Loading...
HomeMy WebLinkAbout2001-P04323 - accessory structures G�TY OF ORONO PERMIT 2750 Kelley Parkway- PO Box 66 Permit Number: Poa323 Crystal Bay, Minnesota 55323 Permit Type: A��essory stru��-es (952) 249�600 Date Issued: i2iai2ooi SITE ADDRESS: 3360 Shoreline Dr Wayzata,MN 55391 PID: 17-117-23-44-0101 DESCRIPTION: UBC Occupancy R3 Proposed Use: Commercial Permit Class: Building Census Code O/S-Building Permit Type: Accessory Structures Permit Sub-type(s): Building Undefined DETAILS: Approved per resolution#: Separate permits required: Eieciricai(staie� NOTICES/REMARKS: �,----�-------� ..v.. ...:..::t:.G... FEE SUMMARY: Permit Fee: $ 623.55 Valuation: $ 48,000.00 Plan Review Fee: $ 405.39 State Surcharge Fee: $ 24.00 TOTAL FEE: $ 1,052.94 APPLICANT: Rollies Sales&Service OWNER: Leroy Koehnen Hwy 27 West 3360 Shoreline Osakis,MN 56360 Navarre,MN 55392 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE TI�REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. ---�T 0�'YtCC�o'I APPLI NT E ITEESIGNATURE ISS BYSIGNATURE Cooies: 1-File(Signitures Reauired). 1-Apnlicant, 1-Monthlv Renorts, 1-Assessine, 1-Finance Page 1 t ' �-- � � Tutal Fee: $ f � ���J � � � Date Received: << -�/ "(�� � Entered By: ��� � Permit#: �1(; y �_�,� =� � ��^l< �� j ��_ - { CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. � (please print all information) � THE APPLICANT IS: (circle one) OWNER R CONTRACTOR !. JOB SITE ADDRESS: ���pjf �j ffp��.�.j/tl� ZIP: .�53 �� NAME OF OWNER: �, ���1��( PHONE: (home) 7�� --'f 7`��-lo�'� +Q(7 8 (work) �5�� � 7/ — ��£��- MAILING ADDRESS: ��/„���� ;,,�� CITY: �`�j/�,�ZIP:_ --�9o`c . '� �CONTRACTOR: �I�I�S- S sa��.� 5�����r� PHONE: ,3�,0—�5�9'����� " �i CONTACT PERSON: �"'�"y� �Tj'��,/h n. F F MOBILE/PAGER: � � � MAILING ADDRESS: /-f y �7 ,,�E s� CITY: OS�K i � ,�y�ZIP: S(.��D ��� STATE LICENSE: # _ �T �, o. ao x E' ARCffiTECT/ENGINEER: ��,S r �'+ssc��.i�'7'�s PHONE: �l►g- �1P`I - ��8� MAILING ADDRESS: 1l� 5 �u�;r jpr�,;� ]� (? CITY: �;� �U ZIP: �(�S80 NAME: REGISTRATION 4�,r D rv �f-% TYPE OF WORK: New Addition 1� Accessory Structur� Move Remodel/Alteration Land Alteration �� - •��,��PROPOSED WORK(describe in detai�: N�y�/ C,�rlv�i� S �� Rvn. F s �� � `Y���-;� ��� a � `� STORIES: SQ. FEET OF EACH FLOOR � � C� NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ •�f��j�, ���_ I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accor ce wit the approved plan. APPLICANT'S SIGNATURE: DATE: ���"U 1 NOTE! Parade of Homes events require separate permit approval by Police Department and City Counci160 days prior to the event. Non permitted events will not be allowed. 5 ► � , . Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data conceming himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidenaal data;azd(d)the idendry of other persons or entides authorized by state or federal law to receive the data. 1'his requirement shall not apply when an individual is asked to supply invesrigadve data, pursuant to secdon 13.82, subdivision 5, to a law enforcement o�cer. The commissioner of reverme mav olace the notice reauired under ihis subdivision in the individual income tax or orocertv tax refund instructions instead of on those forms. Subd.3. Access to data by indiridual. Upon request to a responsible authoriry,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is class�ed as public,private or co�dendal. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of ics meaning,the data need not be disclosed to him for six months thereafter unless a dispute or acrion pursuant to this secdon is pending or addirional data on the individual has been collected or created. The responsible authoriry shall pmvide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry may require the requesting person to pay the acmal cosu of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inforcn the individual,ar�d may have an addirional five days within which to comply with the request, excluding Samrdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or comploteness of public or private dam conceming himself. To ezercise this right,an individual shall notify in writing the responsible authoriry describing the nature of the disagreement. The responsible authoriry shall within 30 day�either: (a)correct the data fowd to be inaccurate or i�omplete and attempt to notify past recipienu of inaccucate or uicomplete data,i�luding recipients named by the individual;or(b)nodfy the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determinadon of the responsible authoriry may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. pATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the�ity of Orono or any of its departments may require you to furnish certain private or confidential information. You aze notified that: 1. The information you fumish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the eztent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request) to review private data on yourself. 6. Your full name is required to process this application or pemut. First Middle Last Address City State Zip Phone I understand my rights as stated above. Signature � 6 ` CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: 33c�o �l�ort�,�,�ti�. PID: DESCRIPTION OF WORK: �ve�.r GAw o Pi tr.s o�,-�. A ,,,,�J� ZONING REVIEW BY: W r--------------(�--------------DATE APPROVED: /2- 3-�� --- BUILDING REVIEW BY: DATE APPROVED: _, Z.- 3-�� FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes ✓- No SEWER CONNECTION STATE SURCHARGE Yes ✓ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) g -----/Q(�G�1Gt /yQ.r.J� ---N-�----------------------- ZONING CHECK LIST Zonui District: G+E�tv��� Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front(Lake): Right Side: "° Rear(Street): Left Side: Adjacent Structures: Wetland: Building Height: Def. Hgt. Peak Hgt. Lot Coverage: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: I.ot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 7 BUILDING REVIEW CHECK LIST UBC: N I� CONSTRUCTION TYPE: /✓�19 Sq Footage $Per Sq Ftg Basement z = 1 st Floor x = 2nd Floor x = Gazage x = z = TOTAL Estimated Construction Value: $ �(�$f�pv°s Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Boazd (Mfg.) Well (State Permit) _ZL Final Grading/Filling _�[ Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Ezisting New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMI'1�: 8 ,y_'f•-r':• �°�'�-�' ��' ���i�� �'1:!:-r'jFj�=; �-'� a u''i� PLA� �E�1,�i�Li? .. -' —;- � PhS Associates Inc. s _�:T;��«;.____....---��-- "^^""— — � � �RONO CO�� � �,� ,. - FNGINFERING-DESIGN-PROJEC'CMANAGEMFNL „ O � i";_ " ',-1��,._ --...- _.__- . , . . .. __ ' --- --- -- 105 Hnle`prise Dnve /��� � Wa�saw,Indiena46580 F' � .�� .�; ti, �) JOb�: C-�1-24t� r� . . . , .... . . � - - Phone:(219)269-5988 Fax:(219)269-2426 � �.�.�;~ � �-.. . � � �' - . :;i't ', , . Quote#:_ 12372 CANOPY DESIGN DATA AND RESUI,'TS � � RESULTING SIZES: . Customer Name: ROLLIES SALES�c SERVIC�_ Purlins: __ 1�f f�X� 9 _____ _ Construction Location: Main I3eams: 1�/ /(v x .3�v /���A2�2L ,,� Ends:---- Data: Center: Number of Colunuis: 2 T-Beam: Drain Type: LX"I1;RNAL W/COLLECTOR Columns:�� "x ��- "x 3��f " Clearance: 13 Ft. 6 ins. Base Plates: "x "x " Subset: F�Crs�i ,n�__Ft. ___ins. Anchors: -1 1/4"dia./col. L x�s.�i N� Fascia Height: _ 3 _ _Ft._0 ins. Foundations: Ft. ins. Square x �,��l a�rnar Roof Snow Load: 40 Ibs./sq. ft. Ft. ins. deep Wind Load: Z`(• � lbs./sq. ft. Remarks: Wind velocity: 80 mph Wind Exposure: -- C -- 'rP S �,�— -- Uplift Load: 22_ 1�-( lbs./sq. ft. Seismic : 0 Code: 1997 UBC Deck Information: 16"x 3"x 20 GA. ti's� I�`'R�a�� s ��r ►,����.�9 � - � � � � _, � � _ — — — J — --�-- � -� � " "� � Oo Jo �c ,� � _, -- ___ � � � � � " 3 3 -- -- —-- --- - - .� � ' " -- - -- - � � --- _ u.i��-�q s „ ,� �� ` 3 � a3 � �- _I_�`- 3 - �t g � -- _ ------ � hereby certify that t s pian, ecification, or repor; was prepared by me r und t supervision and pt,igned � �S� , 2001 that I am a duly Re istered r Ergineer under - --- the laws of the Stat of Min � a. 13`�: DAB/�-/�� Date ���� Registration No. �Z1064-1 Page 1 09/06/2001 PES Associates, I�1C. STRUCTURAL STEEL DESIGN:PURLIlV AIYD MAIlV BEAM E,IGINEERINU-DIiSIGN-PROJEC.'I'MANAGHMF,NT 105 Enterprise Drive Job# C-01-248 Quote# 12372 we�yw,t,�a�,�s 465t30 Customcr Name: Rollies Sales& Service Phone:(219)269-5988 Faz:(219)269-2426 Erection location: Wayzata, MN LOAD: LIVE LOAi� 40.00 psf PURLIN DESIGN DATA: DF,AD LOf1D= 5.00 psf Midspan Length(L) = 23.50 LR=TOTAL LOAD= 45.00 psf Cantilever Length(L� )= 12.25 ,� Short Cantilever Length(L�� )= 12.25 ft D1STRIBUTED LOAD: l.argest Purlin Tributary= 7.34 ft w=LR *Lazgest Putlin Tnbutary= 0.34 klf Yurlin Rollovers Required= 2 MOMENT: DEFLECTION CHECK: 2 s* W * L4 *11�28 in3���) — w * L � 4 M Midspan 8 = 2g2 in kips I na��spAN x�QD — �� *29000 ksi * 1.5 in 54 � �K W ,�L2 W *L4 *�1728 in3/ft3 f = M = c = 307 lIlICIj�S ICAN7'ILEVER REQD — � 77 in4 OK Cantilever 2 — 8*29000 ksi *0.75 in * 2 W I"�1 307 in kips MCantilever — 2 — STRESS: Ma�cimum Moment Midspan - 1/2(Short Cantilever) W-SECTION: 12x19 M M Inertia(I) = 130 in4 fb = — = 14.41 ksi < 30 ksi fb = — = 14.41 ksi Modulus(S)= 21.3 in3 S s RT= 1 in BRACING: 1 *(12 in�ft) _ 94.08 Fe= 19.04 ksi > 14.41 ksi oK rT . USE W 12x19 . . wrrH 2 ia�Rnr.s MAIN BEAM DESIGN: LOAD: r=�o.oas wps���.3a t���2a rt�_�.93 wps �,�� �� � ,�s�- p=(0.045 kips)(6.67 ft)(24 ft)=7.21 kips .��' 3•3s� Pdr1t�=0Z4 kips � ' � hereby certify that th' lan, spec�fication, or repon� MOMENT: was prepared by me u r y direct supervision and Midspan= 0 in kips that I am a duly Re ister d fessional Engineer under the laws of the Sta of ir ot Cantilever= 1279 in kips STRESS: Oate �'�`� fiebistration No. 021064- _sr:c�i�oN: i��6 M Inertia(� = 448 in° fb � — 22.64 ksi < 30 ksi Modulus(S)= 56.5 in3 RT= 1.79 in 1 *(12 in�ft ) = 67.04 Fb= 26.16 ksi • USE W 1G�36 rT . . WITH 4' SAGS Page 2 09/06/2001 , ' PES ASSOCiates, Ir1C. TUBE COLUMN DESIGN F.NGINEERING-DESIGN-PROJECT MANAGL'MF,NI' 105 Enterprisc llrive �ob u: C-01-248 Qu�e#: 12372 Warsaw,Indiana 46580 Cus�omer Ndn,c: Rollies Sales& SeNice Phone:(219)269-5988 Far.(219)269-2426 Construdicm I,oc�tion: Wa ata, 1V�N TUBE COLUMN DESIGN DATA TUBE COLUMN PROPER'I'IES Tube Steel Size TS12X12X3/8 Canopy Length 48.00 ft. Nominal Size 12.00 in. Canopy Width 28.00 ft. Wall Thickness 0.35 in. Largest TribUtary 24.00 ft. Area 1 G.00 sq. in. No. of Columns 2.00 Moment of Ineriia 357.00 in.4 Ivo.of Rows 1.00 Section Modulus 59.50 in.3 Clearance 13.50 ft. Radius of Gyration 4.73 in. Real Subset 1.17 ft. Fy 46 ksi I�ascia Height 3.00 ft. l,ive Load 40.00 lbs./sq. ft. ALLOWABLE STRESSES; I)cad Load i.00 lbs./sq. ft. Wind Load 24.09 lbs./sq. ft. Fa 23.38 ksi llplift Load 22.24 lbs./sq. ft. l�'e 23.38 ksi TUBE COLUMN CALCULATIONS TUBE COLUMN TO BE USED: Column load(comp) 30.24 kips Nominal Size 12.00 in. sq. Wind Load 1.74 kips Wall Thickness 0.35 in. K 1 over r 79.92 e Ca(compression) 1.89 ksi tb 5.26 ksi Combined stress(comp) 0.29 =<1.33 Combined stress tension 0.24 =< 1.33 Max.Deflection 0.33 in. _< L/180 Cc 111.55 � hereby certify t i� pl n, specification, or repor� was prepared � e or un r my direct supervision and that I am a d y Reg t r Professional Engineer under the laws of! State nr�e ta, Oate � R�gistration No. 0211i64-1_ r Z CtJ o m E m N \ � -P M D m t/) Z C-} a - M > m 0 -D -9 mDm0S-D-1 O-uImm�;Uc c -ucWr-mF- u a r- >Onzoo-u z© O � r D Z -I �00T-m z-�� -f p D O m 7z Cf) CA C) rl m� CIO mar°3= m �I 2x rq �LO o M r r r�• = o �m=im T� 1�1 /m JD 0 z C O m LN X x inW Z N> r 0 x' v c <'' T. �� z Q�=Oz -fomo1 —, >M(= O© cmCnO� DCm =omm� C��zZm 0K� m -�LnDm Cmaz)-i (J) mO=-fz z Z > -9D F--MMm Z0b m-,� mcwo loomo �7m0 mZ� >-f ;z -cn-h ma_m-D m — = -fl mm- < E ;6to r m � O C7QU) D�Dz QZC Tf p -f G c� 0. -f O� Q Zcam Oa m �- mCnDm� Cpm D C_F0 Oco a_ ZZ zc -� ��0a-i- Dam) KOD m�=f- �z�>--- -Ti uOcn �-f Oo-=oz�D z 0�DSD=-DzW M m - -f O cn - ao mmz- �zm�tn zr_=a b-C/)m� mem 0�m mDzz" az0�' cn a 0 D� m� U) a c)� co mDZ00 �Dcn�� rDO C-) ]2 -0r ;;o- ��c_) =0 W D MC= O D z0 mm Zz�= ;Ur- �oJmO Uam-o --f Orn m cDz" *O�= mCIO - �r-Zam m Cnz C)�bZr m C7 D cn O m O a� D � n� 06 EA -P� O m3 Po F) D D ^x 'mm m� Dm �� m* x -P �\Mu� ��nnD mC 00�� © xyV1C7D^\NOU) to m 0 fix"N T - � D z 1\3D v CA �\ TC) -Dm r— m� Z7 -O m C/) N U) 1'•i -T �x �mx C t 1 c� D m J C7 N _0 CX3 x x b --4 a _ rn QMH c7m=��C W C> (/) O l P " " �z n > f� yam=C r -- :C3 - - --- --- ---- - Cf) iv D - - -- - - -- - - - � -, -o N W �ZNx \ x rTl N _ CD " >m m\�} Z� - p;\ � � m D m 00 C7 m 00 T> N mCD Z I F- �m U) m > m D c ;;3 a -m O m K�;u z 0 C D O o N C/) o m0 m m a- mm r -m O�C� C:mC - -m c -o C ( OM zo m o* mm x Q -u O t3't m — z O -o Z7 Z - > rn F- M > m 0 -D -9 mDm0S-D-1 O-uImm�;Uc c -ucWr-mF- u a r- >Onzoo-u z© O � r D Z -I �00T-m z-�� -f p D O m 7z Cf) CA C) rl m� CIO mar°3= m �I 2x rq �LO o M r r r�• = o �m=im T� 1�1 /m JD 0 z C O m LN X x inW Z N> r 0 x' v c <'' T. �� z Q�=Oz -fomo1 —, >M(= O© cmCnO� DCm =omm� C��zZm 0K� m -�LnDm Cmaz)-i (J) mO=-fz z Z > -9D F--MMm Z0b m-,� mcwo loomo �7m0 mZ� >-f ;z -cn-h ma_m-D m — = -fl mm- < E ;6to r m � O C7QU) D�Dz QZC Tf p -f G c� 0. -f O� Q Zcam Oa m �- mCnDm� Cpm D C_F0 Oco a_ ZZ zc -� ��0a-i- Dam) KOD m�=f- �z�>--- -Ti uOcn �-f Oo-=oz�D z 0�DSD=-DzW M m - -f O cn - ao mmz- �zm�tn zr_=a b-C/)m� mem 0�m mDzz" az0�' cn a 0 D� m� U) a c)� co mDZ00 �Dcn�� rDO C-) ]2 -0r ;;o- ��c_) =0 W D MC= O D z0 mm Zz�= ;Ur- �oJmO Uam-o --f Orn m cDz" *O�= mCIO - �r-Zam m Cnz C)�bZr m C7 D cn O m O a� D � n� 06 EA -P� O m3 Po F) D D ^x 'mm m� Dm �� m* x -P �\Mu� ��nnD mC 00�� © xyV1C7D^\NOU) to m 0 fix"N T - � D z 1\3D v CA �\ TC) -Dm r— m� Z7 -O m C/) N U) 1'•i -T �x �mx C t 1 c� D m J C7 N _0 CX3 x x b --4 a _ rn QMH c7m=��C W C> (/) O l P " " �z n > f� yam=C r -- :C3 - - --- --- ---- - Cf) iv D - - -- - - -- - - - � -, -o N W �ZNx \ x rTl N _ C) 00 c D� r— F-z - O -u O :E� >� zmm m m m aQc� raC m>km� azo r O A- m �D z o 4s. � ;;u; m 0 0\o y j z = / m -u / m � j ^ .-Cl m N D K X � _ mMa rn x z r - m CD c o D Zm o--(�Z O U) D _ C 0 -u COQ m -(n-j u Z m _� ZD D �OmCD Co Q z m � C-,, c O►T mo© �zz� m 0 mm r�1 = D Cf) w mD a m mm 0 m Z7Dcn a� z Z C D� m > \ D 01) oz -v _ 0 M z -f � �>� 0 m 0 0� C!} Zr mea Z m Co C) TTI y z A D 0 a —Z 70 O C c0 b z-0 ZCD C m 0 ::E z D " >m m\�} Z� - p;\ � � m D CA m 00 0zza m 00 T> N mCD Z I F- W U) m > m D _ a -m O \ K�;u z � mMa o N C/) C/) m0 m m a- mm O�C� C:mC Dm D -m c -o MDQ ( OM D Z Z< m o* W a O t3't m — Q} C Z7 Z �} > \ ! x D F- O a m C) 00 c D� r— F-z - O -u O :E� >� zmm m m m aQc� raC m>km� azo r O A- m �D z o 4s. � ;;u; m 0 0\o y j z = / m -u / m � j ^ .-Cl m N D K X � _ mMa rn x z r - m CD c o D Zm o--(�Z O U) D _ C 0 -u COQ m -(n-j u Z m _� ZD D �OmCD Co Q z m � C-,, c O►T mo© �zz� m 0 mm r�1 = D Cf) w mD a m mm 0 m Z7Dcn a� z Z C D� m > \ D 01) oz -v _ 0 M z -f � �>� 0 m 0 0� C!} Zr mea Z m Co C) TTI y z A D 0 a —Z 70 O C c0 b z-0 ZCD C m 0 ::E z all U) 0 D -u m �� �0 D �a C] z Q m ZK: m cn Q 0 Cf) z m G K m M o Z DCD r _)r- --i m COD D ;;oa C_- F- r D 7\-z a W W D W N CP m CIO N 0 r - O N -I z x O \ m X T N N -C7 C D DC7 O � rn z Dqz z z�0 Q a m -f m ��F- 0.. mm m Oo� o 1-0 Co cMc = M O zm W m Z�� z`1Q c) r m W " >m m\�} Z� - p;\ � � \ D CA J \ 00 0zza pD�a1t7)�PN 00 � 00 m O mCD Z I W CC) m D m> m -m W m 0 K�;u :u mm mMa o N CC) F- m0 m o�© l mCIO P -r- c -o C a ( OM D Z Z< cumLl — o* W LO O t3't tr Cl)� V) all U) 0 D -u m �� �0 D �a C] z Q m ZK: m cn Q 0 Cf) z m G K m M o Z DCD r _)r- --i m COD D ;;oa C_- F- r D 7\-z a W W D W N CP m CIO N 0 r - O N -I z x O \ m X T N N -C7 C D DC7 O � rn z Dqz z z�0 Q a m -f m ��F- 0.. mm m Oo� o 1-0 Co cMc = M O zm W m Z�� z`1Q c) r m \P = � -uZ Oz� " >m m\�} Z� - p;\ � � -�-IN \P mx" D CA 0zza pD�a1t7)�PN 0 Z � 00 m O mCD Z I W Z G� CYI oiW m> MM --j C CD W m =r � Z � Cf) CD D o N D �0 x D� P -r- cil A .A ( cjl m P ' W LO -i V w t3't tr Cl)� V) Q} 3 �} > \ ! = m \P = � -uZ Oz� " >m m\�} Z� - p;\ � � -�-IN \P mx" D CA 0zza m _ 0 Z � 00 m O mCD m I cli � N Z G� CYI x m> MM --j C CD D =r � Z � Cf) CD 0D\ o N D \P = � -uZ DD " " >m m\�} Z� - p;\ � � -�-IN \P mx" I r 0zza m _ z � 00 m O z � m x rD MM --j C r 0D\ o N D �0 x D� P Z mea 0 C) ZDr m P 0��i D CO _ m = I 0Cz = © �;zW N -rf = O z --q cn w muco C v ROQ Q D C m D f z =� m� m. N o ° nm C� � � ;u .70 C7 O aZ!' -oD Mw (Dwa) r� m N3-U�rn 0mK(�-nKq-0cn -r- -0U)U)-q (A _�-uw F,) m 3 -irn Am�tn D� �� Dcn�-�C7r.3 zap m m -O 000 O Rif Cl)DU)()• mom• m U) mOCOCDmM. m -7o U)=• r rn O- r -r -m z -�=m G� o m CD v v 171 O -f z �-t� -nc < �7 m "D C/)zu z� m �DDc z -D 0 rm =a f X` M>` a, m -t -a c -Di m r- z O O0 a �_ m�D 0-1 D 0 D m m O -I =D Z = -mI Z ti �D n <�' mD ��D 0D =0 mCU)=>D CZ D z D C m m r - m 0 -9 -9 -r-I r-,-1 r � rr- O r ��= r r m � °'� � D� D n --i m o trli ��� O � O D D 0 r r r m o r ys: o N mC) �7 U)r UiD mmm < D'� Dz z m m ZZ0 C -I -{ - -� mr 0r Dr C)0-Zmr m r © �s N p� w �mZgmOc r z D(�_ m m Q1 w DN D (Jy Z mm C1 W -p A C)U) 0 D KOD U)q m oc)> C z �S`� U) CC)> Z pp 4 m tst m d •-* -* Q _, r a {n 0 r LJ C C Z -I q 0 m U) Z DC7 r, r m - S 0 0 -� rrl D r m `'s C U) (� D D z n, a, .` O -p r mmU� m� �D�m _ O -�cJ �Z -�r� r �r�pq z qq D �7 z?� z7 M-- �r-mm`rt K> G?MrDv-•1 C) --4 O D -• m Q) s Z O z rr1 G Z D () z Z m m O In f 0 O {� M -t z < m D- -p mTf 0) eo m �O Dopm Z CJD C Dqz r r,� Z � z00r U)Z QAC X ZOZ F- --J: X N Z m - D m O- jn -I ?1 r Z Z --1 -r, C) U) TI m C Z 0 Ti O Z r,, m U) c 0 C C G) U) 0 D �' D r 0 m� C U) -i 07— Z r 0 G7q = -fes D\TI z D m Z� Z m =�Z © A =�7t7D rO -� o z mT,S� D 0 zZ rn c-, c) --I;u CD — z -� O o0 o m o n cn a m -p m �� co o a O � O m D t i m� d tom,, K: r- r C 0> "� Z Z :t7 0 3 z3 `� o � 0 D � " m -I I.) o C) -+� 0 m -I v z z O _ - . -1 q ---1 � � U) c � � r m � cn m � r -I 00 ✓ cn °� 0 o a Z a q q m D D w A r� m z o N_ c 1!} D �7 O -� t7 D Z D D D p a� o� m m ra F - 0 �^ U)> un c- mmw c)r O cmZ � cD 0-4 Oo x Sm q _EO U) m D c�=- M c� m U) 0 C) sQ D •-D.,- �l 0 D O 0� - Z Crmc) Z G7 Dm'�ZmU)ZOZ m m {z Z �D 0�mc XD -<� Z= _j D 00 G C py c31 �{ eD - D a D CD's 0 C) • m � A r U) m Z =_ m rr7 Zl r tJJ r m z r �j -,; o -i� v) oDc�cO0 m ��=o =tea qQ m o z mz mO ODozmr �� Cm!) v Z D D r m m cn < - D O m Q -{ -, -�, o < m C/) to D- O m m m c� 0 r,, (A c D -4 U) 0 e U) .. n c go �7 fii �n m m a a = to : Qp q r r -I - Z z r- -= m -o m m m = -I -p m m D C) •� V J Z7 - s Z -I m r C D r 0 m C U} z < U) (} D rr, m r U) m 0 Vi D- r it7 m D X i11 m : t� D q z m C c- m r 2 U) C� - C) rT1 ( t=TI r a O Z m =- m r m r m m �7 Cl) z O cD co v z -o Zr Z�OZ 0-1 fmTlr= W U) z�-izl-9� 5 --I �zq Z 0{7 z - Mm ��-0 -Ic Om C) m 0 Rl Ill � o -, -� = U) _ - r z M r m -� -I z7 r M (1} 3.Q � N D -�� O to a Zia- Du) cn �« o �oAm� �m 0m>0>z 0-,•}O�q ,�OOcn �� (y *�_az r�Lo _ ���r Z j -�, m tp Dmf} -t C= m� z mCOS U)Z ;u Z 0 mD 0 ��" N qO 00 -r0 0 � D �mCCn U) C r o -0 a cp ca Cu o �, y c� r D ; c -i c m �_ r -i Q= C)1 m _ O U) � a, Q c, v rD S0� ()r A C -�1 <- m ��-{�-{0Z 0 m Dmf m m m O� D S Cn Z O c T1 0 (/) tel\ > u 0-i 00= D O � --t - I mm -< M zz D�7C?m O �< >m0 -r- m D j ,i ni 51 C r O -T,_0z =zx q m M> >mm zr,� z �� mr N N 0� � �� ca � � a A rel [p �_ m � C m r � -r, T = 0 �! m Z m� � m rTl D 0 D U) 0 0� m m K -. m r D O (A) 03 - -� rn W -I - D q Z 0 < -9 -< U) -O -' -r, Z C7 _ X � U) rrj -) U) C) �` 0 -i 0 m D r m � � Z r O V rn ;�' ."� Z co N C7 0 0� Dm mSZ rrs m r,, [n Oq D� O�mZ<z m O� I C)�mm 0r N C/) D. (� N N z oo m --f - U) z -I �) C) U} -I C CD rr� C) _ C) m j Cl) m N� � _ o o � Z N� N� 0 0MEn zDcn m �O �q gOggoz� a m rT,-t u)m� �-D+ � 3mG(n= � �O=z-ID rm 3 u, o O O t7 0� zr_ c -U) -I OD me zO Zm0 <�, >;;u = =to D U) . _� D (A U) O j Q 2 Lu O h Q N O - I 0 M y, < -1 :L) m U) ) -! U) ; n m m m O m I r -i (y - U) f7 m (7 D m �. _� X �� m� �(4 -IC 0d -ZIP trjZ 00Z Z M01=T1" � U)� qz� { r- C) Z MKCf) K rCX) it K Dim) T r - _ D C) r m < cc, = a n (') .� N N I, 1 m i Z z C 1 U) _ {i� Z= 0 C z O =1 m- A r�7 m o m P t -'o c'C O (LQ ( a _0-u�- -0 -o = m Ua � C) m S m C) O m O = O D O O � � Z m 0 � -O � A n -4 c aD to a t_ m Z z U) m0 -t m S � -Cml r Cr X C) Z = C S Z D 0 - i U) -I Ol Q < Cn U) C/) C/) C/) -i D c m ,- m � 0 m D Z r= m v) -I D -i m - i D o 3 N N of p N = m m m• �I M in• O -rl'� D D = � _ � � 0 � Ili � � CD tO {Q Ct � -4 � • -� = m m C m m � � D Z �l C) 'r7 r m m 'p - 0 rT', CA � .(i 0 m D m r 3'' A � -P C) m m U)