��..__�. 1 � �� � � � fv., �;`1��. _ � , � i 4� , � r � ���,�,__ .._.���__..�.� a U ����,j�i�.=�,'�t /�' •• I ��iJ. �`,.� {�- ��\l L-�1,•��� �k.�'•�\�"'a � 'i -'� ...� � � �.C'.�,•,�',i '[• � ��--- i �' r � 1 � ' �?�''�'" ��� l N P�(L 1`�,/���'�,. --_ `� � q��.-�1� i� _ � � � � , ._ .y....� _ - - .. .. . .._. ., c::r.F7��rl� . !,j -;��' �-- -�—�' ---...�. a..,r ��;;; �' ..__._..� 1 f``���_�-.r j"� � \ - �,_.��`� ! � �_-� '�;� �,��` _� ,,:. � '� ��3��.C' � ��w ���� - � �,�+� �� ._ . J ��.►�. j� .k-_.��.,-..,�_ '�/�,�'` 5�t�u�� �`i� � ���� '�, r �--� �� '� �I. ►'Lri ,: ,,, ��� � � �,nl. _ � � Sc� - .��y , �-ICn� L. .�°r TRtI _... .; ^, j � L GG� �, EA �!E�lT 2 7� �l.bL _. .................... , ._ _-_ I _rv —� �0���'����J ``. `'�—._ �.�t'%.^�`l,,;�.ri.r 2;�`=��', __ � �y r_ � -�_.. .�... �t..���: ����,�� - i _ ' �__ .�. ��- -.-.� �Y�E1ss�`� --� � ._... _ .._..._.._�, �� ��r -,��-n .��r��� � "1"R1.1 ��`a �� S'ER4�S� ti� � ��-�"�r.i��t�� G ���E`'� �/� SY�+�i��� I ,- _ �';'r�:�l��,�'� �=l.W-"�{vaav� -__w�...�._ ._... _�,_.v_.,�. � --- _ � �- � �- - - -- ---. - ._. --- , , � . ._ , , ._ .. � . .., ., _ - ... . _ _ ,.: : � , ;, :a. ,.F ��:�;`�; .... r.- • - - ; , .,, ; .._ .,..:; , r,,.. , . ,. �;���'�� �.__ �°� �� .� �,�`� L��'.::•c I:� ;.:-;, �; � � ._. ,.. .. . I ,, �y� -� . -. . � . � . � � �,. .r. �;~ <N ..'i��� Y'i`""�„� _., Iwm�.�:.•,��':",sxa r_•—......- _.�, � H� _ - fQr��" ._,? ,?A , .v�; � yy�x. w` s/.r.n f;:'x % _ � i���'.,_ ,�, �'' _ F.. ..,. �:: � { � ��.�``` ^�y�ry ��..`'.... . � � , ����C��?�r���yr•`,W N �. .. . ._ i t f� �/rl�v 13.���,; ���� � . ...-,. r - . "�'� �G/�,',�s(` '':y� - . _ . - ����'a� �', ..�.��_ � ,� �,`' �.,i,:. ��'':. -. .w.. � * �' ,,.;'' . �Y,— ( �I Y., y r-- � �,c L— ----—,.._. ,rf k v ��� �:�.G��!' f/ _. �.. i T�- r__._ \� .�.- r 1., ' k�-r*- - ''; �:�,,�:�,:�% %'`�'.�'r•l i�:f.:r., ti p=ti/�{-3 �,,::''� .1�:� � '��gl�,(� �� �:� i+.��'`,,.y.-��1�" "'Y" ,-�... . , �� .,. ,.��___... .,.a � , �' l/2 -� I -� w, �.,,� . , :�..:::::.:�.�•.�� .; ' � � � � �;, ' � . � ��� ��7 �i 2�U, tJs r - � m ��� � � � � � �c�c �, � � � � ��� � � � � � Z��,.i m a' "� Q�� n � � � � � ��'� � A C � � �. ��'� c�n °° � ..� r�1�rn^' � v •� Q � � � � t. . � G a ' �� �,� ; � r +,��,.� � � '� , ��;�'.;.r.'���.N�,�,.��. ' r��, p;� .,fu���;i.s � � a. , � �� � � �"� c ' � n � • � � � Y rn ' v� � , ' � � � � i�� , � �r► O � t�"�� � � -c: X7 Cn c� � � -C C11 � '" 1 �.- � � � � � � r , � � �p � O � tp C� � _ rC T� �, , v � y 3 � � � � N = c�i� � �� � / .� � crt � � � N W Q � - c� _ ' � � �� � �� -,, . � ,.y � f `� i � r� �� rn�p - - ' U ..�� ..__ i i � � .. .I _ / � 1 ` � i I � I I I I I I ( � I i% ( � f � � � I � , � � � � - � ; , i ; � ' � ��' ' � i I I �, � � I ► � -��.. � � � � � ; � � � _ ► � � � --1 � � �� ► � , I � � ..,� I I � ;�o � � I � � � � � `ti ,n• -- � , i ' � � I � i � I F._ �� W � I � I f I I i I Q+ � j � � � lill � � � � �;' I � � � � � ► I �_ I i � i i , -'� ,A � ; `• , � � I • �ti �, .x. O , � � n �t I n I I I i I � cn « � �� I Y��� �' �,p I I I � _ '.,� `� I.fI 1 �'Y, ��.�,�I n �n ! I- � � __ � - ��' _°`• I ( � '� - � + ... � ,., � ,.,, �., ` I ro �J � I ,� � r� "��� ��rn� � � I � � � �;. ,, , 1 � � ,.�' .` �_ � � �, - � � ► f � � I ��� ; � I i ; I II �• --�---........_..._�-�.------T� � + � �•,I � - � � 1 � .�.. � f � I�. .�.. � 1 - _ _.�._ .._.._------__-- � ° -. �� , �., a � .. . ..� ,.✓ �h �* _, t \ ' I i ly }a __ �% _ � fl ; � - - _ .I __-_ _ �, ; Iv (� ,, _.... ., �__ ... • a�� �� ! ------- � �� � �, . - . . � ^ \ ���! I I � � �� \ / �/ V i �i� �' I F � n r � . . —..��•— — . _._�___ -_.__..__._ - -= ---- ` � ` � I i _ . ` . � i F - I - H r. h . , k i - ' _ ____. . ` � P. - - - ` ,.. .m-... . . _.. . .:. ...... .... ,., _. ... ., _,- ....... ,.,• .,.,.;�>•,, _ ,. ..... ___�. , ,...��e, Z � • OD UVIAl�-+ �rHbL zas .-.v -i � �o� c�n omx�� �r c� m � p � p �cnc�m r-.om nmr ao �mrn �o '-^ � s.�, Yo�� AAAf��lfp�1 virw �� r�N n� x � o m zz imoo m�n.+� �npm �p m �� ~ cci � a� �� n �m xrn ❑m v � � xza2x m ��o Ao� C7a �m am m on.-. �a � K Vn A np � �n �vrmv� �ammT �z az ...w n � ��n T o omr� mc7 �nh • • ai n�cn m� W � AO �zwp ��x]�v1 OY�N 170 Cv-n-1� x� m .S7�G��C USr-�RI� !.-�N R13] • ,� Trl � � C o �o xcn nmzpz nz= oa m c � z tnot v� c� c�rn zc�a �c> »Ho .� y � iJ� m p i7cn.+ �n n3 • � m - - � n o c� 77�+r-ns M�r�a m Z � rv.. � i m aa crccon a5 0..� c m� rnx� n�iy r' 2 � m nnmo�n a�no m�na oa r.� m �' m m/n�n •.dnzm xz � s o.. O C a �m zv»- � m rn �o vrnmm �n �s� �x "�x ix — � r ....�rnm �nonin r = r.� cncnrn� r�n � W p N c znmmz �zr� ro-- ac� aoo�n w � i m i�rrv.nvp ��Nan mA`n iA n � � p N � F m �no�m a= po m�o mm cn � . � � i b ..�w=� �m�ry am� �n a7.. CD o fn m m �n a1� Ava inc'i - - r.i � p v r a • =v�c� o�z m ..c�c . � m a o � cnmz z�-+ap =m" C I�� � n y Z�40 N�x.7�-Z+ ��-+� 2 UN1 ([] � Gt � 3 �,Z ti.. � J�Z '� a n r G� �O�m � � C� f+l � Z N�N L N T � O N V O J r � HH tiH UI 4 � r � a O �9 �+O � � y' N .� d � p� ,� � �c- m � � r r"' � '-'� ITI JI I I r n � a •� N m eai �N � Q a o � � � r' �7 (/7 V7 a o � ,�, 1'Tl ll �l n n � � n a � , - T � ` � ►rI - � � � c. � p S N / , � Q m �o n �' � ao p m m � c � s, o 0 i � a o d � � r = lA � � n O � W ��-- � ,��y� �x-,nnm_-��n �os.� �A co�-osoo`xc�+_-n oc`n:Tn.�au��znza>�n '� ti H ti oo..�o,�r r� nnnn aror C�=x�x mr.� m� rrrr c nan' my.c�"ron � a��"`ii��.=n�nnrN �� orn ..o a » - s - sxo..,ro a u ...� �c.mm� n� >Ay9N o.. aaaar-r . �N�O�9v�u+a�r •+m fTl� 009Ov0 zxo`Nai:m.���o�"�� � r� um '{ iv`i-v�i ��+.x�i`� mo � �nim�nc��:� �nna` �"'� n vcmr m•�i ~ rrc.�cn"n� �- m^��ogn s�:n� r o �a�arn..� � cNac+�nu�+�=��"'rya a � z • Q�111O�d�4 � a . oNm�m:zn �i�i � m m ...o c ig��� �vn���z�Nuai _ m w w n;�.'� �on�tio-.�i n. a oaao�n�' `" - m� .a?��� ��' .+n W o9e�Z��CO �C��sm 2 0004�41 AS rt m r � ����r�o�$g��aw N mmmm�.. � nm -ao'��navr�i L^ cn�naoa o miaao � mYvo�uCio�L���; CCCC� OAi^s"r O��n9mKI+ W � � � �DC���T x � NDNO��TOmtltYSN�S �• N=O}Z tlon�mCZt~nmro I L[fl y mOt��' �n CO' �1'ly� I �� x ac��9Y ��� i m - pN�m�� m v�i EA i in pm��sd i ~ti rn: ms-r ..o���c C� �A Ly 'T(lO .a r ���d�:'mN� " �7 A v r.�n�N��� .u� �i$o� ��I � � ' x' .m= � � � i., $=n`�z mnio'�m��a 0 ` � i7 m �mNmz'n^�tcrmnmin_smz � � m '"N ^ 9m� N � � SluNl n3lc���DF 2�1n �•+ � � N H ��n�m� �'��i:rin�r�1� "�i� c�i ~� '.7� p 1 KO n o� '� � =...�N� '��od�`��noi� �� � � i., � � .,.z �,�.m� � q��,�,= q �3 a,� ; �� �a � mm+m�"�Z 7rmOa��nmm �,� 'z mnno�n 2�rn �cti * u�� 9 p p ��Ymooncr= py C' i i� o�.z o.��N N�.. i � �ii m '�m`�,� i r �a�,r,.� i rn n-.� �a.nwnm � c�SovnNT,mcia�d�`gn � ia o=��a-[--v �U9^---�+1-v mz�D?�nozac+�m�a�o� a ,. ,, . . . �. .. . _, .. . . .. ... .. .... . . .... . . � �'`'�� _. . .. . . . ... . .. . _..... ........_.... ....... . .... .. .......... ...,....,..,.........�,._--. ..:�... _........ __._. __�_ ,,.,�:-. ' � _ . .. . - . � , .� � . l � •� � � =� ;.— ' _ � " � _ — — �_ _ _ �� .. �}� — _ _ i� �I � �, . . � �� . �. �.,�T�; : � �i �� �� , '.;:: Y = �'' ' = � �� �� �I 0 �� �� �i I � , z � � � �r a�� ���--���� �; : �.�� � � � = - - - ':+ . � ,� - �� _. . _ - _ �i . Iz II � �� II � �� Q ►I� . _ � - �� - - ,, .y ;;;:: . :'... I �� . ;I - ii - � �,. II � �� . - .-.---.--...------ � �� � �� , - 1. w w -� b, �n .a w N .. , vA•k ' ' � � ; n r �� �: _ �_ � .��",� � . . k w �n �p x. � ,tl s. i. _ Y ;� n - �- ,�`_ . . � f� n - n .' .�. � - � . a o � o, w � �y.� ��1.,� , p, .�+ ? ^Jp F V _ — • -- ^ , � fut. �., . � � .- uo : � � � � ��.�... •, . . C � ry � m .�.. , , � � i _ � 6 ' C � � � ' C G �'.^�•..�.�'.� .� ' 'Y � y' Ip � . � ���, . . . . O N y � � t � �. � �.�.� �� - ' � w ',ti > W 4� :/ f G ',�,��^���..' . "R'` ... � y � pl W b � 1r. Y. O � ���.�' � � . d � ti r� � V V '�._. '� . .- � C �_ ' Q � p + � q ' N x O 1 ..j O � � . � � ' n � y G � � a. m n A .���." � y a � N 7. � � � � � Q � � �F1� . 7a ,O ' 'C �. ' � � � m ci c �a+ .. c. . � " � � � ...�.. ' a o ? ? � - � . � ro : { i a s � � . I .\ � � c . - � ry ,� ;�'-] i v `,'' — > � � n -- . - � ` , e -� �} � t G, ,; - z � Q � T � y _ m f , .. ti - W ca a v: - _ • � I ' . � y:.7 � �_ I t.. 'yF., . .. n- r I ia . �4 . � w � ' . p .r'.'...,', .� � � I, Y�.��`.{��'i ' I \ � � i?fo�.r��.:� z I(n \. r.;j�•���-� m � � I I ` r._�..;x � ` .��,,..A,:..� P D � � :<=n' " `':� r i � �.r.. , � I �;" ,,;'� - �.���. a-d n n�a a :; : �Om � , n='�. Z G1 - OV Y �O�C �Nafrr CW HH � � �r dr r�ox �o� c�ci m na no ' A r T Cr a�G+.. ��J1[]m WWrn p.v y U� i =� � - ^» �OPO r.�t � r � }t p f.. �r m SO�" A �l"1 �+f7C L Y � P m Y6"� �y �mf=+1� xxl�fH ZT Ae nOm � UJ Z 1--' 1-j �-1 1-� QO r'2�. � O m a�a 2 Z S Cf A n 7 �� � H ',a � Q O � - H rm ��n on r r�f �n.. b nn n�' � -� a �'N Q. �] �"� 1 1 h] �!}A �V/ SS�r 3��m41 W1Y}Y NNNNNy � Q � � � � �i F�' � Ca m m 2 2�(p] �I 22���7 [A U ff(.7 %]�M ]�9 y � � � �] �"'3 � � � t�1� nr YZ Z A�C11G ao~3] dbA 1`Ci � - o xr nm..N �n x�n r.Y � �` N c� � �7 O H 1 U] = mmo•-. fnoc rn »Na ■rw *� o � �p � i1i Q r C1� H vm �naony ac�b.. . . H fr rr� ,� rn= tn�� �n � � � � m C1 OD O � Fd 4 ��-7 �'r�d � �o �cio cciarcnousi mm iN» n�� � � C = � H � � � y� i �n m�r" rnin�nnm ._._ ,Y.� da4 00 o . �.. ��>,�m . . �x t , , ,x �1 � c�z rv --a�nm uum� �r-r rin o � � Q x � K�-1 7C � � m ='c�r I�yarn}x ono�n c � m C pLm � rN�� �n p ' � � � � T .+c']N� �AWSN 77.+ 1� � CI� 4 � � a � � ~� � A Nm� rn r F'' � n m U�C�� ���Q NN � � � 3 O 1/�OSi ."tp�-+ ryNm � n m $ xpQy u Z oON � � ; Cmx N O� W V� ? 2/h V � �;' — � n - , � a o � � N rO r- - � Q �l»� �titititititiO -H-i-�tiHtiytl � • "1 $�n� �h O���'W N�v V O�lT P W f V.+v ��� : i $ � m �f� i� � � � � � � � � � � r �� p = a000aoov U�wrnuucfl'n rn m � ��O xa�f auu�i.Wi�u°uv� �:«:.:rn �N r y �O� 001N•/fUOIA .1r.f.f.V`• � �� mmmm�� ���tl7O7Q � 1 �� A ���� [71AWN..�* UiWN.�M ,. O� N � m � � � ■ ■r' � � � � �1� O 4 O O O� y s tJl C�v1O�U � '�, N , ++� 4 � � ��.a1�T� UTAAcN67 `� � � � WN9�N�Ov mr.....(�p e � � m � ' - '�y' Q a ���� ,cY� ��cc� �XXrr p w �0 ��{ IOvlA47�+ IO VLTWr O 1A��1 � , A � �7 m ..'� • r � � � � � ■ � N tT ~' � F" N � � ��� 04000 1 1 � �' , O � 1..1� ���/� � o»o...on NT 011V� ' N I p A � y ��� (.loW.�v N�O IONQ - � O � � S m WWo�OWu c1OSf10F� Q � a w o `n 'y .. LgO� �� cccr rcr� � � r� � mtl�FN mtl�i*N m n� cP � � A � � � � � ■ w7 � N N � m � � � n r ~ � � � ��� !�� NOON O O � r �p�p Z � I � Tp N�D�ON mO101m , O y R.1 F ��1� ��� � D - a � � w � N p �,K-nnm.-�� o W o��o_oox�7.���� � l7� � �3a�n'[n��n-mCn�n�c� v -.� �tm����-�-i = �'z=����s-z3r'" r r�nn cnoo�oa�� ;' r c� orrrrrrr N� 9ulr -_vm � ��.•`rvmnc�oin�am " a ru.�i.�i�n a w 'S�2�;nA� W � N y-n. r-n nnrN ' C OA- . C O � C -.O z-��2iN•+�Ov N 6 � W W A� » -�mnu�¢�tiY� r'�'��inN � � Q� �NVmNNWWw9 � N A HIJ�OOmmNN4 �r�.Nnnr,..N'N sr �.,m N rn"pea.'� caooa000do o �ac�m ��n�ona� �1NNN�1� n .-.y .c �d,nam �a 4� W s' rn�n - ma r n on�m'a``"c��`r�mno` oNi ya.��an 7 v � T s �' O NVmNNWW�ir �+ nrn.�.o�yo$m. ����i O rr UIOOmmNN�^�1 � xCr24�N9n���y e � 2 �+ O O �- � u m m n d Q O O O O O O b md�� .r�imr��mi=�p �1�1 O 'p } 4 t1 m . r 7 nn��_ in 9A� 2�NN 1 I COnu O O C m � y N OOA ii^���}r�nr;�1 O W m 6 .� .. G oTto�xN vCT i O 9 Om��O�p�/1 Y ,+�i��Y� , mG� OTeS� C C �. . . . . . . r.n � $r�Qi �io� �dg�9s�� � � 7N��N�NQnq "a �'d c'"`ms rtl��� r�m n rzir����$ry9i��r. N COImmO�mvlm?.. 1 s �fm+z �vmo'G��n�q��z o Caooacvo � T =rO�orCo.�.-;r-}i� 2 . 0➢mew� O��nanm�rny CCCCCCC' MOKDNTm � �rN Y� �AN � NyNi���b9� � ti� � �ii� oo.�a�Y�mr i�6� N c md��0' r9N�n a i m � Nn-�.�ti m �iG'�rrq�Co m01W�+ I =Cl C] � z i ti.+ O OY��T �N~mrs ONC � I �r 3 m �2yN'ao�T� r �� ��u�iO���N N b T `�➢�N�� �'. m�s$o� pp� i s� i xi m nr�� a vm�s rvao �7G �� ox��r�5 �m�'eS�a�a� � � �� �i�v c `"'�c-iam.cmmw Nm y A u�i u�i �.^••�m �nr^..�'s om� s n'" �nc� ..g.o�,v� � � umi '�nr�� o$�o� r�nrrTi� /� � i i �a � �K���' c�:�i6'ivosro� Q J • r i.-.M m _ monn m��o�onnx 11 r '�� V a. �o i Vcz-� g m� �c�:c`+�� �� � � � i i � �^a��9r:a ���m� � � n m <" $ �,I�m �� _ � � � � o �oT%Y.c. . i a� � �=o�ncc�'�N�o$ � ���� 4 ' i cxi~ n, m „ mmo i r _ � rn �xov�Ne'"i'�"siid'��go � rao i 9_�_o _ * d�ayM�' Q�__,� mr�ar�nic n"������ % � • ov �masr-. �r �o �c� ca mYo o ' � uAi 9 s� �000 rmmi v..vr � v f r.+ ioa-- � vnn L o m Czz zrnoo �+co �7� � a � 'ii� 222Yi c=fa n'�fym W • �� m f].r A 4oP� pT � �� 3�pn1N WW'Z NNN�1 ' � �[1 p�2'y� 04�� �arn �.s � Q UTl m n� i u_iac=fn »Hmw e��� rn ��CoN I+~irn -NrNNy _ � ~ � m mu71n 3 200`+ fi '�` �` C � v�tm,mn •`"az i i�i�i � [n r .-...�v�rn c7�cwrn� �rr�n � Q Y rnam�= panw o � m rN21 O 7 Q 4 � r A T�t4i1SN 77�-�i � � � � � � � �Y�rn� m r � v..v N � .... � � T �Y�2 OPV�! 1'1 � 7 � N rn 1 a W w N V . � � 1 O V � - '� ~� ��S-� ��� yOlUIi+WNyO VO�UP:Nu�] � _ � p �y � ��� �� � � � � � � � � � � � � � � � m oovv000� � � � i �� m s- � � �eyi a iv»»�u....roa Nrr.�.�..nl N�P��+m10N Z �� Io.��D.�1or Vrnmmol0�y s, NIOmO�mICN 1pWOQq1010 �N F �5 � ��m � m���O14 mmmmmQ 9!� y U�P�WN+r� CUrWNrr� m v, N ���� C�m � � . . . .a ■ � � � �o o W � � aooaby j N N N N N C ��, � w ��p9 � � N�cNti7 (Tmmm{.N� f/f � j�� � N AO�N6 IGOOQ�pC - � � _=r X C X X C C� N , , � � � �pm�� � Ia��W� �O+iflW`+ y - rv w d o W T7m � � � � � � � � � � � � � w 3-� o0000 N' � p � r ���� r� O.�O...O� Wi� DWm 0 �C '� W �=Nt �ym �G[T4cA�GQ O ord � � �III IA tT+^O!^L71u1 OI(JOWO�� � °' � W �0�� ��� ��K� r�r� p o w o � -- w� s mrnlN �C1aN . "p m rV cl� ��L p O Y r � N �� � �A m � � � � � � � ■ ' � r o, � � � � � , o000 r O `�' o � w � a-+ .-o o.- e� r � w ' .�.wir.r- �a�M z � � � �4 8��i Z W N 0 �O F �O 4 O W oY►— � • �OS�Ymooi�9���nr � - nonu�n�nn�c- i r �n = �,n�� m � n. r c� �+oi - ' c�or �r�� o mm - c�ca`o��."' rn n a. `c�=.:.nn�`-cx i� w r roncn p �n v �m p � }N T�n ~� �-.Y�Ne�i'C,Lpn�09 � i' ��y�n�nnC >9FON � O�.�� O p �'�Naa�au�N sr •�.•Nm N N p tl7 f11�L � K ��d���Yim. ���ano r rno�na � o�n.",v����:m`"� � �$zm�nc+mp�� pa n a�� �� H 7 "' n�D� pSm> a9m� �'r ogn nrxn0 2 ]wp xuCirc{iu`+nN4��r.-•�ur Ox A� y m0 • 9S� �r11 O � 7 OOa � ➢ ��m nrn g�d�H i i u �m�� r (+�.�i 3 m .'•-r � �;;��_"�.�`m�N .a�iri� o w � i nn o'i $nz ��o� ����a�� � i n�7 � �����ii.`.�_�$��.�a��n r o�� n y 1 r2snyir.TS--��pmr� N Cr ' �~ ���`��r$��bx a �� N v� �Y :zoa.wo�--��z _ nv=nu�i i�..��nN m� � ..'^_�nwnxsnaKx�nw m v�io z n$ �a � �r� i L�n �c' iozTd��noN��u'.mrp i p� Cy � � 1 2 9C`+��rr� m�W`� i xH oi��sON�m�y aNv�1 1 ♦f � r mmyn'Y-,o`z�nno�n � �� n.���:r�� �$�� � r� x$-s� �� Nm * �r�o ti� w i xi ylm�tnnnFm= r . J x O�^�zi�a Om0 d• • P 1 7 m mm=QifS �nc�mdNP��Z � Vr ,-... 99MwC29mN Nm � dmmxx�9Mr�+ 9m—p S Yl nN m�bC�R p 2yV� ��m� �o-�iNv�`n9�T � � y � � 1 1 O Na�.. ' r- �n N N i s �y Ta�������ro�, a -� o�- o ;:� _�Nw m�_s��'^.x � n, o o �w�, mma�anma..ac���r� � � � � n ���n�iiptri�NI�n iCm � �1 �� � n � � � r�� _� .^�iiac`in�':� �"' o$ � i cf �M�_ � s ,w ai �`�' c`�/��nnY ��mQ i frif ���A oawp i n�'imn'n; $a��inm q �4 cxovnc^�m n��nT:�� v ? 9 ��b�n�myi.. ym^�DsNL�r+�inr��r9� � �� 0 � _ OV �N��.. =m-� • A Lry�J U� y f~ MSQ�� rt8� Vwpr = Y � v �^ z� amaoo =rn �oom � am rnx�z�x c�.'a �wn� na =v m�n ww � � �UI 1 O DZ NNNN A � AC �mZ.�..�j oo-�a�f �1.x� � � ma ���2N �A+1 DDOn N O � n C Z 9�i..N �j.yr0 ws*� = � � ,y m G'1 ,'C�rns • rn� yNNY � � �.�Sy �i � � � n � � z ^"n/n�m rn p��p � roNarnm :����x. � � � x M � � c �mmz 000u~i orrv� r'�i i a � � � N � �ionm v� �i °' � � r fn '° �nwzin »N � �i � � � q a - x�AaS rn �_ n' ~ r..vr�if � O � Y 4 O _ = OzpM oor � � � � YS ooN � 0 u ... N QI O w W v N � ' V � H � (�� : � �� n�4 HHHHHti-iy yHtitiHH�1-1 "'� � � w ' ' �T�� ��� VrnCnPWN...n VOiuL+WN.�O W ; � o y� Z � . . . . . . . . . . . . � � � m N A =� o000000n N•�-�Nr�Na s• �� � _��� N•+rO1WbN IVOI�OOOP1�01V0 � 1p F.. � �� N�Om �N � � � � � mmwm�g mmmmmg � u�Wni-� aawru.•r• m w N � � L�� � � � � � �o � ■ � � �o 4 ��� � 000003 r '�, r w � ;� �� rnrnN�frn�rnn ro�'mv�^in NOIrpIN4 �OOq�4 - � T-q� � + �L�L L r r C;L � ' I � � � W Sm��p ��� In.�U�W� IGVUW... � - � W O � � �y m W �p� . � � � � � � � � � Y m ' i N J ��� Ji oaooa �, , 4 i �� + i X i i � � r n � � � �� W z.�� ��m waos`n-�a rnwawrnm O o w o �' �+ ��$� cccc t��� � m rv �n � ��� mrnrn� mrnc�n� ` O � f b N � � �� ma � � � � � � � � . a � � � r� � o000 -. W o o W ��4-�i ��j ...ao._ a t � � `'i � 3 :ww.�'- �as� Z y •�- � J�o�i� gi�� z W F o w m �o � • `ca`i�v�zoozv�:��n" � • - mGmYu��~ Q� �C�tCn�A�n�ny2tiC� i fr!y �ma:.�a,nr`�� Q7 c� r�wc7 N� a�r �ono� o ..n- r c�ar .} 'z�mc�ccaov`+�o i rn rnm 'romQ<.�t-z: m s� W m rm v�i� �?� 2z�nr..-.n`ynrtn - O Gm�1ru1 Zoru�+i�C�Z20�+N$ F Y O�n 1 O�� ri°.cnn.m...�� 4R' N o»a4o � o.moi}�'""'q'r�.ranim F' �i�n�i 'K z�u�a�is.,c�i � oy o rrai..no m o..p � � m�d"s� r wa'io. � � orC �n}`"Cm"m�'r`a Ui -- n�n...o�o�� Qm�i � " mC ocy arxn3 � a �+ � 9mocYi1n�No �9I.h. O 1 u z �.a0 ' a . or.in���n g r�in O �4 • i Op� u �$m'�ryo.ea.^.�.�1 ��n q W � a Wn �tv .$ zy ^2r�?s� � 2$�Z +1C9��OC� �� � Z [7r7 a 7 O � ��rrnioiggu. D � '�i � � .zY...��.. _rn�am:: a aota a n`�i-no�o�a�o���z a � � W �C O'� rQo`:avo.wo=��ti�z -• m9xTJtCn�n�s^���' �� -.�im Y� � -NS'�i �[S�0<I�N�� m N2�► wnai<OS��� � mOi49' TONF ~4 I Gfll � vC•.•rt� I O V y i rn in� } T ��riliu�i mTWw 1 y.n. pm_.r3f�SN�m� aN 1 •7 � �a�yno:'���no�$v� � i a NS�Nn4�rmx �1�� �� rN %} �C�, � lTOW(ll l " ' ^, O�^- Oo0 4 n��n -`- ci�o'�m� * /8�► �orw i=rn U~ mzN=�=A��Cm9N Nm� T/► wF �?� vn „� T^�.o3,nn sm� = T� y a�--c�zc+ N � v. � � .y � �p'"� o�"o�g=n��m � �7 � .M � i� o� - �^ Q . �{I Nw--N i KZ -_ $mc�i��i�d`��noc� �I -q � �11 �.-. �a-o.nn}z ou o� `"a"n+�n �r �j � (+1 � fA oo�c i yc�i rr�� .^�::��.�.��� � �/ � � �1 ' n ': nwc�$�Nz�in*e�� � � Q � � nm... K[�O..r"Y�r.�. ��n ZiPo➢Cv.-=. ' da f � `� �� » 1 X�]H � q �n'�u�n�xx OmmO 1 r o C ny��amC�o.r�nn � ���� OPP41 m �N��L�Ny'�icY���Sb $ m am-o * ���� m�yz�o�n���o��� O Gx'1 O� �Na>r-� �mti � � r Tf' Np 1 nn L y o m i� G�p� r�i vnp ' � o fif� S�xz2 c�ia n�7T �a � yi S�oTV� W41 A m6CI1 O � a0 �Tv2.r-�A Oo�Gx7 x 1Ni fNa y � � � IT .�\G1tiC • 37 DAO� C � (m m � � �O =N T N n p N O C N j a�p *�*� � � � � m GI �GC'IrnS N..Cbr N��(~"1 'i � ~ c m �imoysi rnp� iNNy 1� � C = mN1A�m m .4000 � Q v�srnm u LP r ��nm tncnr�n� ��ruxi e � � ma7m�x aco�n v � Q n� m 1�NAtl O 6 � � � y� � I1 T I]W 2 U1 7 7 r� j� � N � n W c � A=ymi rn r �'" �- a.-.v m � o ' _ � ai N � � ? oZA� .�.�r � � r+� � z m rn umi v � _. i n� rn v 0 � N � _ N y-iHti Htiti-1 � � N cY:.+v WN�+o � y � � � � ^' aaoy � 4aC� p��pR O��V m{JI mN V OL7141 ' m m� �p O N.�.�• N�.r� ¢ � +O � �O a 4 9'J g n '�� �v a' �ap ��a ' - � cr cr � ' ,- m °' W.� W r ' � � � � m� � o0 r c � ic (�'� , pmc �u�'c � DWu o�pM ' � � . . - � �� tC Q, 0' O N O N � � O Q � � � � n � O v C � m . . Z � NN pNjW r N r r � � � �dSx`-'a=o3�m°cns�n�� x � :�Y� ��.. az;o ���in�ur i �+ r7 n Un NOF��=nm�C~~Q��ir� K7 Of me `nmze.�a-.Z�u�i= �m u r v. x�nrN-.n 'nr,ru� rn ruo.•n �n ro Y���nu�ci�i� Dv � � � ►n6rv� ��N rp}pN 01 �* �.�.�n��mN� s� �" ... p� n mo� 0...... 5 p••p � or2mo�Y��. x 4n m N � T• 00�* C d '� ONA�Nvvn��}=T Q� u � rl7��dd e�["f4 � O�Nm� 2r � Y� y'"� mooa,. }m.ac+..��� �mnn N n n o�� n�no�y�v$yr;�`�m'� � m r n � �� m'��a5v�5nNo'3+�r��in o C1 111 � ...o0 7...0 � � " .-.ou"nr�va'=g `�in c � s a.O1.0 �ao� V rn�b��on<o���� e�m N � m o Q �__� o amn � "r m� ��� � c e na $mg ���m ��� � � � �� �m- �,a__ �� ¢ 0 4^� � � ��� a , � �i:r�:�� n^enw.. � t' � y � a ni� •am� a��z N �Q a aou� r- . n.�ov°oQ��w`�i � m or�inn�` : � u �" � mosN�=r�` �R "�� � ��f .. � � N2b' inn2A�twONy� Q Y L•� x D� Yo`Z�On�N�2Nm� � � z � ac..�.S � ,(� i �d v �r�iY�vi�m�t 'mr��� ;-- � W.. i m � _.n. qN .W 1 mmi �dY�nxm�� � � I Mf a��� z.zcv cw�� 'n q �no.�m�n r p � Na�.-.rrrNnTiL�.. � TSr" � Nm�NY�� Z T � �m U� er ox ag �m�r�o�..�o� �IL•/��p 4N 1_� � z wy a�i7rn � mmc'.an,"n��am��=m C� � � o �m�� T � � O � ���_c�5n*�N�g:m��u+ ' w nr�� �..ar�i� � �s��amc�5=�o`��noci Q � � W.. i �z _'^ onnmm���o_y^yz ' �I ` y o� i" m5 ..a<�m��r� n� i ^' �o�i �c��i ,7� �ic��o � �V ��M�no� z�im i�. � � � f_A n o��=oan�:���� o� � � '� ��� i sa � ��= srT � , Z� , � s �mcTTC$a 9ac+M � � on i r �za�d� ^� � �� � - i m n-�_^::o$T`So ,(� 0 oi �n �o,,,...�,T,�-_ "y N�+ m�nz�a^a"N�i�F$� * ��� Y ! • O� �YI.�►�+ XW-� ' ^ �r �a nn m moo � � cin�m mmm v.+v try�J u t z-+ oaa r.+a r L y O fn C�'.Z'' .ZnCiy �"�m ..�.7yY � n Q � 2xnN c�ii �'�f'�ir�i am r�f � mnn� T � �a xro�mfn W�r}x NNN1D Cr�n r�..r� crcnnc� xxxa � � r'i�v ��4i�� ao�� c�-rn D� v C C Z t_AOCC N »�O •**�1 _ � � n m I�1 �1}IRaN mm iNN-�+ � � a m min�n � �c xoo.+ e � x v�smm � - ai i i�Tz u � � � ar�+rnmi �Q' qN vrr�n Q r2 7�'I i n o ' �.y m �rn�n� � a � Y, � p A �tA'')W=N i-yi 11 p Q1 � p N �2�1J�'f rn r �1 � o � } 2 U� n ~ i.N+9 1+1 �' � � � ~ •-•T] Oqr n s x�.• wr_+im � m � z ao�n O N al R O W � N v . 1 � p M Ln o �� ����� ����� � .�. aWn�.-v swni.-o � w o � N � � � � � � � � � m u oaoo4 N�+�+N4 ITNfTIn OVVO W O O W W T OI W r P 4 a O N W W N � • mOlmo �W�O �(V '�' WNr+K WN�+r• m p � � �� � � �rt � 0003 3 ➢ ��� � Y r .�ca�•in �cWinn � � Clpd� NNN� - N mtA C ol W O�4 W r ' �� �� � , ,- W� W� r� N m � � � ■ m � I 01 a � o0 , q � lalan tTW� n p N � mwa N�� Q p pp S� �X � m o �N 1 N � � �7 � 11� � � 11 ■ v � � � o0 � O N W lT 1 (� � � W m OIN z � N 1 T � N LY�^�JSOOZv�rp.�•n� a4�`nnxa - MCmS��n OI �+C�rm�r➢�AY�n C� m W *~ ^ ��_ s�z�� � o r�urn oo�.��;�o���:°'ro� � c-�i o� nan?��mncN`o�n�a � � � mm � d� o da. r m'n `x�,.r,�zoNn�ov N om�.-�n x=orNi+Cciz�A�o$ j' a rn,+ P��O� 0 `wCDem".pn.-.,� t� �NN C' ,�, ppC .n�o���n�no � � �j11Jn-�d Q""n n ��n�"$� r�nnc7a � O�$p� ���n� r� 9�= "' ncc rcr3 � �192m�Nn.r.. � ann0� L' .- �n � m� �� O 7 �-o�o�~ �� +�rcr oc d�a��y�to -s �...o � v �Su'�n� - �� � nm� vum+n� �_� �ir�i o � i a a� � -n _. :�i . �ur� i � tn •'r � m�r r n ��i o �++ m n o v ��n"=onev�-u. p a o cou w �-- , c�i a�?S� ena � ":- nn-.m rd�y��n c.n i n�� n �$a_v=.�,3�cQn���'�q 7 d r o � � :s:���m nm:$m.: r�v n..v y A p� � �m �����o+Ssys O �,1 � an:� _ ODnc+tr���� npANS i �NeSvCix NIK��f" �ti .-.�1rmn =r _ y`^� x�no.xoN.r.�i m "g=. .o$r_m�zHM� iLu, ioa � c� ivtvo• ac`"�>�-� uiw�-i zn �n��� . .n ca' i OY..� iN�m�} mm��y 1 !1 r m�dima�r:g���^r.r, p v r�n � �i�� pE�� � xr Y u�i n V�' a O s' '� � ' �=r�� �m��o�"�x�� � u�ioc�ii i 7� OmNI2Tm�C2mW��NP� 1 H �1 N m orf rm� ^ � � n c�ni+ ��n � � 'a�m� ..o.'"�n�*mn�. � Q � i i Ko �n'n� � �-ti U � m ...w... �••� �..� 3m�=��`�n� � () � �i � � rnrnrn i=x _'"'"o t � o nrRs y � � o�ao i `n �s .._ C mmGy �nm Oc�}yr i.r r p CT+ ^� � ^� � ���n..��Iri1T2�m i.Cm-.� � � . n�T ` N � o � 1 » �2idU9Cyw -� Oa � _~ � �_ c �n � }� 1 G] ni $ mC�'-9nC1x � �� �7 4O9 i fr�l f't Y - `- 6do I ,.Fin�nn �����so * tl"���� �,'fl4�'n�v`�n:�x�o X :o o-��o�ii m�a wa�nnN�io�a� � Y � . Ov �V��i�..� 2W �m-� � � r 2H �C400 i� �ms ar�+v _ u � � � �} Q a.. ioa" s.. � � 4 m zc=i xV�YH iai irmi� moom m ' am r�i=onw ~"� "a ��m �� --� ns =vom�n c mW�z Nn1NV/ � Aq �m"x� � ao�G7 x x x v ti � m 17���� • � AKRn � O c - o �� i�n a m (n m �' = v� � �n n »�o w.r� N � i� $ � aai�nx o r.�.�-� cn�.n � �--� a m n>motrA ; rnm �NNy ` � C z ""�"��ao o m 'zoo.+ n ._... a��o � ��rmr� y . . �x �� _ 7 O � � mrN77Q 2 000N prrVl � N A1 �1 f O f7 f�l (A gl � � (D R N �7 DW SN � J a.. � N � pd y y p=(9AI��t� Q I�+1 r � � n y T�Oq T N' O o T� � �dr � w m a zp.. rr- �mm � ^ �+ � 2 .�rv�n � v N OI N H � p O � V O � � �yyyHH HrtiyHH p O Q W O p (1�C�41N...� ITL+�N...V � s � � � � � � � � p� m o vopoo7 �� �� onlniw.�n nlni���a PWNrr �jN(�]IaOml V�pmp�J • mW��Wm mmmWOlm �a`WN.�R l]IFWN.�R U1 N � � � � 1�* 1 � � � �rt �` C1� OOOOo� 9 n ��� N Fa OWVplplf] WWCOf] N � Nd0(�i1(pd OWWWWa � - ,4 P rLL;� CXL�; � ' - � p� IO V CT W�+ IO V lfl W� � W � � � • • � � � � • ' O � , 0 4 4 O O �, 0.+.+OA m� aN m� N � r' womo...v �P.-O�u��v ^ O W � , U�wVV'Cu c�NdIV• � o �n i ' crcr cccr � � N m01a`N WO�PN O � tr C � � � � � 1 11 � � m �` oOOO 1 O �7 N N ln Wa N 01.�v V Z r j. pmu� OINv.�. r � � � i � � ai �8=_ :QQ�m2p�N�� i w ... . .Tn��a�nniam�c'- � W r - "v��.���"' n� m r��7 cnn nr r o � r N� _ �o�a� N �` C'� of 'x�t?Y�OnCLov�rr N y+ � mA ���<.,N���u�+zanr�n O ruo.r•n v� _��-u$+n�'xyarNi � Qp �N t` �r �n `n �o� � OA� o1w •.�vo�m....� xrn i V +� � 6"'6 � � u+bYxm�n�nOs on�m ... (j� � G m�00r* C a i�Nas.n.�'��a qr N r. y� �uluipn d ��i, � ivKi�v� ���a�� N .. � oA`mom�m,. <nno �ccnn a� .. nra-��o$��:n$m� •• N� �.ni F, m -� n � �� - `�'cr2 o con.�..Y �o � ni � rr .- � 9moy�NT�,,,, � � � P �+O O �r0 y a r �Gn�i�m➢:=o �IrT{ � Qi m N4C ta�� C i�ma� ����.�1�z�uruar �u �A Ofi u O Cr u T,�v�9an�a��n 3�o .-. N�� �n T Q n 4ma � mas a�i r�r~ m �N Q p s i na d $nz:.�co 6'���°r� o � Z [7�7 � dT c�y-�?.,.���r �Aim O r a'o e� -. a p �11.� _ ' � �=i�tii�-.-at$mwt ..- N nr9 m nmi=naQm�': nv��i N o oynl '+a .+�ioa�u�iaT��� �� � � 4r�naNs s m p•� moc�C...TY< �� r�lv ` Noa���'`�`zmv<:x�':� W w O� a �s zvo:COS�i'ns 4 W I LN , C =vy09' �ONt TO Q � r � Om ��i� . .a+ -a'�Yc�o' N o(n�- � ?��-. mm= .+�+�� ��u�i � �r - '"n=�Ho:'�g�o� r r�r �n�-.��Y�.�� �nm�NnC�rmx � z$�� OOu I u7 g -vm�r a,••o . . . �^ vs = c�iio�a � aorn m `�mc'-nam:c�mu� '�7imz * �i�/�/S* odc� i 7� � dmnm=�nor�r �-�nti; W vm w � �: `� �nnTN�oo:oNi�'.n��i� � a`o�no � n, in � i �o -__ ���z=o<No�r� ry�► A n�w-- i_z �on.�m:r�::�'�. (� � � o�n�i i �cZi N �Ocvc� ' � ��a-�a��o�m`"�gm 7 T� �f1 s � a��o� = c rn � KO04-• A u+ ^.]_�� J � � 1 1 31 yxP9DC�� � OL � Iz o , �/� c�+� G� a 01O 1 r i�,.,a�.r�� '�n � �Y �ioc��am $��^`ga � ��� oop�i m O�in�9S O � � m��ON-+�+m--�m � D.� 91a4`�N�To�o9� � * ���� � p��S � � � Fd Y ; ati _ �r m �" 'd oa �NAa.. �m �a xm� �o �� am � m o0 (� ,� r � � � i Glnnm Cf ..O mlbf� vnV a x� o o m� vc r.-r r � " v ` 'h a.+ io� �e•• � vnnc � o m m ax zmpvo mz xin m »� � n a � �� �� 2Y�YT2 x� �'o �a �»� y � � m � ns ia��in �iZ ww A mnn� � � � � O /�1 �1 O L H � H f]G'1 �r f y � C � , . �,�� �o �o"iuci a �s�. ���� nrr`n� � O (17 m n �S t1� � 2 v1oC fn n rl�m >>Np •aril N � � ^ o "� a �� m �ci�nx o - m iv.[, m��n � �n m '* U'��� m �i�ousi s a mm fNN� ~ i' m m�y� a p 3 20G�+ � � C p x �m v m m o�+�o `� vwrmm r ��az �� �z Y Q (n r n�nrn � uinm-. �rrfn ��mpz m o 000�n o � O rruA y p 7 Q a � L� � N � A ��WSN � y �jN �1 o � W y =�m� N y m �` �i � � � n v �..ail � in i � � m I--I W Y �Z A r-. r p�j�m � n N 1 t�1 ... Z V N V1 1 �O � " 4 N O � v � � y-itiHH yyyyH � �' N bWN�O a.WN�+� p � � � � � � � � � _ ' � O Q O O 7 M 1 1 S T m � � . 6 �Na �)� ��FN 01�ON0 mmmqlm W�p�mm �'�� PWry N YWN.�� � � �i o � � � �n n ��, � [T m� QOd63 NN�•J 1 I� � NO�TCIfI 00� Pl L� (T � �Cm.�.�� 71VryN7 � � W(plp0 OIOVV� � ' - N r m��� �L�X L=LL V{]IW.+ vUW.� y ' - � � y ■ 11 � � � � N � , � �N., �� COOO� � r Q.�.�OA Nt`N m �� O�Worv 1�pIQ�trQ n Ln�I m�O u .1.1 a � rr� ��� O - � arrv rnvn� Q � � � � � � � r - � W r ooa :. � LJI pFN .�OV Q O � � 1 � �O�I.VI mOm 4 O N t IV C' �cx.�- m r �ai"oso�iv�.....n� z7 r u� = mCmYu+� q U� -�.CFr�Yn i LNNiD•Yd�y� r ao���n�"m•�n'',ar r r�n c*i�n n r u�iT`-s�Y =on`�� tn a� ar rcno�`',�a mn nnn�=m'�^.z�N` a �' Q o r v� $mFq` axN�N__nnn�aa 2 i ��on n fn . � r � an• <o -n..fn r -N��cs-o-�Ng� � rn � v� A�u ��.+in� �� W '�' rv mq� Gvz , 4"Q o -� ➢e�a���2�oanim W � �U�am .�.na ��vminm'e�•� � au��a� ��r�`n: N� p � nooad o� � �nim�ac+•-�� a $o N m -y n 7 � •- m^��og q�a�,^.4m� ^i r c m � rr . � � nmo�'�o��nrox� �� u' T ..o0 7..0 S �un u c7 � �ama� n��°�=g��m T i or�.0 av� u ��v'�Q.Bi`p`^'ra c F � a an a mv j Q i i[l4 � vn-.n����r�i7S� r F V � y��p7 � �$vN��`'c1��n��^�q'�n ta �N 1 � rn r o � r a � ..� , ��i:n��m��mea� r iU � i n ou�i m z=no�o�o�o�r �� p � - '� o�- ... np�n m=�o.,�o�onN:my � m0<at�i��m=� �r N W -.C+mn 2� A 9 �m � N-a�� x�noeza�ym ,r oz��i inu�n..m�ic'nm� �"") � �y , : o.a�� a4cry a . Y1 R1 i�rn .a�on O x �- i in ��"`�i�iN�m�ya-,9�c � �R1 � �� x i n�d��a:'T�a c�..� N o �f C� a r3i xa��rr.in.�i��d.r, � � � �7[r Ni�Nr+�.ms � �q�o Q. � O "'1 .- � -a A i_� r�n gn�'�v�a��$ 1. w Q��p A i 7 m � v�z'c-na,^�>��m�n Na O � 7 � � � ^�.,n nm- i � C� m --� a���e�in�o,^Y�� x_`i � O � �nm`� o��o ^n��� -- - - `^ � � "'--�-"i Il � i s O � w .- � x Q ��no ..._ ezon�w i i � �..-. _ n�i+��a �n ocr ,,,� � • • �p C z p��-2 "onn.n��o�n � � � �n C 9ivny~x 1— rnn +�ZYi�Tp G.wSmT V Q1 � S -� m�.Cip�y�Nt�in C � �Ob•;r'irL � �In p ~y FY � �� yno9DC�W - OD �1 � � � o O►� T?x �� � os��a..+�x -yae� iO i im n U i cion`n�v�.n� � �� �O O-�n�oY � ��� mY��2�na��nN�oro� �y 0 z c+ ov v�nas.. zm in� ;m� � � A v � �r No� nn om n m u r s c�n�m cr .-.o mmrn env � o r �� obo r�A cc r.-� r - •-•xo��� i.. ao vnn� ' � � �^ zY xmoa m= zin m ��; � a �s" �xii �u� "o c�ia ����i m am � o�.+ - oz ao roqnao p � "v'+ ;�ram`� c � w�"'az NNNN � Q C �� n��5�� � c� ao-niA aF��n • o �o z cn � fn � m f_11 0�7 n z v+o c �n n v�m ���o ■r*� tn � �] i� � c� �cCi�n x o m � r+� rn+�n �+ A crcmn i �C mA �NNy � �+ � T Cl 1 I+1 p U� S f I�I f T m{/�N O O 1 200t+ 7 C V�amm i rn m U�1�10 � � � � ��mSZ � O oo4VI v�rN 0 p � N � r � � � N 4 D pAWYNm � 1m71 »ry-� /� 1 � V� � O V W A - S 9.L Gl N y m � � �� n -1 Y�oo g Q1 � n � N H � m v Z p 3 r W m N O � N O rO V 1 ..N•i N JtiHHO ti^1tiyO W } t' R'W N�+a A�W N�+a � ��p N � � � � � � � p� J O q O O� 1 1 a � X��� Nn1N�a O1v1f.Nlln 4rI s VOfV]IO� O�p� ���� ��mmm m��A�� �i i i.��r �W N.+w Q � � � �O O O C C 3 3 C '�, � N ���� acncnn rnrn"�Wn y r in F a:��a rnuNio�io�in n ' - N W1��� ��CL Y��� V� �� VL.�W�- �LwWw m' - n � � � � �.r � ■ ' , N ���� 0600 � � � O.�r.CA NaN � y, � AC16�+0 �[]�VFQ (' W . Pi�ICICN WOVd/ O � y .. i CrC �CC V �AN �a'N � Q s. . � � � • • � n � ' � Q W � ooa � � � � Wm CI�CVI � � ��ON NOIN m � n N � N t _Gxn� � o- r �ai�amooxmc'-` �^ 'c`�.T��n�nv�»�c- q N l/f m r�� Lnn - ���`" a rF� nc� z �1 7 mn or ��%`-x Y �c+�aoc-'+ r. � >no='=.^mx N_ v� O 7 a r v� 'v^�`z`zv9i�.:n �ro:n � � r �p G r�a o�n m ...c � � --•�R7 i�am� �..In OI n z -Nn�.,c,s=o-N� � � C (A O� n ao� n r"•sno�,.�-,� �'r W � � n m o7 o a�n�n�:r���m n� W ...� � r��oo� c� n TniKn.-.r'� �n�r G1 '� �bu+ �nx<>s a; �� m�cam -'�nn �cm � �� � �p=m�yn��yr��cav` �v m j n � a � �- n'noa..v$n�sn�m� r rn . �� � v�xc�innN9n��_>in�e e� 4 4 O �� O ,e'r � .� .+Oa �..o y mr�no aN��n��~a #ryl N 1+ n � m Nm 4 Or+J 7 •-• n .,�1�Y�dNu1 � n1 � . � 1iI1 aA u o pr C mOzWO� y� u mr���-�.T��n� !�1 4 I" O � ��� ' n N rn 70 � � c e nn 7 sz 9nom �p�r t N w �• �Q � � Or A �$�N�i�C ��p~ry'��y P � ~�iw C r O �� �2n�Sd2�G�iam � l/� i~ � '1 _ ^�T w o t� m amz-n �ovvw`"��z �� Q a.-� �' � ti3��� $�- : � � �Y � �$xn��M;`��Q`^��3t� � � �ga�z�"on�`:'oy`.� N � 'o --� sa�_TziN�� � Lv, � c� z'dz�o� oc�^�n�3oN Q � • .-i zn vi��is$u�'i�W�. `�o�'o � � . � ' i �i az�nnn�� � � r . m��V1�x��rtitCil9 Cpw�� �ni'x.. ��aN��}9�� � x9 m= � - �� R�G� �� ��t $�n�=�:o��,�o�a4oa V `" y . STlr,p�, ���Q G� ����=Tm:�a� �img �n rv a � v ma�^'� • `a � � A � � �n���nn�oing}��a� - '� ~ y ` Q i �a �NNNgm�x=a'``�ntlnoo � � � � i.-.•-Zi an:�ni-��."':� C7 .� fT1 m � ••� � � � �vc c+� � �' + � 1J � n ��°n�c=io�i�i�'Ti�� Q' _ amT � ���zoODC���-� �J� � � �� O j =� � � �/' ��Y �, /� 1 C1 i�,m_..�.� T'� � ,� � �� 1O � m an �o�n�e�T �� 9 � i �roa=�v�Xcx'd- go LON--q��q�^ � � ►1��� m�y q^yy1`m���p�� Q a c�i � � �� �o�nn �arm+rn �� m m o o � � y r cinnm o mmm cr.1y p ry� � a.�. *o.�n� 7mc� �� �`�a ronnc � Y � o m =c=i =�di� icxi cZi� armn �^?�� m ' �sm mxo�� ~'° � cia ���rm+rn s � �� zarmfn x ww A mnaA a -a�n i o c 3 a z 1�7 N N I!1 � 7 cm ra...c� in c acnnc� r r x v �y� � r�s�i� n�c�i�� � �� oa�n FOFCm7 rC 0 (1] n o x vca..N n vNim »�� s:.� � � � � m � nar�nv�i �x i rnrn yNNy `J m m�n�n o n = zoo.-. e � C x nm o rn rn a�To � r^ �M>rnrn a ���x . � x OO y, C 2.DTiY m O �dpN prr� � Q 2 R1� � � � r N.T]Q p2 .ZI CS p � � � N O 21 �nW2ln 7] N �JN 11 N � (n O � CJ y ' S V 7]4Y7 N y m � � n � � Y���T 2 W M H Z O O � � � N O�+A f Vplr 7 n N f--� ... 3 2-�•• r r�07 I m � 2 []I C f/1 O � � • .� N Q � V � N Q Y N HHtia -1yyO W � � WN�+O WNrv \ ■ (p � • � � � � T m o �S�� a44G .�•.ryn ���� �ONI� 1n� O tW01 OP� �AJ m��� mmmm f�l�� i i i�� i i�� � ',"'\ �, �, � 000� � � � i �� cnrs�n ..ininn a y I i` � T �Vrw1a mW W4 n ' - N N A ��� ��� rrX m ' ,- N � �4 (TW� IAWr � � G � � � � � � � , p p �� OCO (� � � � �W1PIP m�VN� W O O O �� C� � O p'N s`N � o t � � � . � m W r oa � � L7� N N .�V O y �T � O�m F V z r mm o�rn r N V N t' �Sv=+nYmooYmG�It�n.n.� Z t � N ..c��mnqillnn%31Z'�N m Rti oo�ti`c'� -- C 7[ ""^n �r m� �� r� or .on'zo�rY�ain�rom N b I�1 rna r v� a.��«` �s��...n nnru� �x ron o...v �.-u7 ��Y�+n„r,ad � rb 4 on a rnr* "� �� � �^ "'�^' a" m o� F ��nnv�i r ��- O n +N�n�mN�, � ' � � a...... � n-•d m m- ao.* r o o g.�nai:� u'K�n n�� 'a � �n�on� n-�� .c copv'�i m'e.vrTi r3-.m�� �O � maoa,+.. -�� � TYlYMp9�.r. KnnsO� � ;� m y C 7 ��n..�.o$yr:n2�m� rn f1 1�1 � rr .'�+ � =c' iN��an+r��in o F w Q x ...o a �»o v�n �Y1r ' O � Nflm p7 mmo" .mm ��yza ,�i�i " d � m a n m• � � ram���`����.�i�z��nvai U � � � m oau �Qo u �=i���a�'aia.,u a N . mG'S o�i�� W �7 m � c �W a � ��g r�c`o`� ���`�as � �f*1 � a � d' v �e� $�� gr�in � �.CJ r a�o � �_^�z$m���5:$m.. � � 3►�-� n�i a..v �iM�� .aa�.�nncw�i �n a oT � ��,t�gao_g r=�� ��i Q� onr�e�� i��naN` : �m � �nox�au�z �� �i� = ��n...�n...nm ��r `�,^r�i r ��Z� ; x$i`cm�c�e �� �z�n�� R1 N m�dx'd��"au.. �n o i ov � �nn��i ��`:n�o� � � .. i 2n as.,�1 gv�i ry `�oN i p 1 ti.+ �m c .r � i ya - m����d:'���$�"s� m r z� b �ix�N������n��i. �rn o i xi nr.�� a •orm^_ r . .-.m � mzn�r�5 .`.mc��io�an�� t!�/�. 0� i�v ��c.nn,"n$��m�Y�m= �'1 W�r '"O V" �nzzT aT = � mm�an��" m� � y . -- 'm� ' '^-g,���� � a N�oo�o�'� � � q i Ko N�o o •�?=o�vri�' ! �- i z -•nv+or�n s�o�c�nnz Q { � w i �� -nzm.._.r�. mmn nw,w ac�c� � 'A �—� � s:� c.+�tr� �) i'„'"mrnc➢NT=�� i�_ C? � �i 'Y► � s �a'_oXnc:i� _ o� � r c� �� � i a� o--i �. a � � y O i x� "'/-- '" ^ � � ' � n� � o v�n,. � � x -a�:�: �n caocnc'�.". �� n-�"T �.+ i m m a-�n�ax�x��`go � � ��➢o�__�_Q_- 7 ��j ,��j �m �+azn���ra�o�� � * ��� x � - ov n�nat.--. sm �on c mm � �r �nq� c�n om scr m � � n� n na � a ..cu�nm cr .+�c mmM �o 0 0 � � z� �voo m7ti inr.� r.-r a � v � r r.+ ..xoa' s.' x.. n �+ v --ci .- nc � �} d m zx xmov n+Y �c�o m .� n� s�= : n � _ �m �Z��� �� �.� �� o � "a � �v� � �a scrm�n = �nx w� �o � 1/1 O C Om rZ A NN�NNWN.�NN A C�7 m �1 Z`y+r�A �/1 r x (r(T C].n x 1+ x 1� x a�� � � frO ��L1�C YA Qo�A N ?c AP F Ffrn'1 � C O �tl 2 N Y fi5 Y m t` � c z vinc u� n »� .. .. . *� c Q Cl1 m n vc�� n �n g r N � � �O �^ �m ��rr�iou� S �m mrn o iry Rr-m- N �y _ H ... � mv+V� 0 3 � ZC7 O- O pl�+ C �^ 2 �J a! O ��-+ m o�1 �1 �1 4 n � ` ��1imm y mN r37Z � � � � N � WZ � r ..-.�in m y 11�(J�I+1� rt �I- r-ti r --1 Vl m �' � C xx7mmz m � ppQN P D � 3 m i A .-�m � - - � O a a � "�W=� � Z� >;� ' � � �I P � U) o i � A=u�+mz o `�iro�i ' rn .� � � r- uNi � . b.-.�m z �- �' x o (� � C' r�i pZA2 � O��m/1 � � N N T p = �HtitititiHHtip ��HHti11HHO IpmJOIIlIKWN�+O IOmdbINOWN�+Q `.+� � i . • . . . � � r r� � � . � � � � � �� � � m oqoaaooao� � � � � � � � i � • o OIfJ1AbWN'+�+ � a mWWWNR1rNN WVIO�+NWL+DUI Vm�N7lWpmrNO Y1P1V01W]I�IWGI�GI�ON mmm0lmmm�07o mmmOlWmOlmmO N . W �r ,Dm�OII.Ptr41Nr.� ,DCIdOlUb.4lNrr� � � � �`r � � t � � ■ � � �rq* � �i � � 3 � q o 0 4 0 o a o 0 3 � ��, � m '"a m�n�a.�awe-...an ooc�i�.PiwWnNirn n m�o�pvUlrym.1� rL�rymVryto 7 � y� mt�TmmN4L+�n 0�O�6m.1P��OmOa n ' - � m ..X.Y.X....�.1C�SC; =CCtLYYCC N ' - a tiW W�+�P VIAWr V{]IW�+�D V W W�+ � ' p � F � � � � 1 1 � A � � � � � � .�..� � � -N+ M O 4 4 4 4 a o 0 0= 1 1 ; m r �, , 0 � W N � ' pO�+�+NWNWP7 WFdIVUIOW� y j. �11 F rO�NmU�ITWc�a a+O��+�•+O�WDmV � � p Q VITti�O�NVCVI/ NNF V1p�.IN�Ow O �,p L C�C C L L L �L�C C X X Y. � 1' � plCryomplFN 01FNPmO�i`N '�_ O V1 1 • • • � � • • • � • � � � � � � n p vo000000 1 1 1 1..1... .+ t- A N O W p NWv{7�O�W� [TvWfO4��O�+ N.. Q U11.71NrW�OmO� trU�aPaua Z � � � OAmVUNmt OI.�NO�Ntl�VW r � � 1 �:-nnm--�u� �ozr.. � N �o�'`,T son`�,vn`.....�� w i��n�ri�am�c� � :�n`�-o... s.,xa.m �u e r- C" rni car "_ :n` c�m'rr':���r t, u� c � .. N� -Q^m� ''" n� Qy m�'. cr ,..�r5z �nc�g�n�om ^� ' l�i� t7 ru vai� jici�n�-m.z�N�y W r � On TrfA �2�n„N..11 r � (l� � f OI r� 99 �innC� NDF4Z O m � y �, �007 �MNan�m..� y�� � A � 13� rau��a:r -� m O r � P r [ m� c a 0 o.�n��in. ��a���� U� �1N �ti7 .0 o� tv�+tivr.� �aNK � N N -.f-'r G7 rcA f76 � � y mo � . ayNmonc��Y�K.mo m r. r C� -�. � � .. n�noon�v�m> � m� y i l� W o .-�-. _ xCr�S��NOnir����0 � N N F � Z 'b 9 y mym� �.a��6Tn�S�� p � t � m W- 9 � r, r_ d � `�n Vf i N :. �� � S=m:=on:o=�� ��nH � � � � tn r , ��Fg� a���� ��a � T A � � � �oa a an�n:�c s e, t '�7 � 7�d � � �' n��_������g�sm � �n � r r-� � � � 9 :�l:3�=�a�am>: � v o t+] n� n.." n r��:i: .ao�o= ���s � W C7 c o� � �v�,.�r�no:�on`nn` w � � aocsv�izmg` r�'" �± " � �n➢u� c+r+� = m W U� e W m � z ��9tlK o �^-.� C r ��;z �$n..m�Z�imr m N O 1 Ll/l , g ma.�'�' o�,r.�oN i ; 4,bn i � V W O O W ; y N Oi��sS�Nif riQyov�iC W r 1 �r m. =oy�g�-.c��m c q m � �d�v�o:�.`^ Y� °� r � a i�: � � v� � -i- .. i � xr Y_N n �,3� � � aawa �_a '"r.�i� o .vm��r `3z �m ,n��o����g m n� r }���+� a�oa i 7m m� nnn.cTm�n Nm n+ ST ��d ('� �mnm=�rn..o�r aW- � ti`� r H � �nc+ � �ni � � �a,�� .o`n.o�gma��5� � � � N y o � NO�NW � `-z N o`�n�iz,i�a'w�nCoc? '�i r � ��. -�.,�..r:y"➢�rqY`nYz caNrn ��-Y .' � � � m .�d� i �n mm��➢nmc 9cC�`� - mD-iO�TS�r�n �Cm W ylr � � I�� � ^f��^ D N 7 d r � 1 7.� .+��Zi^npDC�Z OA � S 1 1 �p 1 �� o��� o����'�mn�V � � � ��� ov.ro i r z s...��.,� �� a��'m " '" a /� o..._o i ,�o�a��n�o::�d��`go •9 �r��? �m $zUo-��,�rd�n �a r�,M�'�� F * ���� Y C1 , � • OV VNDi�.+ 3m �Of'1 fCm� �r V10� ['ICl Om yCi m m00 � �i i s-~. �C000 m'n �n�� mm} vnv _ � n o -� s.. ..ioa•• _•..• x.. a vnnc � p m xz xmov mz cio m �»s � a �m ���c�i� �u"i �s� �','a mnn.�a � � niA/f =ppmN � ��rn WW72 NNNN � � DO ��2r�-r� y r-xi ao�� ]�x x m m A�C1ly� ZA • A FF�1'7 � 0 � c � u_igt=�i�i n ��� »NO �k�+t'�1 C � m � �C q�w [7 Y�'1 - - C 4� �. � rt G1 AG'�rC7S O �Xsl f~�1� yNN� � � �D � m n s m q usi 3 n1 f�l 1 H C T TYIN p m = xov.. a z � �m n a.. .-.- rh ., v��o n G v�+nmm r mu� . . Az s � i � Q N r z�u�m y �ntnm-.a Arru=f u cs x�mmx in a 000ur o 7 � � N f� �1>OAf�I � =C N � � a• x1 271J 2 fA � 7 7.+ � � ! V• O � ti �s�/1T2 O OO "' r n r.-.�m 2 N 2 0 0 � � m S �2p•• r b�� � �} nl � � W W t!1 N O1 V = Htiy HtiH w � �:�� i�� � � ¢ � n n � n, i ov7n i �a r o w �i rn `�i�i • mmm mmm � W � N.+�* N.+r4+ � �r' � �r' a o � � ooa � i n '�, � m �ma aod a ' - m r�r rr� N - N ln W.� [T W�. � M7 ¢ F � � � ' � � � N O O d m r � I � �N o..n tn:. � �n� cpocpw Nmui�v n p �c cc � tr N t IV Q � � � � � a+ � o a a , , O ,� � ' ' W� � � Z �, �r .Qi� (V N N � ^OYt- COL���ooxO7F-•+n� mCmSu�- � � -�+G-�t Cn�� u�9i�Cw m ■y n .a�.- ,j�" r� �nn ooF��naav�� -no� d m p r mrv o� yCjm�}si .. ti�� Ymmz�Dou`�r+ N a1 a� na� �nr �N= ��i A u�i � � ru �n ..v`o��`nzv�nnroc f on m.-ul _�`x .-. � �s}a-Ng � rV fA o� m o� �i�'nn+,n��� s�➢' -. � � �!" d��n b '^ni:nN r��o�"'�� � �� �nn .� ��� m _�� ��� �; z � m � �azm�nczi.r,..r <gm4o` T � c7 o�c ti 7 ] � $ p �n �n m � � � rmicri�a�on:rx�u�ma ... ... �i•i -� am�n �oNr�i�m�� 5��r�lD N N � i o Q3 � --n � C 2=m`vvrr�nr.�{ � �"r W ..on�o-u+ v oppu u n�'i��-- � "��o m � anoa +�j 'd�cg��co�r�'d�����m n r a�p n 2�z`�r�:g�f��u�eam>xi ti �N N Cr9 ' r�im = rCa�yn �OY r L� Qlll � a i... �r�Zi N r r o �1 ^��o��a-v�: ' � p� � na<mu�+z,��"T��'^ �3t� �" � �=a�Z�'.�eSnOey�N�e� W " � g mo:����o��€�m} o -. ��r�i � � �F ,��a� � m u1N 1 Y� � I �y mmy��$oiv� �o��mc N { r a- " >��o cA �i x�Nd'��r�n �s$Td� � � * ��s� � i x� Niri.�inOnon` `� �p�q � a 00 � O O 1�1�1 �=n`+�r�5 -mc+�o�a��g �.. . �......� . .'-'� . � 7�Q• oa i?a `�mc.nnm:c�m�n Nm a � dm�mi��v'��,➢n �m� � N � . r-N• " g�- � �, � 0 � � � 7im�naotioNtnA��� q � � � � �n a r--�v „ +r� � �Y ^ m N W I K� uri..�y�Yc��y�q..ynn2n � � G1 � •r/ � OiG I 7 C5 mm➢onnme-9aCm�r+1 r � �J n ��^n��'�"��m :�� � x s s �^ a �n v � � r a :�iiooncri -� oa 2r �nz- mo"�9�n�x 9 !���� a4 �� z _` im nn�cnm ��i�Tin� * �9'�P, aa � �v4io=m�..�s:o �v 7 9�� i �mY�92�no^�nn���9T Y rt • O� AY[1 C �N�i.+ 3m OC] � V �1r mOA �1 �O fl["f pm �Ci m m00 Yl r f pmo � CNf1m C� �C mmm vn� � � O � ).�. wC V � �„�IPD� 2.A. �2.�. r�� �['lf9G � O m ZZ �ir C] =1�1p0 rn �c�v � � � �i°' amcmi � xzx'zz �� cx� aii ��-�im a ,{ �} cna a s��mu� � s uii ww A �nn� � � �v �ip � "mi�n � �x oo��' x z x� yD C m� �.. ��c��c a • � aaan N O/� � m o c�i ciu+ � ����x o �b ,�N� cn�sn + n1 A C C� p nlT] �NN� � m PZ C.� fSYrC+lou�1 � �rry m Y � S � � p A1 31 0 S T Y1{!� O I�1 3 2 0 L7 N m o��o � C x r vrvmrm+� i m�n •i .`��x s i i a O N i mv m m i°'"pz ni �m oov~i p�rxif � � � m aoo m reu,�po x oa p � a m t� A �1APf7T O ZC �N �I p � N � r0 37 �nW2� 77 ��-a 1 O 9 � m SVAGI M �m m r � � U� O n ~ �O � ���� � O � .. � r' �.-.�c a �a�ar � o � ; r7S �i� zr.. r rrw � ^ -- x W.��n � � N OI V N � M yytitia ytititiv y� O t4lNr� 4`41N�+� `_ \ f \ � � � � � � � �y p�j T OOQ07 1 � • n �.- i �n 1J�m'+O� [.11NVV NOQW IdW�� N F WNN.� IO.�OQ w rm mmwma mmmww O O �t.�N.-.+ b�N�+� � o � � �a � � � �a m 4 a—; 0000� � a .. n '�� � � NJmiG7 �m � VW...W4 Otl11�04 ' - � r r C Y�Y Y �r r r X N � ' - � �N ICVf]IW�+ �pV(nW�+ � � � � � � ■ ■ � � � Q� O0000 N , , � .N P�DA(JWV WmPm�� n � - � NiGN01WP 6WN�P0�� � � N � N tCt� LC�t ��1 � mO�PN WO�ON � "`T ry • • • � � ■ � • D N o U a Q O O W • 1 wivum VOIAm O � v V OImAm �prPm O � � N ru .. O � �' � � W `r�o�"�zoasn�md�n� m _�..>mn�nu+n�ai�yN s n �d��.�'�� � ^' c'�m�C '17 ts1 t"' r� un N� aa�n ..ona� � r�t/1 A � '2'i � i Or �_ -':_ n�cna��o � 's e Z m Z C�'l r� � � ^�14 v. nnm .�n a m Y N �b� y ru {A 9�oY0 i��c�ii�'-.�09 Z V O(y��r 9 � �/) i�t �I�n n.- �nv'"iwi�r rDiv�rt�Zi i+ 1 c y�p � I�7 0� a o� .°car..��.� xr � .. N Qi ti O w '.� H C rQiN - ��d 0 o.�niim�n�n��rgoni� � v�n r�.��r�`�3 N� � Q�Y. r C] y rno �na � 4�$z��m�.r.p�: :�ocK � N 4n� a Z t" 9 n o� �+ t'+�9..�tib'by�Xn9m* � P A 2�o� Q � � �`p � �� � "uci cxis��an�r��v� o � N A i �2 !��y G] r+7 = �...o -� m'6 �or'�i�� 9SgL.�In � ll� N 3!^a C/] 9 C 7 ap� � ybm�9 � ►� . d�ntn �t }�.� � � �S ...a,'n�i o��� ►y rv tn� r" L�7 m ,.-•a ���i a�� `" ���f ' m�s o�i�� � � U r^ m O L=J �J rn amd � ng :n`� ��� . � Tw � ��pp x � ■na � 'd�o• ��� ��r�r'�g�a �1 p � n m� h'C�' l�1 H � ��n �r z m.�v+�$m � 1 �m - Cn t+i � � � � �r Z��� �mn� . O 1 r . ��� np z N � �.y b N 4r� n Mmi�d V �g�+^�it��� a T p e p � - � � � G7 O Q�I N o. v = nJ N y�O '1.' O '_ � $z�C��nx�.oi�bur.�i`Ty d I `� r���bY�� oKg�� � d ,.. � � O � �r� = � �n c,m = b � � _ ... � �zo = "�das o` ��i ._., c �$zonon'�m�i�'nr`.�� � �7mp� i �da � �n��� �..����.�o❑' m� ' vi�,�i cN�m�t ' � � .�n�� =H n � ms-v� �O��NC i ra mmy�v`�a Z:TNa���...� r �in� . ��.�n t$�.. a "p��`�"o`:ar��i'���asa N d� i.-.� pxf��eti .. �Tti�»�b � ` 4 O � �-.f�l ,�c'�nn,"n:crnm�n�im� l�. � G'�V oc � 7 a I l $Mr"'i�z^ nznm -i" T � � nN.�c�a��N��:m��.n y I v+Antei1 oo�DNrm�r�0 �^` �-�N� �n=noKu��noc+ `r /� � N•W 1 KZ t�n�my 9�o�cfnyZ OI I ���or � " � U o . . .r $� ���S � ��n���°��i������ �� � �� r � 1'T1 n r S��nTonc`�rs� _`" va � � �� _ a__=� r _ � � � � _� �n�_To` � � � i �o i c7 = To`" =mn�w � oo i r m'a�n'nm �a+�woo � � �m �~�'�;v^::z �� oo � m,�$��d�n�N,�o^$� "P 1� ��a'� * b�'�N Y � • pa S 9�/fDtr 3m Of] � � 11� f�l �O�nn OT SCf W �00 • lll � 3� � �000 m77 V1..y �r7 �••pr � o r� zop s�+ z � vnn � o �^ .LZ n .Zrv+op mY �G�O m -�77� � a o �c� � .� zc� � _ =m m4om rm" 7�1�=cYi� ~� V�ii-- �H mnn� t � � �O ? A?�-{C � N�� QQa� C��a� � - O ti �O �UI f Ll T RI �A � m $ x p VCb•-.N Cn] Yt1 7?fA� •**�1 � � � m m G[l ��ma1pll 2 prn � mrn iNN-�i m x m�nui a rn = z Q.. n � C z o+�tmm � rnin ���i i� i�i '" 0 N � � ��m}z m � oam or�"' O � m IrNA� p2 00 �N p ? � � r N � � A�W21A A z� ].Ni � A . � � Cn O � -� � i�mm = �i� r�i �--�' 2 Q 4 ti � O � � O �x � [11PV1 � n u� .a N o V tiHtiH H1tiW � W D O C ;N.-G W��v ' �r�(mA 7l � � m v y Z� aaoa i i �n � rn.V.� iornrn � p' � ru � a� �nnirn wmm w rV, C a ,� � m�� mmmti mmmm m i �� m WN..O WN.�O �O m � � �r+ � � �.. u�+ '�, � � a� 000� � � �z np��s�..n ia n � w t p O p NWma 4VO4 � ► /� N �' � zr�= �;;; fn ' ,- N �N �`�� Vfl1Wr V(T4J�+ m � � y�� 1 � � . � � � � I � m G o 0 0 (� , , � � N 'Tr �� F V�VC a(NnNaQ C� N W N C�p A OiFO.•u1 OOO�Wm O O�" r,�� XC� �CC � y Q �J w � a O��`N O�aN � . u 4�p � � � � � � �►77� onv � a Q Q � V O S O �WN �DN`+ Z O V N � Z ➢ WO� oW(�7� m '-" ,�nf�� •�- �n r a � 1 � m r �x-��m_-,w�, -.dx�, r �o„`',� � o�9a.��n� r i.� mcmzN- .-.c�.rn v�ni-c- � � � .=,�-an�n r� u�n �,��N � r ���:�� _ ���o„T= _ "' a`, r`nn o� _ �vCz��4m � U r� v� � nti`�u� AroN V � V O1� �F.N �p~ =q��Z.tufnwOO 1 ► O�rt -, ��.-.z� Ci N O V1 c o� mo� ~�,�n�rr'��u��o:� :�nm ... �N V p... 4"p o a��ni�n.���o�� � .� �o�n �y �N n�� o�, i�.�$�ir�3��m. r rno r'nn � �ns��nZ's.r,.� <��v rl c�c� n�saa-.a� m� ~ � ��' _ =c'ri-n�an��wym o o- z � o.-o y �mo"'"•o�Nn'��mz:=gZ.�Ir7�1 j� �" N s ao� 7 - ~r� tiQiT�� O�nN Q Ij� rt"r c i�rm^nv�:���r.� � � a ��n "on�o��n 1. o v a coa " �r�f m�' .q��� �. �nn � ��og::�c� ������n � 2 ��7 n ~ N N r O �a � *v p�x`�� rp a � +�� z~~ d+ �O N C.�L rl�YrR....9+Lm�/ ' � �r z amo�'m r�� 1 1 O O{p n r.��zra�-..C�rz�►� � O �1 W o�r.�c�r9-�o��nam`�i � p-.. � ��cnu�+iMx� .ow �� N-�n..ciXn rr u�u� xma�x= � Naa x $.ca i�'n,:� i Lcn g T==��Q»s�� o N �i r� r � o� � _� ��"rs�Yoo' Q '�'�i � an� i Zn ��`�N�m�� ',..vN�' x "� � � i �� �mm: "' '"i�an� � � A"��.�:r�N� �y " 9 C c1a a �_;$��.m��m�� o� yc :�f i xr n,.�� vvm-z ana � �"� .rb .r�-. ao�.-.� ox�g� x�� q � H C oo� -•m .,m�mo�a� � ^'m�_nnM�CMm�� =m� N �l,pt r � cn oo�� /� �m�==w �AT m2�� � �O . 1 � 1 N '"s➢mqN"'�a t' .'7 y � � �.�" a���,t�nr�" i\ .e o r � � � " 4 � � �Y ` .yo ba cn � � � �z W Nya`�n�iixotiNa��� r` NW i �+�noa:"m�.o�*nRi � 'r► C!� 9 C �rn i=z 61p I � .n mmy nmc-.ac����� � � � Q � � 1 Yn rNnA^��r�d�n imm = - q➢�n I �� ����aanc:i�_'" on � + ' � �� Q r C7 �1 � _� r �ni a ma"�'�vnn� � .a � .� (/� �:] oa i r ys �n��.�K $ - T � � i m G2a9nC�m LTipn � �� �/� ^ � 40 1 a���oY-=.o� 00 7 4� � ao�_r,�-_r,�� * ��7�� i'Z �m�az�,��a�,N���$� � O G'1 ! • 09 C ��/1�a�a 3m -�0[9 =mH � � � �1 f- rn !n Q�[]n p m M C i m �v O O � � a .»��nnm ac atimm cno � � Q "�' � s oao inyp �n.,� r.+� r � � o � O r.. xaa Y.+ z.. a �nnc � o m � b ax n zmov rnx c�a m ��s � n a � c c� a A f ti y ci A Z �rn �o o m G' +� r =zpxzx �n cx" a 7�m W ,�", C � � �A C�7 30rm�n � ��ii u`�ia WW � man� a � H '� H DO IA Tm=wD � �� �q��i x x x L � � r H � � mp ti �q�=N b 4=_1P m POAt� Z u+ C 1n c] »�O !�:� � C� m � C] �i y � o�n., n vn c � O � iu � � r , rn � �ic+rn= � �dA �~rf� yNN7 m C7 rcm� �' A m = mu�iu��� o mm = inn.~i � � C � � x am o a.. �.- m o�n�o � � U7 U7 r'� r" o �T�urnim � n� wm� nrrre ,rj m �am�x m �� oofn c o Q � m �rivno ox ao a � � Q ! �' A � �xl W I U� X] C �HN �1 , � Y' � O p r � � G"� � tAT7� � �O m r � r�- " � C/) i"oo � f] � C� � ��pZ � .Q.mN � . � ti rn �i�7 0 d v N N�1M �^/HH � _ O q � WN.+v WN.�Q � � � � � � � � c 000� � � 6 1 1 W1 G N p� t�AmV 01�10 � � VdV 01010 N �� . mmma mR1�m W Q i i i r~* i i i n � a o � m OdO� 3 � I N NN�+f] Cf V1 ' C Wdm� OP06 n ' - m � � r �xx� Xxrr - ' � Vf.TW�+ VL]IW�+ u � � � � � � � � N , p N m ' I eaoo � � � Y � , i.�-vov �Apoiqwv � � � .�mr�nu 01NNVW Q � � cr� =�c � �n �n 1 1 T O N �A N � N � N � � � � � � n o O 4 O � o.a an1O 1 m Z q N p Q V V R 4 W p p W m � O O W C x_�„�_- T���� m �o�.'`,,..;n��wn�an�- s N ���111 ��t��-�aN� zo:� r r� c'nn ao�<-n "=�m��:°'�r r CC�N 31 M•sSs o_ -.ona� lA � � 4 n � mn or = c+cnou+��a � v � f11� - �`a m a N i zNZp �� v� n �T` An�tn � 9�o n9rNxotn.-.ra9 � � f7 r �f� T�R -Lv�iNei��C�T20-N� 11� W O O O� .�� 0� ^"�Aa���� ��9� .. m y-i �... 4� n"0. C N Q o.�np :�. � ansm �,., O� � ^�� K OU�nY�yrti��Co o� �m� ru�i 4nn '� 9� N JJ n� o� � ��sm�n�5: r�n'8'm� N r ��7z7 ti 7 ��i .+ n�naa.,v$n�snc,3� " r � Z Q O o .- � � xc i--gon3r�..yin`o o vi� r e �2 x 'a-�i y '"a" '^m�'3m:=" �i�i u� ' � i o 03 � n U��'^.p.� �� n -� O � s$�Rc"..�����i m� tn N P ��i m r.-'a u .-.on�a.,w a` {� r�.�r�i19y- � m� O�i�o y � Lll V1 i A � 3 n0 � '$ � m m � � n '�$o�nz�.�co$�6'����n � U7 � �� � o � - � r o � � "�zs,'x��vi$m.: � n p 71 N n..� � �� w r�t„ _ �ao�+ni ��i N h RI c� om " � t��.o o_^.^�� � o � a' o9O"N ",�K � '� i, m � �~ � a$zm���+:.���� �� C Q� p S Q �cNo,�.m Y^ � �A � l71 � �O = .-. "- a �ezmvei� :fir O � a z $r p � ��zv:$$�Mvv�s�C,:Q 2 S Z � Com � u�n� - .��qN �r �N 1 yH ai��1TS��m� ��c �D � �r m x azN�a��w � N m r �n�rdv�d': '�'N �ii��3r X i x� Y-N��r�� � D.r ^ n�� p •pm��i ~pbp �` 00, � .-.H ooi �-m m���m _��sa�a� RE�e oo �� ��'c�nnnrcnm�n Nm� � �7r[. � N � $M„�z�,or'�r om_ � �v y ^" c�SnM u+�a.o� .n . � '�n�� �a�"'ur mnr�fa �y F � d�o�,�� � � � ��i� Nw i �Z � � �nc5�,'N6�`zo`+oi+ a �� � � F O� I �'ca��n���=��:z 1 � .n o�0 i �� m� ��i�T4`cni��� � �� � � Yn � ��raw zr`�r.� ic� � �� s `md•�oxn��-�-'�^ � r � __v o__-N'ti r��iq� ` � ' �� � � �C � �� �ns To �-o�on oa r L__,�_n� $o�s�`So �i oo i m �moonc^�• � �� `� o~N-OmYD `��LsN�9y��f+�ra� ` * ��a�l� Y w � Oti C �yi�i.. Sm vn � � �1 r !�1 N Q� C1 fl p I�1 �C f m �O O . } > � .-.cannw �w sc mmm v..v •+7 1�7 C"' z� �000 rn� (n.+� r.-r r xaa•• s., z.. N annc � � d m "�� ZG � �c~Zi a =ma�s� ycZi A"i xrmn ma'om � z�rx �n cx - ma n��rn � � ~"r U] Cm � SVq;u�l � yp� ulnna7 aNikrNi� � � � H '� � o fA �_..� � oo� rn ~ � a H �o y AO�SN a �ia m `"�`�n � O Cf1 m d C'� H CA = � v�i..N � rn "�c ars� = � � � m r a I-3 � o z�c�rCnx o xr � � r.,.. , tn��n � GCl ��TOUI � �m ��j fNNy n � C " O [n � r ' u"^am n rn.. 1�.. r�rrn p��o v�amm � in . x7z a � x 'm Q Cn r o ��mAz m �m �'ocul 4r��n � r9 Ci � m � � � ^� � � m i mionrn o 00 � o i' y�}� ('� o y `�r H D � �ry W ul A �C ]7 N r � v_ Cn O n C"� G �] � G� (P RI 2 O �Q m �"i M'�i l`� �"� y Z" a Z � n � F'� d I�Sf O=�Z r W V(/� � N rn � o b � HHtiy HtiHH O O M � � i i i� wni...v � � m 000� •� w � i � n p m�1pm Nl�ol�o � Vp�� WWW N V N � O • m��O mmmO � Q L- � W N.+.� W N.�ef � � �O � � �Q � %y� �' m ooa� � �' -�+ ws'D-ma' o�on' C nr ' - m N c��x r=�; "� ,- N � s- vwW.. .icaw... � � � � � � � � N ' , N �N OOPN� � 1 1 t C�J N�U�.NiN WuI000 F� �NWG�m O Q� � =CC CCC � � � pl t N O�A N � � C7� � 1 � � � � � � a �, N o00 a � tims roa N v F D � W W O m N ��Q� N C�T ,�c�,���oo`wmc.��e�iti O � O[]�� c_.r.�. �,nzai-,c'- N� inci `-' - •c+n�Fno,�� � y�n ~ c��= Ya-_ �o��� m� ni � � �-^i o� K ��ao`u'+�. n o n .no;`=^"+o:: cz on a � e�7 v v. � v �W r� v^` �i��N=n n�o� r � m � oro �..in ?c--�� e+i='o..oa �n � �3 m a'� �°�y wc,�m� � � i � m m noQ o -� -�im'^�o.�➢��m z `n ��? r4i`� c d ti �c�Nm�N�����o�"�� Q p�� rn� ,n-nn ,�,�r.' r� ��^m 2 � ..n �n_�Y� .nnaQ� 4 ; n o � a D y 7� ~ }�OC99�9�Y}Nm m 7 p " � _ � ��'c� c�a . o N t j 2 �...0 � mym��L'a�un+cmi�y�x� ,�i�1 � � �N fN 0 nDl y o�3 x ry O � =gxmFa_y��n � ONN W N W z Y` Il/ r' r _� i,. Y mr�0�-o�eOn� n��o O P r �n n O O mi � +� � "+o vn�n �su.�N -i- � �m �no i 'd$o�nsai���rn �a r.n V r T O � 6 00 � _ �T.. �N ��T �o � � �:�=m o�3 nn:am.. F u�i a o n�i a..� � � z-no o$'a-�i��z � � � ~ c �'� rv rr.�z�a��o-�mti�t N ��� o�- � a��T��� so��� �� Q V' � n� .,. <a .. ^� � NgQN� xay` �o��� i m f � . r �' c =v osan.;�i�x`u'�r`�4 c.� c.i i �d�a i � ac�r+S ul� � i rn � �i �m�* �m�l�v�i � � v1N � Yn az���$u�. i �.. m� ms-v+ .�a-.�v.c m� � i f� ���v�a.�TN�o � �: �nxN� ��.� �"s+$om (��a�r xa "'�i� ^a"•am� '3i r000 /p co i.-ni Bz `�n c=i���.... �C�Tnr�i►��mu��LmZ d0 1 J y� �� 1"'� ��nm�. `�rsm - O CAnnc�umi p�m�x v� ' /� r` �� •N-• ay�N9d�yoN*nD��lp � \Jl • '� 1 1 S� � 2 iw `` �-.�N� �nvr�O�NOs�� �F [] � �� AO� ��� � �nln�T' q�C�ncy2 � � � OI� 1 V� �n.%.oS��n 1 -Nma'�-vr^u�i0 C�nm� � � � � � C7 D^c�a�u+n �my�Yv G = no.:riwL � �+ 7 s.^S2i9y9 CYy v� py �\ � f3] � ��� `�x ,9 b7���� � � � �~ oiY�n�..�c -mn 1 oa i r AO+nv�r�n �rn �moa�N�� r * ��a Qo � _� a� �Tx�o�=-go _�om_��___m mr�n,��no^ae`+N�so�a� � ; � � C"' O C7 tr1 �� m HdAc'�n cm wci m moo � D o � O 7. Ii] "'x =� � c000 rnn �n.�.� rmmi v..or � C'' f!) C a•• •..• •.•ioa • s.. a.... 7o vn�c = � q m �"� F-1 =cYi � `L I+1 O f H a�z'7 Aci v Zm ��s iri r x�pYzx ��n Cx� Gii n��1� y � • �i C� (�]t D 29rTln 1�i1x W41 � mR4A n � ?�' �J � u1 c� �...p � m a2 IVNN � C C H �o �4 "f�ii�n � �� �^'b"�c� xxx� � C Cn r-� ^' ��c��,r� zb • A aran N 0 � n o H '�J C] � � vc�n..u+ � ¢n »�� �:.� � '� m � � r i�i �i �amousi 7� �m rnT yNNy N--+ t � i=7 CA m z m in v� a rn x x n o.+ n � C = �m } a�+ '.�{-- rn o��a ��>mm in - - aa r � x a 0 CI7 �C W Ln � o �inrn y �cnrn-� Arru� a m mn�„yx in m oa�n n � � � " H � r � � � ��Wz� � o� ;N � P N /� � V � z • S V A CE N �1 m T t11 V' � v � H � � G1 't/f m�m � Z p N. � � � Oa y � o � � d m �2p2 r AWU�1 � U] tn N pl V N Htiy� tiHHti • O O �N.�v W N.+V � W O � � � � � � � n n � p�i m 000n i � i o anrnrn rncncr N O o m m m p P 101u ��I.7 N • mmmQm m��o N � yr � � WN.�N WN.�.r* � p a ■ � �r* � � �r+ �� 'H► �� � �----o� od�3 � ' �n ���a' od:oa' � , - � rrr= �c�r j , - N Vf./W�+ V(JIW�+ [yf ' p � ' �' ■ � � � � � ■ � m � �000 OON� OIW 1 V� �, , U N Nmr.PQ OWVC C) N�tOTW�I �OrWaN O� t�c src � � 01PN �1aN � � � • • • � � � n � 1 4 O 4 . . 1 O ry � N A[71C� 6NV z � ti p A W ���� oN=o600z��:��n� •- ami N m �C-�LnrA���D��C^ � � � n_ �.zc�i+ar'�r:��a�`n O � 6Z m��j N� c*iin N� oN -onv� 'd p w � t�� o� -- �" ncc�a�:,�o n 7��e.;r-`.� a m' � N C�} f'n c�11� °�� -.o`i�n.r,�nsau+-p.�oa m v .� M 1 yn ��rN* n� ? .'Nc+C�;►9iu�iN x] ' ... �O� P 11 m 4� ':sno.m..� Yr � ., � `n "' `. �} ��' n-•n q z`nni>nN�$� ans� r tJ� �y S i a rcNi� rn+�n � �v� �omK�� oy 5 * N �Tj � ba�u�m���� sr.�oK U ��` (mjQ p�C z m n a .~. � � 4p z � � •- mn�nocn��a��i�n�`o $�'{ � ' 7..a ..., � o��c��nr��d�`�vi�' N� � a �NmD➢r i r�r�l N t� m�9 z i+ Itl �1 y R p C ��0� nOn,^q? OtAuyi ��T N r � �,�v����:0-�n'�� tl �" a m c v o m°n ., 'i a - me'ri Q��,} N C�i A y s nn .. e �$M� �ic� ����i��n �n N �n� � �ra m � n�7 � ���`�ii- gg .. a � i � � r a�� � zirn�i��y��am:. � � r a N�v � � � r.�m r•1ro � a��z Ui V N C.. A o N c� n z�on d ���i� U p�� a p� - '� ra mxca.�o����T+ � � noz`N-miti � � f= ~�xn �t�-��m =)� ..- � �N� .c " mr' �n � �givz�aon_N�z�'n`a p I �ril i �� ac-�.c� � �n i � `�+� `v��m��F 'm�i:utli �N i YN az��V • �� mi-u� �o��NC � �� ar�vl�:�mtGi1� c��� p � �i��n�.m"zN�'��n�� o n� w oo i '"•`i i i_ oz�,�y .a,��To 004 �, REG�S oo i rn m's. m nn m �O��i � � � � ���� T=mxT^��a �� m � 9F � � � �n��^ m�m ~ Q `n O � ^ ,^9 ~ l aan��covo`ng'"y�r�i� � � � i �Q �v�i � a 'n�rrix`Nonr.. n7W i ' X -- o ac� �,J � �� 'wt�l a �^Z � 1 mmConnwv�p„v�_�C►Z %� � •�• OI�O;yGI _� �v�r+�n-.��r� C•��r� �w � t� ,� $�Nr�— :�. A � L'° } o��;oQ'n�yN�m� va ,� � ��� i z'a n, � �aic� y�i:.,a��.m.�$o��ncr5� 1" ��� oo i rn Cm�D��n^ zo��K�O � � -�A■ p p�p vb��_��� �` Y�_ �� Yro^Dnm 4� \�' �^n _ � $� i * ��� r _ : • ov � v�n�s.-. =m �vc� �r m u+o nn prn x�a qq mao � r�' t � ...yu��m ct nc m�rn v..v - 4 n a m r' i� xoa� z�-pi `�z: r"'� �nr�c p � 2x n 2mdp mY �CC7 m .�7 = � a o . � c� . n .� zc� n = =rn moom "�ti ' r xz�xc�iz �v� c�x-- c�a ���m � �a a iv mui � �ni wW � �ann � � CJ� �N C �O � OT • • �2' NNNIA C�7RI 2 +12rCyn N r}[ Ull1f]G7 1[%x� ~ C � m2 2 NOC 1n n �i »NO rrr�l � v �, c � - � � ,o r�n H �' c� c��rcma i on mA �NNy � r. �, r� c� n�m o�n z m m a m = m�n�n o m Z �qp.. n C b� Y � a m o a.+ 01.- m v-n�o � v�� m a rnv� - 7pz r � i z w Q � � � � �ar�+isi rn � �oou~i �rrcn � C m m i �n,ao x v�o ! v ' O � r N � A A �swiurni D =C 3';� " � � f.l1 0 � H � c��i n���ci o o"a rn �' �' � N rr1 a..9 rTM1 z �' o � � � � �i �=�i r iai+vmi 7 ' t7 cn .. N v V N ti-1yO -IH�Q r � � y� O WN�V WN�+V ` 1 � � � � � � '� m ado� � � � v.�ornn iornrnn N F WNtl� Wmm �V W NI . �0701� O101mq I Q � WN.+�+ � WN.�,* m �1 ■ / �� � � �p O O d 3 'J � �N�O� � a � , , N n , , m P W NW�a OJOa - � r F YZY; ��LIC N ,- F �N V{.TWr V(fIW�+ N � � � _ � � 1 � � � � � 1 A I a400 !�, I � T - � rQ9NA 1 N1 1 � n � � N �FarU �OpNj�pa! 0 Q � _ Crr K�C ON N W 01AN O1Ary a � � r � � � � y o '" o00 . . . � Q v �WN�p 1CNV O � `� RJ I W O O� 4(Vil U C 1 n `. m � WI �- � � ni' w y h�7 � w z m oc �c�`oz=ozcazrnn>���� r cros�n- H b C m m _ _=_� ����,a,�_�.. �, ti y s�p� [-20t�n � P n a�0�ri���r � M[H a � � t'' C z z� �� wn m Na �� o� -on�,�i Z � p� � r -nme+c�a�n�om ir C' � p Cy or rnn ' � y c�r a a� e>=N�.'n nnr � N d � � m y ru cn oz��'��'^c�is"-�o.r.>o° � � �-{ ie '�rn.N+ N � `ni�N � � `� n O m m �� m o� `:cnm.m.,3 :r �'", ,.. Vi r � Cf� a a� o... n-•n a a�mni>nNN$ an�m �n C"' p �� �N ��� K m �Y Oy Q U� x�Z rC11 C1G � ..��m�a���Fr�.�o. � o Gf ^�c � ,., anrn.:o.yv�m.� m`� r �ay � 7 �� a Q mGrYQ�COni��r� p r " � �+� ��� 2 �...D H L���N9Nn� 9 ^ �� � � m n � � OO� -+ �- :� gbHH o d ��'p^ � - � s$rm�v..�anr�i �J rn `� �o u MT o.-�.�` i'" a��o o N N � �m C o o W m +o vnam" 3 � � $m� �ic ��r'M�~} � T i0 H y m a �Ca a � o � w ��i"��g�T c Q .', C] rp�. z �r� � �..,nniam.gu��y� � m ul '2'' v�O � � � � zYn�� nv m . � N w aoV�i n a�"z-"$�o�Qrir��� � �� � o� m ro o-. a x � na�m`crv+i<^"ou`�.��� � �Y �N�e�xYm'dix=`�r� � _�r � u�io i ans •• � m m g �o��ao�_N��Nma � « iov 1 s m..oC rmr3a� 1� TN I Zrl + ��oN,m�t ' tlo �' i �i , �m} mc-i ��oy� �nc r a.iNoi.TNc N-�..� l� �- c�.�. $�� N � xr �ns��neYi.ms r.��� r oo i ••a ai��z � �r�o�.-�a9 �GCj�s�. oo i w m rnm. m ot m �°�imx oo � 7 on�ii��"n�nm � C� � � a v, miTnv�^�' mas� � N a"Ynnnc+ s��: z-�n � ��nnraao�a�n ,..y�r�i� �- /� ��O � ' � a n�WiKp � N� d�"o •ezs '.io: . � .. no �+ n�c� �1 �-- ry, mmc�nnmA�o��'�rz n� 3� T o�i?cZi u.J ~ �T. � ' -r.Nmm�n�NM2�~ iCti � � � _ Sdo-;r•ircN����n p � �1 � �� 1 2i90�Cyry � OL O 1 �� �� a ,n'v e=� � N �� i �oie2i~ s:�na..�Kay ��nc'n � oo i r �iac�c�m .o s"'" � aa i "� o-�n�o`x`od�,� oc � � � �o�==m�,�� N }m�n� i�M"u�r�4��Ai * d�� r : . T� ti��... � � r No nn orm.rn m a q v � y =y c�nnm �� mmrn v..o � � v '^ xx rr�i`r�a� mz r~'°m ���i � o �in xs=x �u�f c=ia �-Qi�m m ' a� � Of'I..i - A �o�A � y{a/� =�r T N 3 W 41 y A � Crtt �12�C� �C/1 WV1cs"JG=7 �I�+YTI O � Tn ���ti� H 001� L*F`FI'7 C CI� W p Y NOCC V� n »�O •F*� � � ��--� C'� c�G1�CCIS O N.Cb. I/��►n p m rn ANI'Tav�l � rn= X90r~w � Q C 'n�rmm t M��Z f I11tx ' N � a�nm ca�nrn� �rrw p O m,amma= m 000�n o � `� m r N L Q Sp O , �• a c N 77 p7�W Y� 27 7 7.N+ T P � � � oa � a xu�irni o m r �,, a.-.vm = _ � �o -r � � � m z�r. r w�� � x NNVi N OI O N titiryH HHHtiH � � a o W o �W�v.-v pmn�..o � � s � � � � � � . � m � ooaoa � � ,'� i n � :..Finw carna.r � NmWiC rOTa[71 J 10V6P r1-.11A0 � y, ' mm��W Wmmmm o �n n�n�..n , e,wn7r+r�. i .- � � � � � � ■ �n � � � o 0 � i 0000� a ➢ /yi � N �Wti�� �w � 4�U�04 OOIWQn ' - C . ==c�x xrrr� m �' - � �CVL.NW.� IOVGW�+ P N � � � � � � � � � � , I N m P Od�d9 N � N W O�l�A0��0 27tNOFImVV n/� I � 41Vm...[71�/ P...QWIGN � � � N � rLY.0 L�CC e n s' N p m C�O ry m pl s N � � • � � � � � � � � N O O O O Q (]� N�+O W O�r C1 Z � R A..W..IVI U N OVI W W ¢1 "���n� N �a`�=a noa`�,.��m �O �c_:T�,'yNn�yi�cN i ti m !'-1 �mm �p �an un s��saso r���.r Q u� �2n� �y o� >no`a'=Tmic�c'z�ra`�n o � ��� O r'a a�n c�n� � C p j^� �=n�� D��N 2 Y OA- t O �I�+IA - �--4xNC��Fn�Fq� � U O O p�0�1� Oln i n"n'N�n�.� � `^ A � N n �� o - -o�n��air��.,m r � n so� ��� � �.. � n-�n 4 g��mam:Yr���Ca�"cr W oOr. C d �1NOA� �y7 �CP� d d C]C `� aN 9r� ��T�1�+� � H 1�100Gr. � ��ymrn�..p +yno` a � F '1 n n o�� n�D..O�OLmt n�m� Z ��� � 0 7 n � - ^9nmO�tnnN9n3��=�� p 1 �ry„ N �� m � Nn O 'O� 'o`,•"��'Lmix � �i,�yi 1�� Q C m • n n m• e C �OmO� ���T� �Nul LJ �A O m f o..0 oa u '�� r.+omto.+N � p N ���Z � rn �o r« o � m � n��" m�s o�?+� � c �na � $n� �: '6L� `�'�u'+ �n s- p i nr�� n c r n m � $ a• �e.��rJi�rng n ,,., Si r a�� � 9_"�zo� g`�'i$m.. � � � ' rTi,��= .am�r�inn9��z Ui � s aau�i � r.. I p . � rovo�g�ri.� _ w o-- � oame-�i� i��nnp�n`x � w mNCDv�i�m -�r T� a O � --LNOn�IG10KZSN^� N L• pl �22a sQO�eD���Nt P P �r 1 L(/7 � C motoa' Qv��tCy oN � � N 1 �1��1 �5����N~ �r�iN � 1 !f F 1 y H - • mrUYii�ooC�....~.. � r n�2u.-.19��mN ���� � i�� F a a =�N � � ��� am � * RE��sT o �"f � s .om�� o 0 0 � i � --� �—� ��*��i -aC�`ima�a�m? W W �7 _ `�K �� O 1 � � �N.nnM. a i � o i 7 �mm�xHvm�?min N a ; :� ' -19L ,q a �nN..c�n�� �:m� �n � ��/ .�. �n,�� `�'_��n��l� { �Q � �na��~4Nr^v u�i Q m 1 I KO N�O O -2222osNo�r-. � +y� �. W 1.�-.z c�w �nNon►cm=�d�n nC �� T � � � � 1 mmc nma.,or����2 7 r � �fi � � �� � � _ r.�a�c=io°�"ov��"'r� � O y O �r� U nmT n �,zo"'}`�� � � � � �� s ~ o � K�zioon'�:� ='^ va � _� o,�;_ Q -�,�a ��y ��� ,� � �, i��n-.�.�.. o r �iov�Nnmv�`x�d'�ngo � � uy���� o i m i� o-m.,a�`r���-• p7 �m�Ar�o�,����4�ni� 0 � + � oa v�n�a.. �m �m� y � �r �o n pm m maa � � cinn� i� mmrn cr.v � c^ r Q i.�. sono sA r•.•N vnnc a � xz amov mx co ��Y � "' c� a r� y c7 z m �e a o m � o � � �i=o�z'lr=i . �n c7a� mno� s � na ivrm�n � �nw�i NNNUI � 7 � �v �r�'fi��c � o`O�A rrr-n CpN C C � Z NOC�Iy/1 n »NO ■**� _ � � �o m � m ���ON � mlVl iNNY � � � � i m�n�n�� v ..r m p��p � � r �Tpufm � cnu�m� arr-vzi Q C' ,r� �lVanm�= m vno�n o � � v Q ,� � m �aonm a �n s• x] AWS(A A 77 N � r . H A�Sb�c7 N fr� r rv � � o � � � U� � � H r�rn?�r�i i ~ � ~ ���5� i m�cr (L] � ai � � z~a r o u�vmi 7 '�' u N T 4 N HHHHH HtiHtiH � . O O FWN�+O iWN�+O W Q • � � � � � � � b i 4 O O O 7 �7 a m . p � �:..-a .�2�tTa OI�W41 W{pV V W W�U .+�ON.� 4O�mm I V V . ��WQJW ���m� � � m C�WN�•r�+ AWN�•r�* � � � � � � �r� � � � �r' � � �---� odQ03 'J � N � � � � .� WP..n �s� n n , , � y �c1'i�:+on' oovoa n ' - � ===Y= �;;;; ' IO VIIIW�+ IaVU1Wh+ N ' - N � � � ■ � II 1 � � � A m N r' o0000 � , I �` .+6odr� mN.�W�LN N N VmVtl1.�0 m.+VN�'v �..� �OO��WO�G NPt71ANN Q C C C L C C C C C � � � mO�ON mO�AN d1 � � 4 p, tp . . � � . . . � � n � o4OQ i � � W � WNOU� V(TrW Q � P N NmWm I�ONO�Ir Z �n a P - �mooYVS���nti � '"cn�c�'atn�u�i�r�`�C� T W t� �c.,xor�n ���� ��n �aF.��9�c�vrr.��nr r - � Cti �On�� N W O1 m� Or - �` `_-amrc a�nr`-o i � �� o r a� .io;`--^� z�� m p� N � rua�n �n ` �x�n„N.-.n n° � .�' soa���v i�on� TtnK � �a-�.zic''�cc'z- N O� D u �cnm�n T :$iu�iv=i O e ��TA�q m 4� ^9tmNN r � m S u O�1mLd myod� c o o ���ai�n�}�s��anay � n� ��^ mooa� "c�in n � F �� � �szm:nc��� <nQo` � �n �i � n ��� .. m��p_g�a$Y�z�2im� � m � � v�ac��s�Fnu�onrryr� a � M n Z ..na �..o � nm� .-.��n F9 g `�la 2 w +h uii an w o vr � �r�r�o. � n�.�i� �dur�n � m n n a � � 2 a ��v� ��n` � v i � a � oma � mc� a�� t N o �oa $ ��,�'vs n � � ! rd�M� �7{CQm�-•�r�rXr.� b r O �� � �z:�zoi�g�n�$mr: "� n�i n..a1A � x� x ^�m�,?�n�c�'Ci o �+1 v n�"i-n;��ogo;is� p-�- = 'iD m,���b��nnDNsz i L� P TOSm�-�nF< T� m T = ^u� �n �"'xYm�txo� O O �� � � T o;�a oavn�N�z�Mr U W IL�/1 � 1 O� i ac•-�>�5 � � W r i rn 1 H� � ���SH�m�F 'mqa� a i .s o � nWy mi..s nn���N: N v - �a.�N'6x^���.�n$�r rv i xr �nm��nn.mi �r.�. Nn, r� r �RA o� r ox��� •onc=i`�o�rn�Q� N � Rr a ��rn �/�/� oi7 _ -/ mmCm2'r�ii�DmulYT�m= � � � � "•Sr � G ��� 1� v =Tmo�sT�mz_H s o � � a�_cycn� N_t�ar � 7p➢mcN OP~DN^ �r4i O 1 L- 1 /���/ � 1 I KO N tl�0 •22�atNdr�� O W W -"1 '•I � 9ti Q� 1 r^Y' n'•a�air��.:i ^_ � � Q � �n �Vc� n�v ,n -,vc�c��r� .� m � � �{ � n ➢=vr��+o�� nm,•� [7 � + x _., `nTna�n x r� tic. sti n v �n v r � r (� �� s �iivon2`:z - o$ f .�� r � � aA ��. � z� �==__0-Tq$'���nn � � � Q � r � m oi �_��^��^x=��w-�Q �4 4����a'� r� �aN_��,T_� �m�n.� o, n�.,���g� '+ H��N Z � � • O'O V1Ab1�-r 3m �my � A r Tt HC nn p!T � �00 _ p r =� �400 r�.rn� WW�i vrtp . � � n o m i7� 2mo0 r�.1Z �W ��7m= A� ��011.x.. �N �a n��m � � Q na �vrrn�n � ww a �nn7� � � � acoo �mirr.� y OOy� �'N`��m ~ � � C � m0 p4�=N Y � �y�j OFPf7 N n o q = vCp..N n ��rN.0 s**� = .� � 1 � �--+� T AGlr�n= O Iv�+ fA��n n � p �l] in r�.rnl�Ilvrni�� � r"m �NN~ O � =OOra � Q U1 y �.'�.ainm � crum� y��z a �f..� � mam}x r�.rn ooc�n prr`�n � N L-I ' Q m +�aonr� � N � � �p o N C n anWz�n � »M � cyi � � � L�1 � =u�i m c� r� m N� w a.,vr�i � � O O � o ''r� ~ y ��pz r �rnumi n "' izJ �j N ,., H u A c',i mi t"1 N n T V � O � 1 O � � I VI N � y � Hyytitiy titititiHti �. W C 1 (A;;N...y t�:Wry�+fl b y C w � � � � p1 m d � � � 40004� � ; � I r(TO�OIW4 VbOIOpIQ ~ � 41W{J�O� L1�V401 N N � .wwmm�m mmmWmm � � U�`WN..rt UaWN�+/� QI � � � � � �r* � � ■ � �r` 01 �JI 1 04oaQ3 3 W n '�� �. N �1��WW� wWm 7 - p N ...0 o n o V c W p q / � �JI a LYL=C; YY�C�; N � ' - W � �+�C VLTW� r{pV(.wWw -Ni O1 � � � � � � 11 / � � � � T O d C O Q O � r , O ... �' r � � W � �0.�41NaNv p�ImW�mWQ Om N � IPO�U1l71WNP mW��Nln � A C ` ��C t L �r r�L Y l� � oODtl�oN oWO�NN O � N o r . . . � . . . � � � cn m x' ooaoo n -�- �.riu:.wi.i m:�r�am O = W �N� U1�.INWo WeW{Wp V MN v U 4t;�^nmoo„�aw��n� � �a�nmYs . CmxN� � P w;n�pennySDmtiC� �or?��i�o����onmO1 0 1 �v' W us C} r�n c*i�n � lJ1 ,�A W �a�r C'1 O r m-- � mTCiG9bu��► Al �S� m� .'�r".�e,i�'n�.=n�a�ros rN Q g a r v� � rwo�n �n 90� -o .,�n �n �� Of� K O �I.+(J� � on� vi.. -- �n��c+�e�ix.ni`a iT n� n� � �� a. n a• a p � m4� MNAntmN� 'cr vN� � � �� �r � n-•n � �rmni>n r��a��i� T�T �NOA� n�j � 4in m �9m<�i �y � G� f"CT• i i �rtc76 � �iy�im�an.r. y �rn9ir�n� � 1+100C.• C r+ n�no��o�nYxn�s� 6 .. W � � o ��3 � '�' 71 � �onr � x�c`rzs.. r e ?� � � v-r y mr.'.8'y"`:oNnB$>s� ijir�i � m �p�p1e m �oo m�i � yamno�. n'��1� 'da.'n )2 C i v.�+u O q ° ���`..aa�o'..� y a� m Qa R. o � �r�" `�' c+ qr�e�,o q a omo v ar'r� ��am ����r'�� �j� Z s �oo � ���- �` ��~~�vtixn r � y2 0 � nazam-��n�amr. � y � �m =,.��x� n a ao�i �o i�n��o�aTi���= o � ,� a�r�m2�O�NO���itiS �.� a$K'^� NI< �¢u+ �� ��m Yr�- � N=o2"g �v��4��=`"�� m So Yn�nt��i�t 1 LN �� ;oo• +�q�n. TO I 09 , x `v�=m�i 'm��v�i a i zn oi��i �n vN i �.-. mx Mi--u�` � •f �'��yu+�z:=eo��$i� r Y-Y.r]�2r Ny�w Or.. xr rmx m r p 1^y �=�`�n�..�. n�zo�m�mo a i m 0 �m��=�m^'�am�_�m= * REQ/ST � '�� �� J� n �:m� � 9F o n�_�nnc�aN p � ~ I 9nFi��OO�yN^=9r�� A 1 I KO �..� � 'r�r�'d�'xo.�� �Y ` a� w i z �nv� �n" � ❑�onni Q pi i^ .a �� � .h �a �`c� m�con-n�T4t�m '� �,�m_�➢N $�� `c'= � ��—�� �+ 17f ' x �m [� ��,,.� �+ � ���S;o�n` :z �'" an �j � � �m O 1 =� ��z � mo$/ �ac�iY �.. � � i c� o �r anna„ " � �rn g� cTT '" �,3rn-.����z����$b o i ro a-m-o�,a _ ,4 �j'�'���i �m„�'r a=°'$�n"r,���n� * b��N� 0 x � • ov ma �v�c vu�an.. sm {m �-� y �r or ¢coa mqinn orn m n m❑ n�o � r a cr ci.. ..ccnnm aa mmm „ c„� oi r s-�+ a �• m-y �voo rna7 �-.-a rt � r a.-� rr m ..xoa•• 7i-. � �n .. c � � o m �� ro c� xu7 zmao rny ep .--� m�z = ]� o cti Ka mms � a-i xc7 ym �'� om Ti d ooa77a 2zxzz �vr c�a n n� m�m aw �fn oc'> � m pc7.r • � �m m� a7a m na o ��Hr z�rmcn � taca � O ,-'{ �N (n 2 I p C - - a 2 (n %x%[.'N N C RI R'I S 3�C] �12��y (A (T(T C�!C7 r ?�v Z7 A �] 314 Y 7 �1 fY1 S m Z r-i�] .-1 a a ti - i'f� T m nr- a��� ��c��c - � n rrna rn � C • b =� [-� �n xcn a rn � A � � z mmo., u�oc �n c> >�o =** �� c U1 m d vw v�Aacn �ca.. c� • • c .. N n v c� r'm -i �c�r n 2 o r+�-+ N N 1k�Ik w n �n Q -D � m a � osz cr-cmn a m� x tiNN .-a � O N �n m • o �cao nampcn a m m a � F` m cn..� m cn�n p 3 z o o vl.. � � z v� m-rr i nm p .-.- rn �a v�� o � n �n.-. v�amrn a - - �z rv' n i i mz � � � r 77 nx rv .. �u�m � cncnm� a�rr �cn N c saa-- z�mmz m oopv7 o o � o � 3 0o c-� m a - � . m C CR1 S � �"'NZ70 2 O � � N m � O m T�A a(7 m O (n m �1 O (n � y � o ZONm ��lY=C17 .Sl �7 N r�c+ r il N p � a W Z �RI • Z�]7 G1 N fT� r* r (J] O � ti o xl [n rn Z P � (]� (� O m Y�C]N a.y�m z � N- I ti � (nC] z 04 � �+N '- � � Z r H H�1 O F+Z] Y 41 V r � .. � 3 O NO2Y Z-ii-. r C-.�m '- � � � � "� z o�o� �p � rn�ncn $` m r c m rv m rt7 �� � � z c�z o [n � =o � F` I � • I �+ � O `V I N � ti�-1-1�� ti���titi � F, o � 0 y m (IIrWN�+a (TAWN�+v _ � C II 11 II II II 1 � m CUp aoa4oa rNrVa d1 W . . . . r ^� �vamo ieM�s`�-� r Q�mlOclldl a401001 W N mmm��� ��WWWm I ' � � F CTA[.1Nrn LnrWN.�� I �. n u II II ry rF II ry q II n rt O O N '�, ,p N � O000OJ � � N�TV o... r ��LWi^bS VC]VIO� � ' - V O(a1W��la QWLJ1�+1641 � �• L11 r==r X ����z � IOVCIILJF+ �D�UIlY�+ Cy1 ' , (]� 11 II II II II II Y II II 11 m � ooaoo i � , , F . cn o..ru.-c� �cnamnNim N � mNOJTQ �D(JOIIOQ (' i rrfp4l(]�N �pmNOION O xLxx x�=L � 1- � m Of F N �C�L�N � o n n n u n u n u n n N r ovva � ii O � N O�+�+ N N L�OI i mm.-w mmvia z rn ...�..cn -�cnrnrn o �n i F O � � �nd�n� m V N 'joLi��'maC]H.�']n�w S7 _.G�rcn'.�nv�n�az�}� a � �(A� � W y " �o�.M�,�r" r r �. _�� � �nr+ !�� c�:. ``,o �a., o o ��� � c� or �o`YT^m���o�nroa v � Cf m�um mar vn Q'�^�;�z�n�i. n A�av z Q� �� � A�O�v� T01r�* y�...�,y�c�ii=0-tp O � �T - :N� �, ��� � Ou n �. :c�c`"i.m.., � � � r � m Cfj m�opr�. c�v o '^nx:^'�,���a�~ F H �N a�7 � � rcn- m m na ,� ��'u+ .��`,��,�`��i��K •� F� mooar. ...o � wazm.ae`,� . m o� �iv � m �� � y m orC na a a � "^➢oga4$n�xn�m �- Lt� o rr °.. � v�az�nnw4"��...�in a � " 8 � mn ooi �c-o n � �aYn'��m:=a �i�i � � W a a• 3 � � C � omo9 .4:��z'6wu� � 4 �yy tpi7 om N .r�r N ��Tt-.dmtm�V'�0��� � ry m Ca 3C]n H n ❑mm � m$n`iun:om '6'c�a�� � H z n r7 a m � �a � o _ i �..n�ii'" '�� ��3i a v r o n .r.n�zr.��-c�av.. � a � � � � r�m.� �amo�TnnLr�= `� 1 N ¢••� G' nn:'" o.., -, tn ,,,n W o �� oaisQno��o=r�� } n�ll W o`. :�,���`�_ u rnO+AC��'N^ � U, sir� r N � �N'�4""on�`:``",:�i 22±�sEorCO�SKNrti IU �F+ I O� N � C mOy�O' TOu���'�ri � i` � N 1 m n� '� �:�i .T`�oN N rn,........ iic� n � m�+�(`�N�m� aN � F i +r � n�xNo�:'^�o�� : rr � r� �$�-,rr:u`^i ,�i�aN �7 � i xv m u.i��nncrmi2 .�y r � p o��n7 i -'a m m�n�n 9�y�IONO�Y��p OI � � � �+1 ' �lC� d�IlDO 1 7 m SI mN.anm� mmw�r�mi � ,� S�' �--9 C �mM�-..mo�a�am i :, m �• �tl` v4i cn �-I aN-�e''sn� �n "�r `��w m �A'�� oo�o�:�n��r� � i �. � �a n lv,,, o�a�+a -. - fh �I� wcnn�rn i ' z m `-"' �`�n_� T�cSz���v~aionrp-• ` � IO�9 i �Z � ��ny_p�nn'2 O � 4.-O� i �G] m""o n�m n:m.-.--.c . ' r�n� -. r ON�ci9�� ^� � � � � m V�T��+�fOO�TYmA " + /� � S O c� N;��t �� � � (� •�� y nC.' �� 9a � � � �� ......r � 2y C� �^"'� '-���"`n'�mn�y N ocarzw i r i��n-..�:�a n im �`_av�uC.r�-..� :8.nrom �� oa�w i xs'o�de`ov 9 �� � m,�g�s����,��dro� * �3�N n` -a Y L] ► - CV �YIAft+ 3m ;m-i .. ro +�r Ho nn om m maa s cinnm ct mmm a..c � c�i y =� oaa ma r.-a r , a.. .+io�•• �.. a �nnc c � � p m c� yA�iH ycxi xm moom aw �ix �i� . `� �Aa mnna T ya s��my ww � 7 co �rn�ca � ao�� xxxLi,' � C �o �o�z� s r�+ rrrn � � Ul �m n x vcow�' n "�o �wr� v� n o � ��rn= o � � r�.c+ fn��rn v� � � � � � crcwr 3 f�lxl . �NN� � � r r^ m c�amo�n x rn r � rn�nin o s zdo.. n C = v�trnrn a -`��"az s'"�z � Q � r a�nrn �n�nm� a��u� t/ ��mm¢Y m oaoH1 0 O O O � � rNA� S N p` � (� F u1 � A fA't W S(A � 7 7 N r p � y 29�G7 N n� �T U7 0 � � M� n � 2�00 � � O C' � OY~Z r O�ml�ll � n � N O� O N HHHH HtiHH � O O " WN.�e WN.+fl W O � • � • • • � \ f � � 0004 1 � ,0. � � G� NAA 1WOm� N T C11010 v.-m 1 I � - m�mQ � mmm� � N � WN��' 41N...� � � � �r� 11 � 1 n 0 0 � � oaoa � D �y; r- N �aW� � � - y 4 v O N O 4 C �L�L CLLL r ' � rU�Wr �+U�Wr N ' - � N � � � � � � � � P N � O O O O r � , I � QrrA 01 I NOI� � w C OIiC�OM OWrP� � O C�C XCC � OIF`N �IFN O W Rl Ln II � � � t � � O oao � N 1 . - - � t (n r0� Fw�+W O �`n Nw� raWm Z t r C �.m�-��n cx+- "�C��YrooImct nnv �+ � - u+nu�a�-c•- r *� -- -�"� "za�u' rn � .r.n ur ',M�`.ti.. �p p� �� or �n e ��-�r��m��,��o���� v W �x� r m v� 7r����^uArr �uC+=Dr�� O ry�T`� Q T�f ��.�+ °a -c`o'N ", av m S�A� y� a� �4� r�`e' _v�Nn`�c'Sti�roN IJ m rY� � _,.c» ..��N :r n � s g n• n r N q �V c d � a.�ai>n ��'oo"r�� r M . � �p�(o �1l� r W .�.nn .c `��n ^.�o� ��wnins � g ��m y mo •^n � m��2� r H 7r� �P:':�m�'.,_. <a�m� A F � � � nr�oN o$F�:n�. 2 T�� m Z � �...o � `� �o�.�-: 0 1 � n`���No�m 9So .�i�i n� � � a a a� � -.-. n�:�t�Z�v�u� �� � tn r."r oma- . ,:� U � a rn o G -- r n a ����-�A.o"�� �^ n� m �� r�Jr� � �nn � � � �it�� �� p � n�� � T��^g:.�ic����d� g�� O � j 7 b n ����Yo�gg�K n �n fP r o � � z x:���r�..�m �mrZti W P ad� �1m m�mrn9�02 (+1 O �I � ��� �g��,�r o o" F. mpni �90rr�nDpN� mO�DC��=s r�` �v ul C�m 1n x p � N oN .^..r r N � �rF�L�si9r r zi' n�,n`�.,N�zur.`�� � � �� e i m c r�vyve• oc��.0 ' in rv w i zn � Nn��w • �m�+ �nS�ON 1 H�-1 OI-r7��ON ey► dN1 1 �� Yo;tnvn�9 � r �Sp-Y2+2C0 Cp'��� � �yiS��r�rNr�;DLti � X r ���sn�Q�� � o�o �, pEG/e> a�—M $zn�s n`�o�a'"c u/ � a �7 i � ��5N�i ar`�i� mm�n Nm 4 fv W N nN���n�b��p�mp$ya � :. �+ A n\y araN �O�w.-.CnD�T� o .,� � /"� � � 1 1 Kp '�`� v�kn�O �o� N 4� � w ;^� N�N��➢�mD�O-N+C�nn2 � � � IG ; �G] mm�,-=�;:o����m� r� �. � y L x �,-,�:-n =o .`�� � �� i rb s`�ircjac�:z ='^ o� .+ � �j� � � oir ���=-'.,K � q b� ,� o� m�.i �Tac$i.Te � rn �� ,� „�$�.,K�m � o����T � b, Sa `` a'--�-a„:i,--ai.. * �3{� �mT�➢4.nL^��i.nn�Nr�4�A� � _ = . o� ���... =m ;m-, a �r �na nn nm � m o 0 � � --curfm sr mmrn v..p cAi� i s-. �000 mA r.-a r n a.. xoa-• _.. n vnnc � o m zz zrnpo mx m »s ` � � am +�f���i� �ui �� mcn`x� m 3 q � cm �i�s� u�i u�cn�ai r x x i � 0 C �o �o�?g s ao�rn aarn � c � Ul m o z vgn..in n »�C ..r� c1 mrCn2 a e.�.. tn�+n N �. � `� � m �iTOVI � mm �NN� � m �' p m mrn�n o i xoa.+ � Q C n 2 ��amm i :�Az a i�i�i � O �j r ....a�nrn c7��nr•�� �rr'n c xammz m aop�n o � � �7 x rn i s F � (� � y � AC�7W=� � »N � O � Y • S L,a C7 N T (n o � � 1--�� n ti Z�Oq y ([) � al �Z�..� r V�� � n +� � z ma`��n N T V N �y1y -i-iyy `� � W `v O o W v ;N;v W:...q � � � m C O O� 7 4 � � R lll � 1�atr WN.� ��� tT1�O� r(V71rN+ l7� . ����� �W�m ' V � � WN��" WNrK � Q � � �n � � �r' � 0003 3 4 n '�, � �ao'a o�oa D ' - � - � _��� xx�; ' V{JIW�+-' VC11W�. 1 � � � � � � � � ' , � {'� � � O O O 4 m I � No- �a.+.-n W�w[nm �, a- . �... o c�nN•.•a �mO�Nm N N N K 171 M � 1 CCK rXX ^� � � tl�YN C��'N Q � � � � � � � � 4 4 Q jn MoM W 1 W O � !ON �I�M Z m.1.1 O�m P N W � _ _ I K.�nnm�-�.=.m +1G"n� Q � �3SN,•��c.� crosu+- p � ,nNninar��c�- � ti �o'n�ip�md'r�onv� m 'v N �S D y wn �r�- � m� s tr F r� or '^�.:>�i �c+cno�n�a r � S�� ma v� r�on���mz c-n m r n �m C rw T 'nm` �i�N.:n rav 2$� � i� �n , S��N_Cc�F�+9*u►vivo=i � � � 4 a� m a� :c'no�"'�� � " p Z � Or a'-� � y� m� o - �:r� �r�"a��� z a ��� � rc�i ,".�a � ��3�a .��mtrx,�naiK in � m �M G mo � �p"�.yn.r�.�Yr<nna p n7 a F p � ~ ��� .. ^rnogg�$n���'�a`� � m�O O! z � �...o � x� u�o r a A7 y nm1a'SNaN�s�ax� �� w �� � s o v� ���.g��H � �n r d ��oo9oatio��n�� 0 6 �� � � � a cmin c� ��&�� x �� ' $mg �c�m ��r�i� } n, ��f��A m `� � m p a $ a'" � ���'+g�" 4 r o r�° � �z:���n�nr�iam>i N u� nJ p npc�A O �Ts�na�D�vrir��i ' � 6 T 111 rna rrnLao-'�C�nanK ^ F �-r $ocvi.Ci=m=` r� r�v �n c'i m a i ��r�i I _ N_y`"� "�Dn� �o � =�i Y�OnSm�Zv~imr _~ll I !A � y� royoo• ocO1r�-. � o i --�------- -' m i �n ^ T •'n.,�ioy i N W � ��..� . �`gN�m�t �N o a � � �� mmy mx�;�a�.`dn : i i a�"�o:�mui� �ai� � m v �i ���'�rr. =nn� �� i xr �=��n;.�_"�,����o * Sr 9 0 �--� v=n�t'Zi •o nmo � � Q 1^y a ��-m �°�� i 1 7 on�T�m'�n�an��'�m^ y �090 .' � N s������-,a���..4�m��`" n� � ~ {�I �A�"�vo8vo`n^'..n��5� 0� U -h i i �q � � ��� "�.�o`�a�r_ � �„ m w � Z (.J1 . n" v�o`�"�nRi . � /�. � n' i=z mc�A�na�ac�c`+�4 � � �p� _� c.�.�'� � � W G) p ��n �ma,-�osa°N'�i�� tic= N � x � p N � 1 �zmocin�'.�� a� � }� �=z= �' �I��A�x d���3 �� � .. ,..c$o � �_n i rn �TT9n�n�riio4'���0 �1 ���V o i f4vz9oM��r�� pz ' T � mM9��2:ir�nv����9�^ ; � - OT] 9U1�1.r �rryaL 77r Lmti rr �o nn omzax m ..n mao � � � �u�nm om apmm v.rv s z-+ -+000 vrnina� r..t �n r Q � r.+ �+zo�•� ���mm � r+ vnn� L v m Q` H zx xmqo rn�n•+� c�p � ��_ n o ' � �1�' =zxax m ��o �i nn n»�i � �s i��min ?�mm� WW � wm m�nsl p C �mrc - a2 A NNN(A A � � ~ DO TrTfiZY� 3-�x]�N �0�� Nx x}xf�i � � Q C c y� 9 m �v�su4i brii.zp= ' m �a s��c�n CI1 m o ; r � g �gv�-N �n�n7C ���� �n*i ets� � � � �? o G� CDc�rC1I mp=r-�r rr.. N ln��n � A � m (J] �.' m f7imol}il �11CIOS mm O7 iNNy n � C � t+i w ^+ m�n�n ntzm s � oo.. _ �m i�n�• �c .�-� m m ���a u � � � � v�+rrnm � - - �= mn. � � i x •-•�v+m vo[i�n u��nrn� tin �rr/n c i�mmx +�zr� aao�n �r+ n � � a m mr'n�� r��an � n� 0 o C7 C/] A TAW2� �mnr�� »rN. ?-_ �i fp� � (� � i '.' � � � ��uv+��} �n�=A m - r l7� . n N /b a.-.��1 C..yZ � n � H in � � �z�q v+� � mmr � � � Z �i ���m N o F--�---� C n' a Cn �,o �y C/� � (,� {,.i :=7 N N d F-� N � � 110 �MQ � w a (J. . N.�v IV.�A �+ � � � "n � �n ■�/ � � �. OOa ra A :. :: W{�y�� p �N W W n71V � m m m m m m � O O ��~ ii� 0 0 oo� � � '�, �n�n n �:�n W W� I�IW7 01 +.`P[1 VVC n ' - � � ' r � x �n ' - N N �+ .- C `. t � N N m ' a � X � � �io �c n m s�m mm � � D A � P N m � s N '� � � r o � Z �, m - `�a araUsvn�p�n� � � �' ❑o�� � � � ;�,�nnnNan�c.. .-.m ■myy n�:�`,-- .,x.,zo.w N N 1 �]n "'mrry���� n Noor ao���ci h+ � �s�x .=4.�'� � rc,�n W nrrr � rcaov+ra a y�r- � omz=.nn�Z��`a � r�rn..c� �n + 94 �+oYN�N_��u+ �ov ~ i�pn 7 T �'�i ..Y .-.�� C+'[y$iv�iu=i O � O• n �»NW�-3 A n q m Nµ �.�°i��ry�wrn...� 'er ti - "' N � O...W � n• r a�n�wo. -� m o m•�u mo�- [000pa O �d��ni.Yr�K'�o��o� 4 '� t V] mos�a� ~ w `[ oN�9� ��r�imti w � A O � �$srmntni+-�r �g m� r � n 7 �� .. �n-�..o`�n�sn8e � o a �o��i�� � "u�iz�S�nN�n�xnpr.�..tin a W O i2 p��w 000v H am9 NOTTSmi;l' �D � � ramo� ����� �m�n � lfi r�m m�� � ra u .`�����-�m.a��n ��a � � o 000R eR� . 6 c i n � Z$�$Vz��am;�c� � � nao��'m H 4 �NTM� Z� ��yl�y � ' �..nnzo� � �a� w � 7 NNNT.+ � a2ir�ti2��yn��mtt lP A n�QbWG �m r � r•1 r�i d v1O�P� m n i�oa�ao'v�g�+ 4 'O a mxe o��n ' ccr.- TOCPUCirZNL<����n��� � P IndbNSn�S9��zq�.^-.� x nO O=1'i TYIOn�N�2wmr 1 Ly � y Yoraa oC-�►N o � 4� v��aN-.mry �`�ao� WWN.au' \Y 1 -/H mm+ mi.p,��n,��n u'� r tiDtipS w9F�muCi9 COIr r�l :11�x .u1sn�sLvti Y 1 N I xr v.��v4r GSvmY rT �qno �py� �^' � nr�� C �Nl{ry.-�p R��e NOON4 .-m mx " nn �oca� g �7 minomce ��� mc'.iansc�m�n Na �m�m ��o��' �m` � �.�+. n��_u�a: '"..g� :�m .��' A � �nm� .o�"'w+r�nr�i� � � . � � Sg oKa�+a� � r- � UI�W(T� 1 � uzi �p�m��v�c�nnz � NTO�NT i 42' @N~~ -vsti`r�� � � � tnaitlUic i"c� 1P�°T�o�+o�m�"nm� � l71 Vi = iooT-Y`c�n o_ '�o � � � G� 0 � a p»y��➢r�� „N�OD � ��f/� �'� �nz mo'�'-Tnc'�= 000ao i �sr`�s�in'nn �a��`go � �1� ��y o0000�m ro N�.^ D � io a-�-vi-o - � mr.in='"z�n`�����n� * ���� Y L� � • O� VU1��.. yf`.-.11L Ar Ym1 �rr �o nn prn=�x m y s o a � � � t Clnhm s�am mm�1 d v..v _ � U� i z� op0 9rnInQA r.�i K.* r � O � �rr ••iaa'- �b�mrn .a �[]f]C L O m 3Z =�OQ !�1{A�-r� W C �^��3 � o �m �S��n.-xi ia��� �� nc mnn,rna m �a =�rm�n �=mrnr WW Y �an � � Cm �im�Y�� �aOVCi (Y�U1nC.7 nN aNixx� � � m0 27�L1-�+� �SrTO oo~� %OI ppCfi ,�, C • o �o su+ mm �2 rn a 2� 0 Ul m cim »�o . R*�� n vc`a-� vn n= c �r� t4j ci �circ�x mxr�a e.�.. iv � �n��n m � crcwr pao�� � a �NN1 � � �, p m namo�n ��d � o� s � � �n�nv+ orzrn r 7c � zoo.. � �r C i am zui�' � .- m m o�+�o y N v�>mrn y - �x m�. r � z � Q nv+m panin uurn� nr* �rr=(n �2 l�'lnmax �r7�m� 000�n n�n p � m rM�o r-r• fc� A� O Q � ti m „y onm ■x p N 7:_ �1 � . « L+ O x7 I7 W 2 l/� -1 f�l n�Z 7 7.a _ 1 V� LI� O f C.1 � ��yI�Am� ZCJAZ=m • - m r � � N' � " N Z~00 N 1 A� p H (JI y~ O�-+A N 7C UUr � n � N .� T �2'~Z � WWImA � F N C� O ��^-__----^—� v I v � TA T N � tiHti tititi � D O W O ' NuO N...Q � � � � � n n a m p x- coo � � n � cn cn rn rn o �;� i`n w o n o mma wwo N.� M11�. '. M �n � �r' � o 0 3 j c '�� W w�n v�an � s-r� N � r � .+rn WWQ �L - U� � (T � ' =. u�. .: _ � � ' - y N N .� �. y ti � � N' , �Y N v Q�p � � LA ol N O Q � D A � � O� N m O a o u� � f n � � � f 2 � - d1 W T �ai=azoozv�o-�;n� U N �n p x � i �CF:T�n.�At�n�Nnr��C_ -- '"'i -- -� s�2o+�+ N Q N r�Ij�n ao�5�n�e+o�r:���r � n• r `-x�: ou+ �qnmr� mmor "cy a�n�. n v. rnOA~•:'9^m2yC� ❑m 0^�'� =Tvyi�s-.n n �f�N x �m�I�R �nSOu+-.�tL tn�n�c+C�=►$►u�ru=i O O�A� i ic T v..,.fi s� - o� � o N m,�4"a O - NOY:r^� �Sopnim 1 �1Nn J-�1 .c ��v+'w ..nm.t n � r mo�nn ' �r�J-�nupi� n o�c �n=m:nn.r... tnn5�o` N -� 7 '7 ... n�apCg 4$D�:n2S�� �. y � b�o2aSv�au���~ w��� �, Z �...0 " ' oN`�3''lir�'.$��n ln a� y m• a � ama� " : �n ^a �n r r� .�c <a�uri� � W p a nn u �v�-- � � n��o o � 's o$m���co"�b��g�^ Q �+ �r a'�io ,� - �m..�� n � ��., x�m g r � _.��� "a�i$m>t �n a n ou� m nTi=no�o�a�=r��= o '� .- ^'a mr�no..u��S4�nnN` : �Y � �rnNtn�-�niti r�q _,�� -.c�m i� � --a�$ x2qotzpNw� P 2 �D 2 NZYi YLtlY��mCZti�r '�� 1 c� asoe• �n o �r.rn � i oc;�n�aN !� wcan7r.- � zn wn� n,i 1 HN ��„�+�.���m�} aNy . T . � �� n�n n��Noi'Tucnio cni� F-� i ro �_����:�_"��� �� # EGI$r � �tid�ti� X� ax��� •� �mo��sa�O � q�, G W�om���^` mmC�+iAni��m�n�Z�2 Ow ' � T*w�Or^ �O`,;-, ~ � "� ��yv�i^y nA�y �� y�N O � �O � � 9DmCn oO�oNsry� p � r� 1 1 �� a��N�^J94�'i����N�nOG'i � � , +y m (f] Uyw�,� ,� q�y�`Z �� i :yy NNO�NN � �n��- �a�qevn� �' ' � y uo�ncwo i �c�i m��y�v�� c.+�s�� � � � ti ��n � n��n�. g�� ��. � � 0 x ��oTox.��_��� o � a � r z oa � ��� � g a� ; �� �mm� � '�"'=Tn�w o00o i ry� w n � m `��' �c$o.nrn� .i1� o0000 �SD�vNTm iY�--iapb � ���{v i❑ O_m_ _ m � OS-O m,�r�ai�orn�N�a�$� _ � • ov ��n�a.-. r..vz v r rm� �r Wo rin omxn= ca m y mao � p y r ccnc�m c�am �a mmrn w vrrn . �n =� �000 arnmvA c r.-r r � T� o � �� xox7- baamm x7 vnnc � y p m ss zmpo rn�n..A -nd ao c »� ' � � �m �i���� Za��� `a �� o �vs� � � �'!�1 �V�f�IN '��R�IrC NfZI WwiZ n fNNN � C �O AO�SN A�ZA2 O� o4-nam OI FF`!� � n z �noc v+ o c�m cc+ »�o + :s:� aca-� vn �z rn - - c ru � � � � g � C�Cmb A=ao�+i r��1 mr� i sNN� � � � � m a m mu�iw�� .-vwarn �� 5e zoa.. n O � 2 �m 2 IA�• x W .�.� m m P�1�1 O a�tm� � .-. �_ - �x n � � � x � � r ��nm oonu� m �n�nm� n nr-rfn .. � �7 a r� mnmmar ���m� oc� vao�n n v , 0 r A �.pDWS� �mc7�2 �mi �]rNi � j� + fp . N o N i7� rKn �n� r� r � a+ v v i � a scac� z m m U� c r w u+m9z �ar�n �, n N i � z~Oo 51�i A..Z. �c � O � O 1' 3 0=77� IA ]cx Nar � n r'o m � z �� NNN 1 N O V N -1�Iy rJH � N C O � W � r i i� N.�� � � � � � � ao� � � �^ a � a a i �m c� O �� 1ON 00 � ��o ��O N.��* N.�.� 1 �A � �R WO O°J '�J � .. e 'H► N �m� Ar� � r o+d wWa � ' - � _� �r y - y W w W r { Q1 � � � � � N m �i c)� in c a �, , m ' Q�O {��1 Wv n Q N �V i�P YI OI V N Q m S C '� y N N 0 r � � a � N � I Q � r U � 2 p' ta�,�nm_-� +�oSc'.y p G� �o�;,nx.�� n�nmti' m t c- o u� _� :nm=b-'N ���`i' ... ... � rr-�nUr N�:`r" oN���o}am tJi ln c�or :.::iyvma�caoin�. � � Y��' a� N NN rm�� `vmit�iuAr� � n�oN om ur 9� �n���,�z$:o.,o� p c o'.ao°�n c�an.,•�_��s�➢:vrin N �o� im � p,�p•�Q p ��maiYnNN��oo'n""m u� � - o +�inl��� � r��a�� � mo.�•�4 K O� m i�9 p � � i lJ� n o r.r3 �arm�nc�+.r..�. �mnv` o �� � � .+ n�noa.a�m. �`�m� ,,,�� � ncr��.c.�a��i�:�n a -Ni » 4 x �•-o y mo mmn� aio �� m � �m m�� � 9n r_��nnva� z�N � N ��� � sznna�.�.nrr�r{ '� m o � r.. o amo mr'+i?�-�m`mcTsN a+Pi�p �nn � �"N r�c'a`n ��30 � Z g�a � a v ����$�m � �znaioi�g °' n � y � � . m� Z..'£�$m2.. n� a..� �r = mCT s i�p2 P OU1 `" ��z--o$�.g�iz�� � q� N "nz`���:e���u�s�iw � �o.nu+xr+ y� ..�pn�o"xspmvts=�`��� L � NL� ; ybLALOCiNm 1 Q� m G Z�x�dpOC•N•�►r� p 1 � v�n... m rc� "��'fovo+ N.-» � 2i'i OY��SSvlr 00 1 �r - `�m �ai�noo� u': r' ����ur�dz��i� V�$z.r.. N 1 x� ������r ��i or. N�� n .dm�i rOMO OrN 1- f o= �'fr ,`� c=+m��rn��a RE(�S� o�U�i 7 rn mz: na m�a• r'r1 z � `.� mc�nnnn .-v;im dm�mzw n'" � c u`^. c=in�oN�''"�m � ' � �.m� n.��c�'.n��ur . 1 Y➢�ND90Cj~tl� _ � /� � 1 ; �p m [a1 z .^o> n PU� I Z - mc�:TfOrNrynai S • '� . �NN I � ��9A+�9to�-rGr r� m tiU� � V� �i:� `cm��� C7 � � � ' n � S�oVTr �2nN p � �• ' i � (l n �+1p�1m � q D �nY^J rK�� � M � � I f� t./ �2i,[pYiDC�� �� ❑D O ' I Z� ���� p � � � Itl i0 I G9 �z „ Mc`"1�,'���5,. '� aoo i r i��'nn �v+nwn� ' ��� � o0o i m ���a,�.v�'Y:o��`So �1 �4 $��_�,�-,�_- ,* �.�3p�A �mr�'n� r ,�`���i��$�i Y + • ov tl�naa.. r.-.vr � r �m� � Tr �no i c�n cmz�x cs m � moo . A } a ..c�nc,m ��orn �o mmrn vr.o in Y� �000 vmmroa �a r.-� r � ]7 o m zx zmoo muAi:.°arno�" �v �a � ��ii � n p �� x�=�xi � ��n �m m n moo � ns sv�rmin �'mrn� sz ww��° n 'n°nn.�a �mrc mn az XXz�n � '] �v '��ni�n i�Aa�� �� �`�a�" a� r� n Q G C � o ��qc�i� �mi�Z oi ' rn O� rrr�n �CC uT1 m np Z V+OCa�N �n�nY C�7m ��.NiC N r**'n � �-+ � m m �f'�mv ��0•+< T�1 1~+IA Q �NN7 � � � 15 oV+ Dflo OQ rn � � y m mNN 0�2rn 3f S 2C]O.. � O � x am x�n�• x m .... m m d��a u (f� o N r ��nvmir�n �vociin Km ininm� r�r ,�rpr�u=i W c� ��m�s �r�rn� vc� voo�n n o � � � W � m rru�� yi' �a f�{r� rp � y� p N N A �AW=N mnr� �a �jr.a � ' y` � O 9 �j � y �IVDC"� O�ZKrn NJ - • m f O � 1--�' o n ti ZNOO atC/��A� 2 ffl � c�i � S �Yp•+ N ��`i mOrm � n r+ � x mm�n N dl V � N HH tii Q O O � �O �+O �+ \ 1 l.l� � � •~ tll m 6� � _* r • a a 'Y O N � �... N O O N mq m0 � F.r' r r' � �K �A 'y, � o� � � N an an ➢ ' - p � � � - � � � � / ' � � , , 0 m = , � �� o cn �n nQi v rn v O C I Y Nq p m � � � i ('� � m m M r � N � � _ � N 1� ` � nm.-••�tn oY►.. V1 �OS�'��ooYbh+--n� m�g���— �-, � ; =i-z��'" a r��nn _ .�,o�� � n- r N� a�n �4:�r� � m�or `zv,nicgg�nrnm a re�i v� vT�"zvni�.���n N -.3 o.,�xo�n-�oa i�e��� - � r�o��n:�AFON a��� o - a� �N�yo.,,,N,N F� �"' �.-a'-n o - �,a=}m xrz�"o'n m � �w�-/i � a�d�n �vie:��n�.r. r(71 nn o ma.- � wnzm:n�w�>r.m�v` � n a�c ti 7 � r� a$mr A�m� � N p �•• ~ rnnrn�"�o a��:a v lA � Z �...o � a�� •qN��r}x� �1r71 C W i �nC� � g��' m m r.••r � i�C�Qn�r��nr.�1� N �n o z -+qn�ep�+�n yC9 N O O mp Y mr�v�- T � dM�S� �nn i �$MN �c4m�����r'�n a�d r a � " ��"'�'n'zom�g`�'s$m>: n�i n»a � �=m~`� a ��i'i m nTz`no�yop�-'"ii�y�i uNi nns➢c�miro��N��i' d._. � � v+-c+�n N u�r�2 z on�`=o :� � O� IY 290��m�;v�mr 1 `N 1 O� N a;oo' m NC O 1 r+/�1 �Crr9 2 00 � ^ -- izn � N�m�y ' i -1.. � " �` '..aN� � �s m�; m�_v, -$n : � a�d��ois��v � �i �$�z��. �y�aN r "Kr� �niru�ne,�mx�� N � "} d2n�n .�n��ovYoab mLw 1 �� Cy = A N� �-I�1 nTt �9 m N'�Zm2 �`-�/ � I � � omC��� n�nm N * 1�S O .,�� �M�aN�^ �ms � 9 � �AmN aa�o�g�'�'�� �ti �A � � �p � �o � �� ��a iss��,�in�iR`f' � / +fy uy i.-.� - �nc.mo n� an..nio�=.r�w Q . � � cl�a i y� � m� � � ' iP�n:i$��oqm"nmr�.� � n s�$�'r`a�:s �'^s6n �� � � y � �..;�=�o.__� ti � -� �� o � _� nz ,nc /�cnc�5x ga �� _y�i��,nr ,,,_ � i m $a�nwn,•� �`��� oo� czg�n��nmstioTd�`go ,� ao o-m�v�r� - � ���� m�raz•rocn�N���a� `, � . * u��P P x ; • CV bN�arr XCL� � Tr �O� l"1�"1 m �O O r 1 y{�[l01 mmlT Qr�O y 2� OQO ruf r i•a SOa'" � �C1C7C A �7 o m z= zrnvn m »x L n o ci a r� xm �ovm � �i xxxzx c+a »m w na i��min �w A �nna� � � m ��ar� tn�nc=i x x rNi� n Q � �o �0�2� o �m as-an � � II) m " Z N ��N ���� *�*�1 N � � � m b c��rCnmi mxl yNNi � m c7 i f+1 tl 1A f�l Y � � m I�IIAN S 200� � � C = ��amm ��aa i i�i�i a ' � UI r arAnrNnz oaow� orrin u � ITiI� a o i rr��o 0 ' � c o ; An�'x�H •'-'m � A � �1 N � o v W y Z � � 4 n I N �v f�l ~ � � S �ZpO ��W � O � H �h 2 W W f/1 � n N " Ll� � �` N Q� � r 1 � � V rO ' 1 � N -/�� -i�tl p N�+� N.+v � P � � � � y N O o 7 3 � �j n1 C . O 1 1 4 O p V V �N W[]I IO 10 m m O m m O N.�.� N.�." � 1 r* � �r� a o 0 0� � D ��� Mwn virnn � � rn � �r� � � .-n Wwn - tD� lT �' `I �C X r N N `� N ' - .� � � ' N m I � • t t y , N R OI Q Iwm N0o n � � � � b � T N rn Q II o N .� � a � o �, 2 z' - o+ rn i x_��m_-_ _wo� - .r �n soo���e.,�n� �g�:in,n�n�n� c� rV N - r�m-e..o:.niar"' r�Wn ..n r �� �s:�r� m�or - ocna�n�* b 9• 90« . n,":����$n�ur... a���rin. .34.-.�2�nn;:ni�� O��� u "'mn�m`" a�iin �Q� ~'���n.,.�..�� x� �n� rQri`�� y o a.Nn=inr-.��oe"vm � rc�i.+no �c `d'�n x��vm"�-�n�Si�' n�a r�c � �nYm�D4��••�rimngpS p H � 4 .. ��n-g a$n��"(S�� 'n a ,� � m�rc�iu+n�e r ��n e z �...o a� � am� a�+� r>=� �iTi � a o o� 7 n �_ ul r C =Zm�v�.�������u.u� rn o 11 ,+nir��v-.OmKO�^in � � O O mb " �� oR�� o a nn y �n'� �Ca ��� sn o � � n�� �.+ r o�� A � 4 �m�v�� �A�Xn N n... � �s:ny�n ��t�m�. � ti 4� ^' �n "4�g�n4�z���z o � N �ti O"' _ m�9d�Y�nypN� � rAnDC�vCi2�=� �r �~y = p�u1OCY�2➢�tI��yf� �' NLSrY O �0 Z+� 1 Llll "non�N� u+ � ov g ,�d„4a. o i m � p�C�y��0�+ tJN.� 1 Z(] ��z p � N d2,.TmpyNj-�.m�y ONC 1 \7 Y C y r .mx }N�oo �yy�4���N C .�. 'a �y� '�r3i:`$v� � nCw,� � � xr xru4rnc++mz nc �VON y $zn�$ � �x,`"o r�o� `� r c�o� i �rn � �a� g i_.v ��nrrii�mn�`Zarmn90�m„ 0 � �n rav,-� m�- � (1� � � �y �nr��no�vo�^c����im �� ...W... i �� � I J ��a'^o " rm "� 71 � - � � Ni xtNa�r� y m �.-. ... `�mc,r�4 NO�N 1 -'"'^an��n�oa�:nRi � � � oiao i Yczi mm� ..x,�, �m��� r � m � ��b-�,o��^��- <;_ � y � a� n v� oT. � �� � �n ��=i�$y��� 'N o$ x� �Tm_ � ��� ��x ' �3�� 000; � Y��y��nn��v.n'wn,"w � m CL ovmN^�T 2 p * ��� o0o i =m+ry`. y0 iqO��Ob � ..�-v m�p2�no�D�N�SG�$� x � o� ms vo�c tl�n�a.. �r.+�� x�r =m� �r r rcoa � nn cmz m ..n qdv /1 � � r r s-.c�•-. innm ���� mmn� �o� vrrv _ <J w r =� � � m-• o0o vmmva r.-� Rn r � � o m ix �o N sw St�Sov mv�i�n� am c wa�i � � o �ci eo miaa I�I���i� Z���i �a'o a� mwn.�a �m -��n on r s �: a xcr �vrm�n �xmm� ww d� 7�0 � �o i� �mia Tmo�A ��pcuci ao�� Nx xxaNi� � � m Yfr- :�i�.-Ix �o�=fA 3p7m=�2 m �O� Rrrn � � � n g y�� rm N77Cu1 ��rnS mnr�i „NC NN V���n � � A � 032~ CrC�� �1�0�+� fnA C �NN7 � � � g m /�1 - p �1 A f]i m p{/� n n o T p 7 } N m �..�i m�nin •-.at=r� a� � xoo.+ � � x �n m�r �m z�n�' x »•- m m o��p r in_. v+1oMm u� - �x mn y � � x � Q N r A �= ru •-•ainm �oonin uu�m� nr. �rr�n � m xa�� rY+i�•nmAx ��fxrn-. 000v� n'n o ! Y■ Q c p � m �nNY �AW2� �n1C1Az 77.y. �� � � � p � ) � � •/m�1 �xV�GI o�i�rn+rn � r~+� r � � v i � N ~ m 7�f�91p 7NV� �.-�.7Z �� O � � � »♦ t Ny +1 ��+�� 1N17� �2 OiO�r S O V102■ Z�� 6� m�m � n N H f+1 = SAOCA � Z OON � � m ; C r'+ N C� o ; i � z �x o �n - x m 1 � " ' v � : � H-iO JHp `` W v W N�C N.+O ll' \ 1 ��� tO � umi �Qo � a � o� in . i Y� mm � �� VJ 0 �mo ��o Ill.. N••�+ � �r+ � 1 f� /b 093 'QJ n �y� ^' ��a mmo c+ r n+ - ' O ' � ' �a � �n z = N - o o .� .- { � � � m ' w o� �, , o� ca �� � � W� o � � O a a C W O R1 T N � a d u � r r � Z � � 2 ��'C W �x-��m----� �ax... rn N o+ d�o�^=�aosa�'msu+�� � r i nNA�^�c-� � rjm-py� xd�N � � � r�un = ,.,�� p lJi o ^• � No �n � nv� a�ar mm - n v. 'vn�;.nn�L:c`ou`��am rm w �Tu�rr-2.n p9 1�TOrt 9� z�NC�x-DYO2 O,N 4J :on�n�`ncit r 0 0�+4'-R "��o�nv+wass� �Nm � m• c n K 9onnTi�'�iC of+s� N r[NAnno r+ n r1� N'-' d m0.�0c � �nYm�DC�^�sr nO� . � W H ]rJ • $� `nA q� � �-- � "czc�innN4n.�xy�mo � in � �r.-ci y �ma •aNr��m:=y� �7in i� r a o� � =omo9 � nrr'a,�'� ���n lJ� a :����an:@c#iN r3��a o inn a �� ����~: � z ��o � �nN .o`� H ti �v� �ni,n� ��u��n��' � 'C r a � i .Yir1�'��-2-� xti p W � '1 N 4.�V ' �y �4�Cm mOi O �� m �rzir ... o- � r�$o��o_����= ui � aa?`C��Y�rnnN r,.t� .�ocn�-m �� s� � �n�a"ximo�zQ�',:� F' "'i�. .ou�����'in.cr ��� N i C mp*q �n o � m 1 Nn�ti� ���F^�mS'N WWN�� 1 2n n 02_� =y�nj�mr"tiOti�N' 1 1� O � �� S �➢iOv�iontFyCi� %p�r=� 1 � � i v D O � ��,�� �T�NO�Om�xrn�rpnP R NNONN;xy fn $xn�r'� -nc�iio�`� � a ao m �p�io�p`�i i� � 'fic��nnm.crm*m�+�img � � � �o � �,^.��r.�x:sa�:n �'m= i y A . " .e�n� ..�� .vN •i/ I � � umi ���` ' ---1111 �nr�1� .o�"'u� nDr�f Q 1 � � ip ' J �� N90 o �� �i � U...1.1[71... I • p I _) �..,� � �c5z��`in�noci �� � � � N rnNN i�2 C �" �n�n-.� F m�.v�cnyz mm��nmm��v��rn� W�mu�a i yc� f� � � �ymn�in�ra�� im� � � � �� O s v ��c�a�n x w- n y N � � � o�� o$nc`:i� �'��v� �� � mm ���7 �=x=..� ��_9��n 9 b� �j o000� y �n��,.��$o.�..�,.� �/�� �m C�avnC^n'�m MlK1 Q��pQ� ..y��..�oiio��`go * ��w.- voN--^',„_^ �' :�Tin•` ..-,�a`��T����rir x = oa vina��. =m� � �r Ho� nc� m m o o � � a ccnnm m�m cr.v � �n 7c� �.oao �.-� r p � s... soa•• a �nnc L p m =_ =mop .+m ��_ m � � ' fa� r��on� �� m�oob s � �vyi =i�omN wwa2 NNNfA � '7 �o "�rVi�� �d"��" xxx� Q m ��ci�c • n rran � C � N S C IN/1 �7 N O #�k s�1 n � � � n o ci �'��5�c�x � N� w+an �c m m namau�i mm ' �NNy � m m�n�n s xoo.. s � C � z v��mm "�i s i��i o O N r ....a�nm cn�nm� �r��n `� c xarnrnz 000in o � ~, � iN+ � A T D W=N 7 7 w � � � � O f w ti p Nm� m r n N i..V F-�' " 1 ti Z�OQ � p 2 U1 W = a=aw �ncnr G'� �--� O�O�� � n N nl � Z 4 4 U� I � N al O �—� O � V O ' r � N HtiH HHti a o 0 = �i N :rd NwG W � � r oa� ,� m O ppn ��4 �N r..U• ONICNI ' ��m mmm 0 0 N.�.� N�+r* � �r+ ■ �'* 00'QJ � n ��� � � ' NNn 171U�'7 vv� ��� �J1 1 1 W W4 W W6 - d O a o ; ; { ' - N ... ... y i � ■ O N, I Q oro � iv v u�v � o v a �m .�m � m m 1Wir � � W r y o u� O � a � a �, O a Z � m rn � i 0 0 i � r_Y-nnm.--�in -�bxr- 9 O �oa �.%�oa�9�+-�-n� u�9n�C-• h�Y y _ - nonu+`� �nr`�� rnUr _ q�r _`r'�m mm or '^�� �zm�^.�z�No��a� n v. vmie.nn- - rmvi n m..�n ..o�o-�'n vyarov N i rn.r �?A�+vifi�C�Y_D..�G o Y ��A O 7 �.�'.Nan�,mNN � ^. n""„ N o.-n"n 4 oFinai:n �Cz'ronim o- �N��'�1 � �� ov`.;v� �� �n rn� n � ��s,�n.nas., r�i � 7�� ,.. n�a:a�avm.�n�m� O �"' Kc' oc�a(+��ti�� o � x� 7...0 y n^�c;i�noN��m:2S"o �� � i a o° '� � � ti4iT z�1A1/�1 O C Y2mnarsl"�n�� 1�1 M •O v '�r31�.."or.�smaSN . r.��a O W � 7 f�7n � �n$ ��om ��9cur . � 5� ��n � 'dvaN�e� `�`�~��u"i�a r o � �_n�zg�.,�c:av�. n�i n.-� � �i,"n�. ..ao'c'T ��i a a r - - � n z�o�a��a���:�'x o Y � an�^e�r orwnnm x. m�Knu�i�m� ��NN,..� O �np~yN2Z�aa�p� S �� L G �vzd04T9N�2Nma IO� � i i m WN�+ � 2n a's-�isSN^ ►C' -�9vp i ws ,-nm� x..�mrY NC a � r 2z>��o�gp �n~�u�C]s��NnyY�9�� 1 1 xr ^N_��� m,�, o.. p n�r o .om.z.x amv �' NON �"s 1.-.H �=��m �m�ma����z sT,9 �o���� �m�==T`"^��^" ^m= FO � y "'=Tmo�. ,.,�m _ /v� A +➢iimDc➢itN-C�y��1b •,/ ' I -{ �on N�Qa�o�nr�-. N Q { �0 ..w.. i ec � a v '�=noti�za�r_ � �1 - .x. `�� n n�n�onRi � �� AN�� ' NO�N� �-Z N���,: � C7 � (A o�oo � �c� _�rna��vN�o�m`"r'�mm � � � � y V� �nMm $ �n;o .`�� Q ��i,:�ao`nc:s� � a� ! � � ��� i i� �mr"� a��r��''=�acZix � s�-.n�..x��o nw : � ���� aoo i m �-o�ngrm . o�Kaa _,,�y ooa i FmT;sN��m`-� ^ * ��,�j{+`- �n` z�a"����p� � � • 09 �N�t•+ =m� ^ �r �p � c�n m moo `J A � ' �`�oo rmmi Q..v� ' � � p i i.~+ soA" � �nnc o n� xr an+oo co z�ac � � d Q� �3 r �i� xz=zx �m n�-�im � jrJ Q� am m �n.-. � 000� s � � ��yyy � "vAi �i Mamcn wwyc�i :�x`{�' n Q � � H � mo AOy-�j=N ao�m s�sr�n � � z � 2 Ng� �, »�� ...� � � cn m = A� � � `�^ L=1 � O rn c�iir�+fot�n mT }NNy � 1-.-� r y �' c Q � CC x i 1�INN�W ,�r m v9QG � 9 H �C1 vNamm . . �2 a � � 3 � r a�nrn u��nrn� brrm n � [] R1 C/� � ��rnmaz aoofn n 7 � � o � � � m Tsonm u� e' � CD a �i Uj � �n�.r x in 7�� �i N � v w H r =u�imi ta � . � -�- n� ITJ r.,vrn � r z oa � � c=i Hj `�' � � ozaH mmrm � � ti ,,, �„� u z u�i cvi�m U o H� C �' o ro G� ' 1 � = p d ��a �ro W w q p r+�v n�»o � a �n ' � � r oo� � � � � m Ppa ��o �N mm W W . mmQ pmq N..e� ry..rf � �N � �r' 003 3 � '�, � � c�n cnwn I 1 a�7 NN� a � P 4 m m G � ' - ' a � _ ; � � - ",' � � Q o o ; r m c�'n � ."�iv mv n o a n ia m .�m Q m � nWi � A � � 1 � r � r n ,� o Z Z m rn � 0 0 � t_t-nnc._.-�tn oYr- O O 3a nx:oosmcmi�`n�� - u+nn�c- ..m ■m�� n :n..`,=�no -�,v�� - .r.�c' .`"n�n�� N� 4•,^r --r�.�r.�i mn/u p r � �z�:m^i�a4�,� d mr v ._ no�"- N_ on rum..n fn �••t.a;nx- �n 'nnrv� O� P � O -o��-u}.xt��roo N O��~n �...N W7 i w�r �'vNeiCc t�yv4iv;i L� M AOmN4 „���r'TNN t� ^m � . o p �� m"s`�.o.'� coaono K OONDt�n.���oo"�� � moon� � ~m :��`�� � .. � Qnsm�n���: tia�v� � n 7 �+ n�n..o�o$m. NW'�� � xc �s~�ofT�+:�wY�to � Z a o �CmN��1 y mmr6 •mr`n-'nm�$m�xo �r�1 � � m �N 4 m�00d r z x O f pr*fa � �a � Z=mo�o'�9�T�ZON,A � I M �6 n G -+oT�a.+N 3� � W v o voayl l� n���- . m65 a�eti,o . � t r v � �ap O d d ! d��pg ��O ��6��y�� l.l� Z 0660�4 � S n Fi.�.:.$r� y � a � �NNNmr � +z:��$�-.-etam.. A �aoo4 � �� $ �'oa�m o���i o ooc ~ � 2^99O^�O���r Y _ '�nne�� o��nn,.�` ctc� a$zac��r. .ou+ �i� � = ��n �n2n`esma<yv�v� r "�eQ xv�A�a�r�N,.`.� i C m�zp��MOv�+ O 1 �� , �W/-'2rm��u�i WN� � Zn 1 �H - ��t�Su'. o'a i •a mz �s-�n` r os�nnM�n �nY�"'d:^�N���J+a�� � xr z.-.oN n�:ya.�. IVON� "� Nr�1�Nb�.on.Z-.zm roma ' ' ' 1.-.-1 na2n��` ct+n�o�.� p .1110[]I I 7rn ^m�_na�> W N°'�m� REQ�� �--� a �mx^� n�Nm � � � wn� `��oN �m� � � �.�n�9..�..�- �-� �'O " � ;n o ��A�� /� , �� N �u�aao.r�o`u+�n'ao _• ��O �-w�+ �" � v+.,�n � v n N T N i�-2 Tmoa^�'�o�-'�' Q T owo � �c� ��T ���r� � � � � $:��� z�r <�- Y� � 'N- ' O L i r� � j }Z y �*2ioYbC►Y��N Oa � r� �Y, O 10 I Cf �=z'^� �a'"'=^n�SY � N o0o i � �� $nca;� �o+nwn,:i � �� ood i m io�D-Nv.�sso�de`$a �m 9Ono aciN�o� '9 � �� �a` - .�S $� y * ��7 x : � a� ����.. =m� rr �a nn m moo n uAi > z� Coaa mm� v..o� . A ry` o ti �+xon" N vnnc o m 'zz zrnno m ��x � r � o �i�' x�xi� �Si ���� � am m vc�.+ � mncn s na =vr�nm WW � 7 �o y'm=���o oo�c�i xxx� y � m A�ci�c� • x� rrrn c � UI m n � � 0 2 NOC f/1 »NO r*r�l ` � � � 4� �L�lrf1S N.C. IA��1'7 N � � n m m nvr�.dvri mm iNN-ri p m mu�in � xoa.. � O � �� � (�] r ��Ainm cnu�m-zi ��rrul ^ � � ��m p Z O O O N � O � � � a, r a �nWz� �a.+ � � �n ni r N � � � N ~ a�ar=+rn m � � " � � o0 CO � �, � m �z�= o�omy � cr .. N o V N - F_ Ti N � 1titi 1W� ._. � W o r + N.�v N...V W � ' . • m � N 4O� 3 � G 1 n I� / r +' o:� o0 �. � � mmm dnmm N»� Nr+r�+ � �a � ��rt O O 9 j � �H► tr�� � � � o m..v eQa V y � ' - _. N 'c r;X ��� N - r � (.I�Wr []IWw { N N � � � � � � � N' I `-` OOOA N.+p�6 c u O � momu ��ryo�i �� r� '� � pN kN Q Q C � � • � � ~ n � U � O O ' O � I.T 10 W Itl In r mrn orn Z r N A 2 oY+- oY9�F-�n� �S�r�:� m�m��� u�nm�c- v �� _ ."�m^_on� ���'" � .a r�cnn - s, � n r u�i� - �m mm or �za�icno��. .- � d V� �cs a� ni r o��n�in m . n.. -�n nnrN ro�-v�a=�ia�n..rav � ar. c�ssa...o o�a� d 5 nN� p N OJ wN�Lnnm_.,�`w z�9v �rQ""G __ p A1 C W � oo�u�i�t�na���00Y�O� �IIVYly7 rn�'^�� o��v� ����m n orrj � �nzm�nc..�r t ` ti � a .+ n�`a�o�o$ n m�i � p ,,,�� � "czc�u�n�an3.�x��`o u� .�.�i Z oi y �mo 'ain"�3im:2soZ,�ir�i , � m m• 3 7 9n �_ O�T�ZONN �A M�f C m�� � 1y V rm�'+��Y�Omttl�N d � 7 C]6 " m�' Q��~ O Or � 9ng ��a 'd�� �� z nr� a � � � p' �im" $��;�.� .— � c �� a r o � ^��g���m:nm.: ^,� � ' � �rzy N C.�� � fi�+ �oo�'d�o���� W a O a � c p"' � D�nciboqtrn0-timKti` O TOeyN2mY< ���n � r N9�O�xS�4ei�N�� `�zir xva:eo�rv'.,:r 1 C mOY90' T9�+FyGy � Nn��ip m iC',rr�1MQy�i pI�� ❑N~ y 09 mm�Y mxi>iCOONa+��+� �y=Ov�O��iuNi iT�.r. �_-� . ��� o� * p�apr p � az"•am�x,x* yrvav y 9Zr+�iR �9G��IONP� O I 9r m�c' �nnm.cmmv� Nmz f. -c�• �,^n��?namr'�^am�`i ��,� n��_�yF��nnm. ��v. Q � � (� �nfi� .o�'"�:�.$��i� � Nno o r �1 - $�xz�roYNorr� T � rn m�'oon.�niro-nnyx �� (p m�� �m<_4�_,`���5�,� n� � Nnm��o��i�� <c�n � � ...p ��y 0 n �n am S�iMoo'n��`..Y., �N �A fJ �=z� � mo`an'..�ac'Sx �,'9 �+'•��� Cza��C.Am y9FN��M � r.�-�o��n�o:�o�'w va ' ao��-,�i..m�" * �3� i-W�n� Qi��"u.��r$�i x ; ^ ov ro�nar.-. . 9 � roi �� i m mao `J u C in n m �c pp cp m v rrv r s� raoo rn r.+s r 7p 1� o a.. .-.xaa-- a vnnc L Y � M C22 2Ap100 11 m ��� - �a P �1� S22=S O G]� n'�f�rm+l j Cs7rN 3��mN � WfY p �nn�y � � �O ��Z.�.�A O 00�� r x fN.m ~ C ma po�zu�i �f ' � +'ran � rn m � z �6g:..`" �, ��w� ...� � � � p m m t�Sir�Vav� � rnm , anlnly c rn rnulul � zrao.. � � C z �m v .-.- m o��o � v�amm m - . 7pz r i � z `� O N = mam�i � ooav~i o�-`rfn � m �niao � p 0 � p a �aW�a rn »H �i '� � U] o � � �s�`�ifi ' rn r � W � Z �O 2 � o � � o?n� a mmr = n � c� rnam � � z rn oom IV N o I O ' N �� -iyytitiyl �Iy-itiHtiti � • o o a �---� eiurWru»v acnaWr�...v � i � � � � � � � � � � �n n � m N W dvOp007q �,�.NWWNa � �' N NW p P�AW marr�. P �+NmUw r�OCmr {f p VO1WUmW O(71P V V rl � mm��Wmm mmm0(��W r F p O � I O�UsfyN.�.� 01[71aWN.�R � � � � � �R � � ■ � � �A V � 000Oq09 ,,,�NWWN � 1'"�► � ^� Pa�.�rnr...n mp...... n � 111 N»vmo� i�ieam» 7 � . N.+...NW-,IG 111WpIp1VOa a ' - o � w��rxx� r�==��� � ' - u' �j W.-m.�cnw� w.-m�crWr+ y � � � � � � � � � � � � � � N ' , F' r o000000 » V 1 aN�aqO.+� c71N 1 �V10� V NWOO(�1fpNQ WOItlId+�rWC (7 V oo�plOp.�M FVmrIV6Va� Q r X C C C C C �C L C C x � No�p1trN NOmpIDN � • • � � � � � � � � � ■ � w � oa000p U� . . . . . _ '.�. �GO�NOP�p �ONNN.�N � � mvm�iaw ���mm�a Z n� s, m V 1 O � V � ^+ax..- o � �o`N=n zoc-`+�,��msu�`-'� � -c-:mn`��a�riinzo.N oS rv '�oFF��,nr m � m r�wn Nc obu� �Dn0�2 ¢ � $ C�Or - mm x�:'�°micnau`+�a r m v� �ni�>nn� �v�i`n r r, rNtn am�1NIA -Qsi;v�+iiu.��oa vj r a 4.T �a��.+c`+c" :nivi � Q ��p" d � V v mo7 ~r�.��Dn�m�,� 'L� �� Z v N . a�+4"� � a.T➢c:m ��TLa�"�m � v rn '� `oin mK:9m���^mmi � mo..~� rcnr.nn 1 Oy�n�ONc=i.r-. r O p N ti � ,� �+ n�9.p-.m�ybbMstA�O� O LN+ � amiGr'LY�GOc+��-iN�p � Y � �•••O y m�� uNi9�rLI� �� O-! � Nm � N P i O 09 �n n u �'�a'���i�4��i� �d�o v V v a wn c�i "��~ .� i �nn °' �$m� �con���ng�T �+ `� � � n p � r a � � o- � g p �2 n 9 t Om�G N�y� N N N 6 r� 1 �* i a�n � P P p(/1 � a�"=-n$�o�v�z»�= � � o oV� t_o n$zn�zMx<�naN`,�� r. _. � su _ � �is='" r' a� qNx F ps �� o N�ii iaon-m�z�'n`� i� c ox v�. C o � Nn;�io. OCr.92OG LJ� V Nymrt �my�m$�u� mo�nao�ic N N � Dr�uidr=•muci� ca'��� tl� e� �i s�__Y�.v�+�.�1�9�m � u �nl��nnn.W2 � n�'x •�m��O��p�q � � Mx. nn m O1�i � � �� v�Ns��'y"n�nmac Nm � . ninn T.nTOrn� r�p_N S• ➢N��e�y` N prp2 y �DmN ooroN�n9��� I-� M11—' " �I^ � Q-�N�m�e�trn�d�`N�noa v ` � u'onn�a^�:.�.::`�>_ � O � �1 N "'a�T��`T �� Cj� � .� 171 -"-'�aTn➢N o�: ic�- y rn � `oo..:�Xn��: 4_ r � .z o� � � , � ��� 0 ����z ot u�'�ann`� 9Y n p ;yanC�'➢^nC'OYn+^inn � ��'�a�N��'����,~Sa •P b��,l� i❑ $ m v�r o � �!1 Fm�ni�o�m�����nr�~i * ��•� V Y r • 09 'C111A�.r S Lm� � y �} �o nn s ca moo �, N ; c tn n m ac m m rn v.*v }� -�oaa rn r»� r A � � o �n Cz= zmoG v �a �»sm � '�1� SZaSZ= Q �i n7�l1� m nr =�Y'f�TN .C-� WW A ARnD ■A � (/1 1.2.O N • - 7Z NN�VN A 7 ��p A-y-2j�C � oo�� Rk6� � Y f_/�OC Cy {�/� N >>�o r W r�1 � O � � � 4'� �G7f`llS O NrCi IA��n � � � �p m m nfmaN A mm , fNNy w a rn mv�fn � s xoo� c � a i Am o .-.- m o�ro ° C r �'�aumim o ininmz �r�-�uxi a v � � �am�z ca ooc�n o o O i rivao 0 � � p A �A1WSN m 77.N+ i� �. � . N p n • • r.� r � � fJl o � -i. y t9n m� � rn �" ~ �..�� � Wwr ([] a czi m 2-�= m �ou�i � rf _ N O� P N yHH titiH � O O N�+� N�+V W 4 � � � � w �i m ��n �n �'u � � N rna otn � • a.mm mmm r W i N.�A N.�A � m � �a � �o � � C O� 3 n /y� V .. � � »n w n N a mu'n t1'i�an - r" , � ��� c�� m N uw� cww.- y ' - � � � � � � m ' ~ 000n :. � � m r N , U oui.°�iu �NWM O � C C C C ary trN � � � � � � � � n Vi O O � N.� P D O lT � � ..�.W Wa 1 I A -N-�'�oYt- N � `2c `-'amoozy�.-�n� a0inr�zv � -mCozs� w Tn�pin^v�9np�C-� � H�UICI ��'� �c�9:Y �+]]rN � �1• r ao�.�; �Nr _�tl Q c�or =�caY ~ mr� � mm �oa. ncgo �o� p r m t9ii� r m � O��1NV1 a.�«`` � ��n ynrm O s ar+ =o raSrx�Y�=d.r.a� m N O��Oj ��;:m� ..,��cs�n:�n�n p t N p/7�r6"p, = ~p� s � R �INn(yl7 O o�NAti�9��}�Ond� r U I110rO� K r C O � �nzm�nn.r.�y :nnm� N � �r3 V � .. ��nog o$a�z±�� Z �Y �..o � "�zc��"'�a ` - yay o� y m4 •pNm rm92- 1��D1 f �O� � = m0� ��9�fi��NN A N "r u .�om:o�-u. � m .. o a n��_p-' _ .oyi�o r o oma o snn � �n2 �C9nn�����N V � ��d d x NS p p A av� r�1m.�.m2�y nN 9 � V = O \ � z.iany� n��$mts N n...y Tm m�p:� n9��2 � O� _ �dO4C�'�Siv Qv w ^onnw�p } � n]]Y�nC�yejI�onANs�ti W ���NN4�n 2 v� �� � �nd0 2 OAv�x�YN '� m d;�2 290nwmCYr� p1 y v oa Ov�� ma iy , Z �O�Atim�Zr��9pN O ��I�mi��S 9NC -_a�i=oz>����cv��: N * Y�`^ ��.�ny���p�E.r, �A ylm�l�ilnC'=iFmx ril � N� t c avm�2x y ar�a � Rc�l� 02nT� ..fDG�IONP��g � r r'x+ na ommm=?Mrcnmu��Nm � . c=inn9�� 9m� � Q � .��Y9 snv�-`�pn��Np ti A NjA"N$p�~?`^" N V _ � a ��==o�N���_ r o � N a n�a��n}i � � � �4An�a�a���� � ' � �A mm v�T c;•.rr� � Nmm��y�N=Qin iC� � � • �� S�Z�OODC�I � OL r � � �� p��z ��vmN'vvanw �� � y�..��'nrmi�$Tfr�i+��r�.� �xoa���� =x���Sn q ld����i i�-u�-O -O � p m�^AYNZCLim�w��r4� � ����0 � : � � I' i � ^ o� �. j I I i - � � . a" �� m � w"^Q i , s��r 7 �� � I I-"= - _ - Yt ..r�1 � . � 19 . . , ^ �� I w R i w n � � ti r i / � A d � ti � �� � �1= _-_- 1 r � � '� II I I � / � n » �I I = ..� � h% rf r_ ' �I � � rn �� -` a. : n � I I I D �, �� r ; .. c� � - -_ i� � �. ,; � ,! - � , � -; = _ � � � i� _ � i / � .., �i , x I� � :,� _ ,. �i = � �. �� � , � ' f ;� c - I i ` : -�l .� °'_ =° � „ i ; � I, / ! �C?� � S = I� � i ., ---�— �� n �� --�---�_ (� � � c � �� � _ � _ , _ � � . . N �� .. rP _ ;' / � ., :� a . o .1 � .� , , - C � � ' �� x r, ,' . �—..��� .. �+ " i: �/ r n: •_ . ' � `��" �� � - Z � " � mx . c � i; � ` � y I T � n . �I , - _ � ,.� _ � � i ° C z I� � � ' r � a z .. 5�-lp" or •r x, N y '_ .. j % I. c r" �I • : ci o � �I ' � x � � ' s z I� ' � c _. `� - I c � � � a � J ji I • � 3 i � � �I � .�.-na\ � � ., I �'- � � �' '� o � r H �' � I 3 � a � s � N I , '+ � o � .. '' '' I � 7 � R � ;I �I ^ ^ �c p z� * R��isr� ? N�� � � r ~ �' � C '`'~ L� � F .` � a � o� � � � � "' " � �,�'� c c I a a r, p '+ 7 i a' �� � � n o- , c � � I I� ' ^ a � n� T-?� d !'y �+ z ;. a � �; � , ' ,'�, ' � � C � c � • � N � �1 " �v�'. �`_' '. � -� ' ' �' r- r , r*� '� � � � a � -• � y. � y � "e+ � p a o � i �% y, � � '. , �' = 7 `. w . � ^ • +..« � '' , �A��r� c C � ' - ' - ��� � C,� N .Y T - F �, ,' e ' � �3�N� �1 �, y i m • ;r � � �� . r \ ` � ., ,y ' II�,F � , / \ o �, , .=F � � li' � �� � \ \ ,. � t.. ��i f j � , -�� - — r I � �� �� _ a �� _ N �� -r i •i 4 � ,K, '';q� ,� � ^�-----• , �. 1 I � _ � - `\� `��•. b � ! r .I��-�'��..�-���r/. -'-t���� . ��-.����_.� `.\�.�•� N / ^I ' - \ � 'I � � � � ' I \`a `\, � O �I L ��I . � �� r I 3 � �� '� • ^ f �_ .-_., r -- - - � a ���-� -��- r• \a� . �_._.._ . _. _. . `•_tl � .- �r. �.,T ' � - ,, .r_ � - s - ;i �.�-- ;:I ' - - -- -- ----- � EER ,� .�. �ER 6/ �..� - ��y�' N� yd Waz � � w `� � � � ��� � � � � � � g � � - " � '� :.1 �D- � 1 � � J � �Q+'d.� b 5,�� a W . " ~ ._" �s��3� �I O � � � a � u � v � � � 4 ,., i• O , F ~ Ii � � j� . �' u U � R� yJ ~ s � � f T � . :.i j � Q' i � ��9 . � Q (.C" F�' � f���!� w q r!: � . y � ��k*y +n i 'd w 3��!! a S7 � ' W : d�• � . a h -- � � . ����i( � e N • G i L C] � C Q V � ; - =� � E' � p �p� o ` � �Z�"�2 o �r. r M� 1 w � � r � � Qq i�s p �,U " .� �j i :J �+ • • y i��; � � r _ � � C C q t � � 3,� A � � •b� � / !4� a�r x�yy ..y� � �=r � � r. ���: C . � � 'y � . . . YI a7� � � lL�� . . ��� � � j��i h , r •Z ' . ' , ����. . � � . � '� � , . � ��i;j ; � , o � , �� � , .���� p a Q :j;�� � � ��+, y a � � ' p �`}�E �' V ` N !' b „ ����� 4 � Y O 7 . 4 � 0 y �1�i� d' y- . .�. C � W ���(� �� y 0. Y ��j;! - . � ' Y ►_-s u .; �} _° �.. `-rF�� o g . - � � f � � - � a��$ c � • • ar ��� y t � '. { 7 y � � p � � �,, �ZS• � F. a�oo�lno �no luaw•1ln� ol, � e � .�i a � �I�4 a k� � r • � � A � ��Id1ilE� ^ � ar Z la���A � � � � a g C � ^ i A � A � ro � r W �.. . � � � � � ° r � � + O �7 — — • � c " '- F'� p� y � Y / a �. • > > � p y . -� Y y M / p y " C T � � _� ' 4 � � c1 � o y p f �F v . ,. 4 v� ! � W � 0 r i . / + �Y H � , � � a � V . �. Q � _.... . ,,.. ....,,._.,,..,. :u,:: �N,.,,.....�.....:.,�..,.,.,.,.�.._,,.,�.�...,s ,aw,..�.,,�.�«�„�r.._.._ - - . ,., .,.... ;.:y'�. � RECOMMENDED CONNECTION dETAILS THESE AETAZLS ARE INTENDED TO .SHOi+I MINIMUM REQUIRED CON1r1ECTIOI�IS R$COM1riE'ppED ' ``:� BY TRUSWAL SYSTEMS. THE DETAILS DO NOT REPLACE OR,SUPERSEDE ANY DETAILS '� SP�CIFIED BY A PR0.7ECT ENGINEER OR ARCHITECT ON A PARTICULAR PRQJSCT, NOR ;� Ha1VL. THEY BEEN ANp1L,XZED FOFt SEISMIC ANO WIND FORC�$ ACTING ON THE CONNEC- � TIQNS FROM THE RESPONSB OF THE STRUCTURE TO SUCH LO�qpg, �T IS RECQI�ig]qpED �' THAT THE APPROVAL QF TH$ PROJECT ENGIN£ER OR ARtHITECT BE OBTAINED BEgpRE y USING THESE bETAILS. BEARING REQU�REMENTS SHOWN ON SPECIFIC TRUSS DE$IGNS � MUST $E SATISFIEp� INCLUDxNG CONNECTIONS FOR UPLIPT R�ACTIONS. � �� TRUSS CONNECTION TQ EXTERIOR BEARING WALLS �, TRUSSES Q Z4" O.C. (TYP. ) �� � �, r' V�` HLOCA ' �4 �ORS BLOCK $LOCA HLOCA � � 4.� TOP PLATES ° • CHDR1 :� � � �STUDS � � A � 16" Q.C. TAUSS ' c;- $ECT. �-� � (TYP. ) �TYp- ) PROCEDUREs 1 ��TOE-NAIL BLpCI( Tp TRUSS i�1IZ'H 1-1.6d COMMOAI NAIL. 2 PLACE NEXT TRUSS AGAINST BLOCIC AND TOE-NAIL TRUS5 TQ TOP PI,p,TE WITN 2-16d COMMON NAILS. 3 ENp NAZL THR�i1GH TRUSS IIVTO BLOCK WITH 1-16d COMMON NAIL. 4 PLACE NEXT BLOC�C AGAINST TRUS'S AND REPEAT STEPS 1 THROUGH 3. 5 HLOCKS MAY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (OR EQUIV. ) FRAMING ANCHQRS. SEE. MANUFAGTURER'S CATAL0f3 FOR DETAILS AND SPECIFICATIONS. TRUSS �ONNE I INTERIOR BEARING WALLS �` „� 'X' BRACINGI� � B.C. OF TRUSS OR OFESS/p � �` END VERTICAL RUN �0 p� Nq� THROUGH TO BEARING. �,� �,• NIES e�' �v~�Q`� s�3r�6'� . a v � F1ALL M[JST H�GHT SPECII'IEO ON THE DESx.GN DRAWING OR �C 1/� MUST �-�p Tp THE CORRECT HEIGHT. USE 2-16d COI�lOId NAILS TQE-NAILED INTO THE TOP PLATE Cry14 THRQU TRUSS. �A f OF CAL1F���`P DIAGONAL ' ' RA ING I5 REQUIRED AT ENDS OF THE SUTLDING 'X' BRACING I IN.A2x3 MATER�AL1WITHNZEBd NAI S�EACH END. SLOCICING S TO EXTERIOR WAI.I, DETAIL IS RECOI�LEI�DED. TRLT55 CONN Tp N�N-$EARING PARTITIL)N WALLS � � a1 PERPENDICUL.AI�Tp TRUSS FIALL PARAX,LEL TQ TRU$$ � Z7C4 BI,OClCII�1G � BOT CHORD BQT C�i B 2X I TOP PLATE �+�+ C � I TOF PL�►T8 SECT. C SEC� � . . 1-16d CO2rII+ION NAIL OR � 1-1Bd COMMQIP I�I]]►I;, OR .. , .. 24" O.G. SIMPS�N STC (OR EQUIV.. SIMPS�N 5TC OR EQUIV. TRUSS CLZP T:tP. TRU55 CLIP -- _.... ..._.. FILE NO, CD-1 .. . oar�: 9/io/92 T R��.: OES. eY: L.M. GK. BY: �-.�_�� �_