Loading...
971 PARADISE CIR REVISIONS 0 S!rLyr. J d - ; , ��'�� FILE COPS 800 Seminole Road CITY OF ATLANTIC BEACH . } IA _ _ j Atlantic Beach, Florida 32233 v Telephone (904) 247 -5800 FAX (904) 247 -5845 j'.-4.0.111 >P REVISION REQUEST SHEET Date: a- R- Ay aol b Received by: Permit Number: 1 - SFR - 3o1 Resubmitted: Original Plans Examiner: Mi kc , � ,,, Project Name: Project Address: 9 3� 0 rc „ a ( fie C.,-,r �rGd C'1 Contractor: At he. F; r ! C4 „ri„e.-t o^ Contact Name Contact Phone : :50 •0. - `? o Contact e -mail: �' '� s re _ - -- Revision / Plan Check / Permit Fee (s) Due: $ ,,"^`� ` e a ^" Descri 1 tion of Pro 1 osed Revision to Existin ' Permit: 1 .r.. 1a L L Ifu 5 SIG r at ■ 1-ter - fDNN Y.:n . v1LCi •Y etc C.)C,I j.D ill f • Additional Increase in Building Value: $ Site Plan Revised: Additional S.F. Public W / U Approval: By signing below. I (print name) rI I C g 1 , LeFfi- is inclusive of the prop • se l changes. affirm that the above revision i Da , 4, Signature of Contractor / Agent (Contractor must sign if increase in valuation) — te a a I � ' Date r Office Use Only ; 11 (_ f ) v E Date: J ^ 3 + Ao Approved: Rejected: Notified by : A t .: 2016 1 Plan Review Comments: // / i ��i/ Ole c R- v S ell' Co TYGC7 dX r © TE t — L T T0 Lo py, De.. ent review required Yes No 4 Building ni • anning & Zoning Tree Administrator Public Works Plans Examiner Public Utilities S^ 7- / 6 Public Safety Fire Services Date Created 8/20/15 Rev. 2 FILE COPY LI r Commercial & Residential Design P.O. Box 4915 REVISION Fort Walton Beach, FL 32549 BP# /6 5FR 30/ (850) 864 -3100 (850) 240 -3520 DATE S 13 / /6 Fax (850) 862 -0043 SIGNED /h April 27, 2016 Mike Jones, Building Inspector /Plan Reviewer City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 -5445 Reference: 971 Paradise Circle Permit Number Applied For Alpha First Construction, INC., Builder, Slav Koletskin, Superintendent Truss Layout Approval and Foundation Change Dear Mr. Jones, In reference to the about new house, I am the engineer of record. I am writing this letter at your request to approve the truss layout. I make the following statement below: The truss layout and the revised foundation plan, sheet S.1, is approved by me. I am not approving the truss design. The truss layout and design was approved by the truss engineer. If you have further questions please call me at 850- 684 -5007, fax at 850- 862 -0043, or e- mail at buckfwb @gmail.com. Sincerely, 4Ee&o a f0, ' ad " irfees Elliott Digitally signed l by Elliott W. W "Buck" Allen, P.E. Elliott W. Allen, P.E. DN: cn= Elliott W. Florida Registration Number 42137 "Buck" Allen, P.E., "Buck" o,ou =Gulf Coast Engineering, Allen email= buckfwb@ gmail.com, c =US RE / 0E 11'1E P.E. Date: 2016.04.27 r 08:22:44 - 05'00' APR 272016 MANNING TRUSS Bob Sutton r BS i FILE COPY 2/4/2016 2:46 PM 11155 Phillips Parkway Dr.E Jacksonville FL 32259 904-268-8225 Doma SizerTM' © 2011 2015 BlueLinx Corporation Version: 16.0.0.1 Project: J150608 - Breffitt Res. Usage: lD: BM 1 pi RVISED BEAM Max g D C Max Deflection: LL = L/480 TL = L/360 i3 1/2" 3 1/2" 565psi - 565psi I 18' 2 1/2" (17' 11" Clear) LOADS Project Design Loads : Floor: Live =40.0 psf, Dead =15.0 psf Applied Live +Dead Ld(T) Live Ld(L) Location` # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional lnfo 1 Span Carried (psf) 37.0 20.0 125% 0 0' 18' 21/2" 17' s.c. (Slope: 0.0/12) - "H" TRUSSES FROM ABOVE 2 Uniform (plf) 123.8 0.0 90% 0 0' 18' 2 1/2" Uniform (plf) 14.78 0 0' 18' 2 1/2" Self Weight If "Applied To" is blank, all plies are assumed to be loaded equally. "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 4124 4124 Max 125% 1548 1548 Min Reaction 2577 2577 Min 125% 1548 1548 DL Reaction 2577 2577 Min Bearing 2.09" 2.09" [Based on bearing stress below] Brg Stress (psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 3454 1 18' 0 3/4" 41 13300 125% 0.26 M(ft -Ibs) 18775 1 9' 1 1 /4" 41 45525 125% 0.41 LtRn(Ibs) 4124 0 0' 41 6921 0.60 RtRn(Ibs) 4124 0 18' 2 1/2" 41 6921 0.60 LLDefl( ") 0.18 1 9' 1 1/4" 41 0.46 L/1242 TLDefI( ") 0.47 1 9' 1 1/4" 41 0,61 L/466 USE: onCENTER LVL 2.0E 1 3/4" x 16" 2 Plies onCENTER® LVL by BlueLinx Grade, Depth, Plies selected by user Connect plies together with 3 rows of 0.162" x 3 1/2" nails @ 12" o.c. (one row 2" from top, one row mid - depth, one row 2" from bottom). NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Analysis valid for dry -use only (less than 16% moisture content). 4. Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5. Bearing length (Min Bearing) based on allowable stress of support material (Bearing Stress); support material capacity shall be verified (by others). 6. When required by the building code, a registered design professional or building official should verify the input loads and product application. 7. This member has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 9. Load Combinations: 10= D, 20= D + 100 %, 30= D + 115 %, 40= D + 125 %, 50= D + 160 %, 60= D + 0.75(100% +115 %), 70= D + 0.75(100% +125 %), 80= D + 0.75(100% +115% +160 %), 90= D + 0.75(100%+125%+160%), 100= 0.6D + 160%, 110= D + Commercial (100%), 120= D + 0.75(100% +160 %) 10. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern =1 for LL, 0 for DL). • MEE MI ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FILE COPY MiTek REVISION RE: J150608 - Breffitt Residence BP# ,� 3 hR .-o/ MiTek USA, Inc. DATES / /, , 6904 Parke East Blvd Site Information: CC . . Customer Info: Jax - House Project Nara = P • = • itit - odel: Tampa, FL 33610-4115 Lot/Block: 7 Subdivision: P. #dise Preserve Address: 971 Paradise Circle City: Jacksonville State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7 -10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 68 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61GI5- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8430957 F01 4/13/016 18 , T8430974 C01 4/13/016 2 T8430958 F02 4/13/016 19 T8430975 CO2 4/13/016 3 T8430959 F03 4/13/016 20 T8430976 CO3 4/13/016 4 T8430960 F04 4/13/016 21 T8430977 001 4/13/016 5 T8430961 F05 4/13/016 22 T8430978 D02 4/13/016 6 T8430962 F06 4/13/016 23 T8430979 D03 4/13/016 7 T8430963 F07 4/13/016 24 T8430980 004 4/13/016 8 T8430964 F08 4/13/016 25 T8430981 D05 4/13/016 9 T8430965 F09 4/13/016 26 T8430982 D06 4/13/016 © Lg L� O V L 10 T8430966 A01 4/13/016 27 T8430983 007 4/13/016 J , v 11 T8430967 A02 4/13/016 28 T8430984 E01 4/13/016 J 12 T8430968 A03 4/13/016 29 T8430985 E02 4/13/016 13 T8430969 A04 4/13/016 30 T8430986 E03 4/13/016 APR 2 7 2016 14 T8430970 B01 4/13/016 31 T8430987 G01 4/13/016 15 T8430971 B02 4/13/016 32 T8430988 G02 4/13/016 16 T8430972 B03 4/13/016 33 T8430989 G03 4/13/016 17 T8430973 B04 4/13/016 34 T8430990 G04 4/13/016 The truss drawing(s) referenced above have been prepared by MiTek ��� ���� Industries, Inc. under my direct supervision based on the parameters ,.`.00PS A. A <B'.i, provided by Manning Building Supplies. . ��Z`. \- E �N S F.:9�j,� Truss Design Engineer's Name: Albani, Thomas j My license renewal date for the state of Florida is February 28, 2017. _ / _ IMPORTANT NOTE: Truss Engineer's responsibility is solely for STATE OF Zv design of individual trusses based upon design parameters shown : O . <v on referenced truss drawings. Parameters have not been verified ', cc`' <, R \ O P ;` as appropriate for any use. Any location identification specified is � �'ts` S /O N Al- ON for file reference only and has not been used in preparing design. ' ' ���1,,,,,1��`` Suitability of truss designs for any particular building is the Thomas A. Albani PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA, Inc. FL Cert 6634 te Parke East Blvd. Tampa FL 33610 per ANSI/WI-1, Chapter 2. Date: April 13,2016 Albani, Thomas 1 of 2 RE: J150608 - Breffitt Residence Site Information: Customer Info: Jax - House Project Name: Breffitt Residence Model: Lot/Block: 7 Subdivision: Paradise Preserve Address: 971 Paradise Circle City: Jacksonville State: FL No. Seal# Truss Name Date 35 T8430991 G05 4/13/016 36 T8430992 G06 4/13/016 37 T8430993 G07 4/13/016 38 T8430994 G08 4/13/016 39 T8430995 H01 4/13/016 40 T8430996 H02 4/13/016 41 T8430997 H03 4/13/016 42 T8430998 J01 4/13/016 43 T8430999 J02 4/13/016 44 T8431000 J03 4/13/016 45 T8431001 J04 4/13/016 46 T8431002 J05 4/13/016 47 T8431003 J06 4/13/016 48 T8431004 J07 4/13/016 49 T8431005 J08 4/13/016 50 T8431006 J09 4/13/016 51 T8431007 J10 4/13/016 52 T8431008 J11 4/13/016 53 T8431009 J12 4/13/016 54 T8431010 J14 4/13/016 55 T8431011 J15 4/13/016 56 T8431012 J16 4/13/016 57 T8431013 J17 4/13/016 58 T8431014 J18 4/13/016 59 T8431015 J19 4/13/016 60 T8431016 J20 4/13/016 61 T8431017 J21 4/13/016 62 T8431018 J22 4/13/016 63 T8431019 J23 4/13/016 64 T8431020 J24 4/13/016 65 T8431021 P01 4/13/016 66 T8431022 P02 4/13/016 67 T8431023 P03 4/13/016 68 T8431024 PO4 4/13/016 2 of 2 • Job Truss Truss Type Qty Ply Breffitt Residence T8430957 , J150608 F01 Floor Supported Gable 1 1 Job Reference (optional) , Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:47 2016 Page 1 j ID: 4 CZ 3 cxZb9uzGWxzmNsnSONyDMRX- PnOQ751Ok82cCIOIA6b1ILI9ZFOathB9lCokv zR4JU 0 8 0 - H8 Scale = 1:28.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 - e - 9 - i ■ II v il 1 1 il 1 A �1 A A A II a A A 41 1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3 = 3x3 = I 16 - 11 - 0 16 -11-0 Plate Offsets (X,Y)— 11: Edge, 0 -0- 121,(29:0- 1- 8,0 -0- 121,130:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 HOfZ(TL) 0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 75 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 16 -11 -0. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 28, 15, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4 -0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. . ‘ 01 p,S A 4 "i i • No 39380 _ _ • i -0 . !lam • tT"�i- -j i - 0iF ........ 0R1 . \ � � , '' ��i , ` � , , ��NAL � ? C;. • Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t � A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Mit Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence T8430958 , J150608 F02 Floor 5 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:2448 2016 Page 1 I D:4CZ3cxZb9uzG Wxzm NsnSONyD M RX- t_xpKRmOVSATgvzVkg7GqZrAEf97c5 EJ FsYI RQzR4JT 0-1 -8 H I 1 -3-p I I 2 -5-0 I sr 0-i 8 1:29.1 3x4 = 3x4 = 1.5x4 = 1.5x4 1.5x4 = 1 2 3 4 5 6 7 8 42 wai ' DA MOM 8 I 111 r 14 U � it 19 - 16 15 14 13 12 11 10 ►� 3x4 = 1.5x4 H 3x4 = 1 1 I 4 5 - 3-0 I 7 - 11 - 0 1 10 - 5 - 0 12 - 11 - 0 15 - 1 16 - 11 - 1 - 6 - 0 2 1 - 3 - 0 2 - 0 2 2 2 - 6 - 0 1 Plate Offsets (X,Y)— f8:0- 1- 8,Edoel, F18:0- 1 -8,0 -0 -121, f 19:0 LOADING (psf) SPACING 1 - 0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.24 12 -13 >819 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.37 12 -13 >543 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 86 Ib FT = 20 %F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 607/0 -5 -0, 9= 607/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17- 18=- 608/0, 1 -18 =- 607/0, 9 -19 =- 605/0, 8 -19 =- 604/0, 1 -2 =- 610/0, 2 -3 =- 1493/0, 3 -4=- 1973/0, 4 -5 =- 1973/0, 5-6 =- 1991/0, 6- 7=- 1484/0, 7- 8= -613/0 BOT CHORD 15- 16= 0/1130, 14- 15= 0/1973, 13- 14= 0/1973, 12- 13= 0/2089, 11- 12= 0/1819, 10- 11= 0/1148 WEBS 8 -10= 0/791, 1 -16= 0/786, 7 -10 =- 744/0, 2 -16 =- 724/0, 7 -11= 0/468, 2 -15= 0/505, 6 -11 =- 465/0, 3 -15 =- 700/0, 5 -13 =- 279/166 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to ,` , � 1 ,, be attached to walls at their outer ends or restrained by other means. SO 4. III ,%N �� O � pS A q( No 39380 _ Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll -7473 rev. 10/03/2015 BEFORE USE. Mit Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/T911 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence T8430959 • J150608 F03 GABLE 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:49 2016 Page 1 I D:4CZ3cxZb9uzG WxzmNsnSONyDM RX -LAV BYnneGmI KS3Yh IXeVNmOKt3U I LQ0S UVHrzszR4JS 0-1 -8 H I 10 -11 -0 1 1 1 -1.15 1 Scale = 1:42.8 3x6 FP = 3x6 FP = 1.5x4 = 10x12 M18SHS = 6x6 11 4x7 11 7x10 MT2OHS = 8x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 937 III lil ICI lil lil lil lil bl lil 11 I � \ � . r� i N III III IIII II IC II I1 umA■111`= NT'amm.wA/IIMw.gmii 7 m■Ym■Y.liwYI∎ YI...mY ∎Yi■Y ∎Ylor�Y�BIB�YB1i�sei�Y —i1, I 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 6x6 = 3x6 FP = 6x8 = 10x12 M18SHS = 6x6 = 3x10 MT2OHS FP = 4x7 I I 6x8 = 10x12 M18SHS = 11 -5-0 11-3 -8 1 140 1 &o I 4-0 0 I 54-0 1 6 -8 n I 6 o o 1 9-4-° 1 8 0 1' 1 og 24-s+ 14-0 14-0 140 14-0 140 1-4-0 14 -0 a4-0 13-0 -3 0-3-8 0-1-8 Plate Offsets (X,Y)— 118:0- 3- 0,Edge), L19:Edae,0 -1 -81. [26:0- 3-0,Edoel, 137:0- 1- 8.0-0-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.16 23 >998 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.30 23 -24 >519 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.06 19 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 188 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4 -7 -14 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) *Except* end verticals. 32 -36: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 11 -5 -0 except (jt= length) 19= 0 -3-8. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) except 27=- 902(LC 1) Max Gray All reactions 250 Ib or less at joint(s) 36 except 35=672(LC 1), 34= 618(LC 1), 33= 636(LC 1), 31= 630(LC 1), 30= 640(LC 1), 29= 602(LC 1), 28= 766(LC 1), 27= 901(LC 1), 19= 3032(LC 1), 26= 4549(LC 1), 26= 4549(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 18 -19 =- 3019/0, 12- 13=- 4831/0, 13- 14=- 8019/0, 14 -15 =- 8676/0, 15 -16 =- 8676/0, 16- 17=- 7078/0,17 -18 =- 2900/0 BOT CHORD 25- 26= 0/2847, 24- 25= 0/7045, 23- 24= 0/8922, 22- 23= 0/8430, 21- 22= 0/8430, 20- 21= 0/5729 WEBS 11 -26 =- 1318/0, 2 -35= -663/0, 3 -34 =- 609/0, 4 -33 =- 627/0, 6-31= -622/0, 7 -30 =- 626/0, 8- 29= -613/0, 9- 28= -685/0, 12 -26 =- 3708/0, 12- 25= 0/2714, 13 -25 =- 3029/0, 13- 24= 0/1332, 17-20=-3791/0, 18-20=0/3861 0, 16 -23= 0/336, 16 -21 =- 1850/0, 17 -21= 0/1845, ` `` ``O 0 %0 1111 . �'''' NOTES- _%% ' `. \ , ` Ci E NS�• *. /° ', 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. No O 3 9380 _ 3) All plates are 3x6 MT20 unless otherwise indicated. ••• * __- 4) Gable studs spaced at 1-4 -0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 Ib uplift at joint 27. 7:-011i10.,z.:: , 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to • �_ • ,� 1. • • be attached to walls at their outer ends or restrained by other means. , r ' . �i� ` 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 401111/0 Uniform Loads (plf) Thomas A. Alban) PE No.39380 Vert: 19- 36 = -7, 1-18=-468 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/032015 BEFORE USE � Design valid for use only with MTel& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M 1Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence T8430960 J150608 F04 Floor 3 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:50 2016 Page 1 I D: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- pM3ZI7nG 13QB3D6trF9kv_wV6Sp74 ?icj91 OWJzR4JR 0 -1 -8 H 1 1 -3 -0 i 2 -3 -8 0-18 Scale = 1:28.9 3x6 = 3x4 = 2x5 = 1.5x4 11 1.5x4 = 1 2 3 4 5 6 7 8 .111• w w kis 21Npril Od - wis ore Mil , gni A I & .. - . 111 /41 W IIW I . 19 Ill 9 s W. 1 0 16 15 14 13 12 11 10 5x5 = 3x4 = 1.5x4 11 3x4 = 0-3-3 0- -11 1 -7 -8 I 4-1-8 7 -11-0 i 10-5-0 12 -11-0 15-5-0 1 16 -11 -0 1 0411 1 1-4 -5 2 -6-0 3-9-8 2-6-0 2-6-0 2-6-0 1-6 -0 0-1 -8 Plate Offsets (X,Y)— 18:0- 1- 8,Edge1,117:Edge,0 -1- 81,118:0- 1- 8,0 -1- 01,119:0- 1- 8,0 -0 -12] LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.23 12 -13 >886 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.34 12 -13 >587 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 88 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 1314/0 -3 -8, 9= 612/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17 -18 =- 1319/0, 1 -18 =- 1303/0, 9 -19 =- 610/0, 8 -19 =- 609/0, 1 -2 =- 728/0, 2 -3 =- 1582/0, 3-4 =- 2027/0, 4 -5 =- 2027/0, 5-6 =- 2016/0, 6 -7 =- 1502/0, 7- 8= -619/0 BOT CHORD 15- 16= 0/1238, 14- 15= 0/2027, 13- 14= 0/2027, 12- 13= 0/2125, 11- 12= 0/1841, 10- 11= 0/1160 WEBS 8 -10= 0/798, 1 -16= 0/788, 7 -10 =- 752/0, 2 -16 =- 710/0, 7 -11= 0/477, 2 -15= 0/477, 6 -11 =- 471/0, 3 -15 =- 663/0, 5 -13 =- 263/183 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6 has /have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 1111111 /� 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ,�1 �I� 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to 1.0 _ A p,S A. A , 1 t_ be attached to walls at their outer ends or restrained by other means. ` � �� 0 ,. • G E N -... 6) CAUTION, Do not erect truss backwards. •• \ S' • •• LOAD CASE(S) No 39380 1) Dead + Floor Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 - * ' n. Uniform Loads (plf) • — Vert: 9- 17 = -7, 1 -8 =-67 = � Concentrated Loads (Ib) - � �n�' • . []� Vert: 1=-717 . _ E • - : !'V. 2) Dead: Lumber Increase =1.00, Plate Increase =1.00 . . "'� � . Uniform Loads (plf) � - .4% % •• O R � ConcentratedL pads (Ib) 1-8=-67 ♦ ♦' ' �ss / O N A � • , Vert: 1= -717 "1111111111 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase =1.00, Plate Increase =1.00 Thomas A. Alban) PE No.39380 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 4 =-67, 4 -8 = -13 MiTek USA Inc. FL Cert 6634 Concentrated Loads (Ib) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1= -717 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 11111• i a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall F building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence T8430960 J150608 F04 Floor 3 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:50 2016 Page 2 I D:4CZ3cxZb9uzG WxzmNsnSONyDM RX- pM3Z17nG 13QB3 D6trF9kv_wV6Sp74 ?icj91 O WJzR4JR LOAD CASE(S) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 3 = -13, 3-8 = -67 Concentrated Loads (Ib) Vert: 1 =-431 5) 3rd chase Dead: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1 -4=-67, 4 -8 = -13 Concentrated Loads (Ib) Vert: 1 = -717 6) 4th chase Dead: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 3 = -13, 3 -8 = -67 Concentrated Loads (Ib) Vert: 1 = -431 INIM A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTeIOS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence , J150608 F05 Floor 3 1 T8430961 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MTek Industries, Inc. Wed Apr 13 17:24:51 2016 Page 1 ID: 4 CZ 3 cxZb9uzGWxzrnNsnSONyDMRX- HZdxzSouoNY2hNh3PygzSBTgDs8FpQ21xpmy21zR4JQ 0-1 -8 H 1 1 I 1 2 - Scale= 1:41.8 4x4 = 1.5x4 = 3x5 = 1.5x4 11 3x6 FP = 3x5 = 4x7 = 1 2 3 4 5 6 7 8 9 10 11 12 3 26 'L- - a - ' w I i WA . \‘7 I I plr . .‘ ' N 4 1WWA LN I F 1 &NOW " 1 1 di e V I I .4 25 24 23 22 21 20 19 18 17 16 15 14 13 5x5 = 3x8 MT2OHS FP = 1.5x4 11 3x5 = 5x5 = 3x5 = 1 1 1 4-0-0 1 6-6-0 I 9-0-0 15-5 -3 1 17 -11 -3 1 20-5 -3 1 22 -11 -3 1 24-5 -3 1 1-6-0 2-6-0 2-6-0 2-6-0 6-5-3 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets (X,Y)— 11:Edge,0 -1-8], F12:0 -3 -0,Edgel. R6:0- 1-8.0-0-121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.46 18 >635 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) - 0.72 17 - 18 >406 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) ' Weight: 124 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) "Except* TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins, except 1 -10: 2x4 SP No.1D(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 13-22: 2x4 SP No.1D(flat) 2 -2-0 oc bracing: 19- 20,18- 19,17 -18. WEBS 2x4 SP No.2(flat) REACTIONS. (lb /size) 25= 883/0 -5 -0, 13= 887/0 -3-8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 25- 26=- 879/0, 1- 26=- 878/0, 12- 13=- 881/0, 1 -2 =- 924/0, 2 -3 =- 2371/0, 3-4 =- 3419/0, 4 -5= -4098/0, 5-6 =- 4388/0, 6 -7 =- 4388/0, 7-8= -4100/0, 8 -9 =- 3419/0, 9 -10 =- 2372/0, 10- 11=- 2372/0, 11- 12= -922/0 BOT CHORD 23- 24= 0/1745, 22- 23= 0/2980, 21- 22= 0/2980, 20- 21= 0/3838, 19- 20= 0/4388, 18- 19= 0/4388, 17- 18= 0/4318, 16- 17= 0/3849, 15- 16= 0/2977, 14- 15= 0/1748 WEBS 12- 14= 0/1228, 1- 24= 0/1194, 11 -14 =- 1148/0, 2- 24=- 1143/0, 11- 15= 0/868, 2- 23= 0/870, 9 -15= -842/0, 3 -23 =- 847/0, 9 -16= 0/615, 3 -21= 0/611, 8 -16 =- 597/0, 4 -21 =- 583/0, 8 -17= 0/349, 4 -20= 0/477, 7 -17 =- 366/0, 5 -20 =- 636/13, 7 -18 =- 231/473 1) NOTES- Unbalanced floor live loads have been considered for this design. %• � ,, S ' /4 , ,,,, I j � � 2) All plates are MT20 plates unless otherwise indicated. , � � S p . 4,4d••./4,• e 00 3) All plates are 3x3 MT20 unless otherwise indicated. � $, t\ � • \ E N • / 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. % •• • i 5) Required 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be NO 39380 attached to walls at their outer ends or restrained by other means. ' r 6) CAUTION, Do not erect truss backwards. -13 r •� -iiiiiiiito Thomas A. Albans PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Cdteda, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply I Breffitt Residence J150608 F06 FLOOR 2 1 1 T8430962 'Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:51 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- HZdxzSouoNY2hNh3PygzSBTedsCZpQ9lxpmy21zR4JQ 1 -3 -0 1 2 -3 -5 0 -11-8 Scale = 1:28.7 4x4 = 3x4 = 3x3 = 1.5x4 11 3x3 = 3x3 = 3x4 = 1.5x4 — 1 4x7 = 2 3 4 5 6 7 8 11` i� ` �.e se a �1 t[7 — e llkWAIMIN 6 0 0°Iir , we ore ram :VA Rs a 16 15 14 13 12 11 10 ,� 3x3 11 5x5 = 3x4 = 1.5x4 11 3x3 = 3x3 = 3x4 = 5x5 = 3x3 = 16 -9 -5 I 16 -9 -5 Plate Offsets (X,Y)— [1:Edae,0 -1 -81, I8:0- 1- 8,Edael, 118:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.29 12 -13 >680 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.44 12 -13 >448 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 86 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except BOT CHORD 2x4 SP DSS(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 909/0 -3 -8, 9= 903/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -17 =- 909/0, 9 -18 =- 899/0, 8 -18 =- 898/0, 1 -2 =- 903/0, 2 -3 =- 2220/0, 3-4 =- 2908/0, 4 -5 =- 2908/0, 5-6 =- 2942/0, 6 -7 =- 2203/0, 7- 8= -910/0 BOT CHORD 15- 16= 0/1682, 14- 15= 0/2908, 13- 14= 0/2908, 12- 13= 0/3092, 11- 12= 0/2694, 10- 11= 0/1706 WEBS 1 -16= 0/1202, 2 -16 =- 1084/0, 2 -15= 0/748, 3 -15 =- 1002/0, 3 -14= 0/324, 8 -10= 0/1174, 7 -10 =- 1106/0, 7 -11= 0/692, 6 -11 =- 683/0, 6- 12= 0/345, 5 -12 =- 256/0, 5 -13 =- 432/237 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. , ��,```P S 1 q �I ,� ,' • ,`� \`+` .e •e • :: .* .��G •E NS F ., 2 /': • No 39380 *. / Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East BNd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MNTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence T8430963 J150608 F07 Floor 11 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:52 2016 Page 1 ID:4CZ3cxZb9uzG WxzmNsnSONyDMRX- mIBJAopwZhgvJXGGzgBC _POw4GZEYtbvATWVaBzR4JP 1 1 -3-0 I 2-1-1 0 -H8 Scale = 1:32.6 3x4 = 3x6 = 1.5x4 II 1.5x4 = 1 2 3 4 5 6 7 8 9 i �► -- -- � �-• N - 11 Y y e ►1 1 18 17 16 15 14 13 12 11 � 4x4 = 1.5x4 I I 3x5 = 1 -6 -0 I 4-0 -0 I 6-6-0 I 12 I 15-1 -1 I 17 - - I 19 -1 -1 1-6-0 2-6-0 2-6-0 6-1 -1 2-6-0 2 -6-0 1-6 -0 Plate Offsets (X,Y)— [9:0- 1- 8,Edoel, [20:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.20 13 -14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.32 13 -14 >707 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 98 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 19= 691/0 -3 -8, 10= 686/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -19 =- 686/0, 10 -20 =- 683/0, 9 -20 =- 682/0, 1 -2 =- 700/0, 2 -3 =- 1745/0, 3-4 =- 2387/0, 4 -5 =- 2656/0, 5-6 =- 2656/0, 6- 7=- 2392/0, 7 -8 =- 1743/0, 8- 9= -702/0 BOT CHORD 17- 18= 0/1324, 16- 17= 0/2145, 15- 16= 0/2656, 14- 15= 0/2656, 13- 14= 0/2601, 12- 13= 0/2152, 11- 12= 0/1321 WEBS 9 -11= 0/906, 1 -18= 0/932, 8 -11 =- 861/0, 2 -18 =- 868/0, 8 -12= 0/587, 2 -17= 0/586, 7 -12 =- 568/0, 3 -17 =- 556/0, 7 -13= 0/333, 3- 16= 0/387, 6 -13 =- 296/0, 4- 16=- 509/0, 6- 14=- 145/340 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be 5) CAUTION,dDo walls at their uss backwadsr restrained by other means. ,,s op, t A q , , - -,, i No 39380 'O .,e� • i,,ss;�N AL Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 hut A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building des must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence J150608 F08 Floor 6 1 T8430964 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:52 2016 Page 1 I D: 4 CZ 3 cxZb9uzGWxzmNsnSONyDMRX- mIBJAopWZhgvJXGGzgBC _POvTGYDYujvATW VaBzR4JP 0 -1 -8 H 1 -3 -0 I 1-5-7 Scale = 1:31.5 3x4 — 1.5x4 = 1.5x4 11 3x6 = 1 2 3 4 5 6 7 8 9 w e 1 17 by \Nr/Aiiiihh.lirmiriai, � 11 �i-�� 4I I 4FI V •11 - rrrr Y ■Y■11■1■ 18 17 16 15 14 13 12 11 � ■ 3x5 = 1.5x4 11 3x5 = 1-6 -0 1 4 -0 -0 6-6 -0 I 9 -0-0 1 10 -3-0 1 11 -11 -7 1 14 -5 -7 1 16 -11 -7 1 18 -5 -7 1 1-6 -0 2-6 -0 2 -6 -0 2-6 -0 1 -3 -0 1 -8 -7 2 -6 -0 2 -6 -0 1 -6 -0 Plate Offsets (X,Y)— 120:0 1 - 8,0 - - 121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.20 14 -15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.31 14 -15 >698 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 96 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.1 D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 19= 663/0 -5 -0, 10= 668/0 -3 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 19- 20=- 660/0, 1 -20 =- 659/0, 9 -10 =- 667/0, 1 -2 =- 675/0, 2 -3 =- 1670/0, 3-4 =- 2269/0, 4 -5 =- 2486/0, 5-6 =- 2393/0, 6 -7 =- 2393/0, 7 -8 =- 1652/0, 8 -9= -680/0 BOT CHORD 17- 18= 0/1273, 16- 17= 0/2047, 15- 16= 0/2483, 14- 15= 0/2393, 13- 14= 0/2393, 12- 13= 0/2052, 11- 12= 0/1273 WEBS 9 -11= 0/905, 1 -18= 0/872, 8 -11 =- 824/0, 2 -18 =- 831/0, 8 -12= 0/528, 2 -17= 0/552, 7 -12 =- 556/0, 3 -17 =- 525/0, 7 -13= 0/570, 3 -16= 0/309, 4 -16 =- 297/0, 5 -15 =- 152/269 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to ,,` , be attached to walls at their outer ends or restrained by other means. 0111111/8/I1 5) CAUTION, Do not erect truss backwards. S I�1- , ; 4 . /: , No 39380 .. E • . !U Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 / etmw hut WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Bref ltt Residence 78430965 , J150608 F09 Floor Supported Gable 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:53 2016 Page 1 I D:4CZ3cxZb9uzGVVxzmNsnSONyDM RX ExIiN8g9K_ omwgrSXNiRXcYAMg3nHOf2P7F26dzR4J0 0 - i8 0 - H8 Scale = 1:32.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �i Y 1 1 1 1 Y 1 11 Y Y Y 2 car I I I I ' I I I 4 I I I r�, 33 0 ill v �I Ill y i 1 1 1 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 = 3x6 = 19 -1 -1 19 -1 -1 Plate Offsets (X,Y)— 11:Edge,0- 0 -12], [32:0- 1- 8,0 -0- 121,[33:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 85 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. AS bearings 19 -1 -1. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 31, 17, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4 -0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. % 0 0 0 P S' . .....A '... �i . 00\ . E < No 39380 0 �. C ,..:* .4; * OR1,0••' r,\ #. � ' ' �S S ,ONA` y ?G �� Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 I I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Mit Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence J150608 A01 Hip Girder 1 1 T8430966 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:31 2016 Page 1 ID:4CZ3cxZb9uzGWxzmNsnSONyDM RX tiQNmdZLVE 1 tl IADEIJHezeFvoNi7PMpLiwuLvzR4Jk -1-4-0 1-4-0 I 7--0-0 I 11-0-0 15 -0 -0 22 -0-0 1 23-4 -0 4 -0 -0 4 -0-0 7-0 -0 1-4 -0 Scale = 1:41.7 Special 4x4 = NAILED Special NAILED 3x4 = NAILED 4x4 = 3 16 4 17 5 El nn Li nn 7.00 12 a z 5 1 5 `_ nn nn nn ca 7 _ MR 9 18 19 20 8 ° 3x5 = 6x6 = NAILED NAILED NAILED 3x4 = 3 = Special Special I I 15-0-0 1 22-0 -0 7-0-0 8-0-0 7-0-0 Plate Offsets (X,Y)– f9:0- 3- 0,Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 8 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.38 8 -9 >689 180 BCLL 0.0 • Rep Stress Incr NO WB 0.20 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight 101 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -9 -14 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7 -0 -1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 1460/0 -5 -8, 6= 1463/0 -5 -8 Max Horz 2= 140(LC 7) Max Uplift2=- 723(LC 8), 6=- 724(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2269/1063, 3 -16 =- 1917/989, 4 -16 =- 1917/989, 4 -17 =- 1902/984, 5 -17 =- 1902/984, 5-6 =- 2279/1065 BOT CHORD 2- 9=- 761/1870, 9- 18=- 911/2098, 18- 19=- 911/2098, 19- 20=- 911/2098, 8 -20 =- 911/2098, 6 -8 =- 758/1878 WEBS 3 -9 =- 226/713, 4 -9 =- 344/267, 4 -8 =- 362/257, 5 -8 =- 216/717 ( NOTES - 1) Unbalanced roof live loads have been considered for this design. 01111111/ii 2) Wind: CAEncl., , GCpi=0. MWFRS (directional); al) tc cantilever eft and right exposed ; end vertical left and right exposed; xpo ed; Lumber DOL =1.60 . op ,S S A. A , ti es , plate grip DOL =1.60 .44. e 3) Provide adequate drainage to prevent water ponding. :���,��• _' E N S'�• , / - • • 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0 -0 wide will No 39380 fit between the bottom chord and any other members. -* 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =723, : _ • 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. �C, 41,11— 1 • • 41 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 Ib down and 262 Ib up at 7 -0 -0, 0'-t • c • •, . and 258 Ib down and 262 Ib up at 15 -0 -0 on top chord, and 245 Ib down and 129 Ib up at 7 -0 -0, and 245 Ib down and 129 Ib up at • • 0 R �• `' � 14 -10 -15 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. , el l , SS • • • • • • • • \ NN % 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). il/ it N A, '; 0 . 0, LOAD CASE(S) Standard Thomas A. Albans PE No.39380 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 MiTek USA Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1- 3 = -54, 3- 5 = -54, 5- 7 = -54, 10- 13 = -20 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Mt Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualey Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence T8430966 J150608 A01 Hip Girder 1 1 Job Reference Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 20155 MiT o k Industries, Inc. Wed Apr 13 17:24:31 2016 Page 2 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- tiQNmdZLVE1 tIIADEIJHezeFvoNi7PMpLiwuLvzR4Jk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-138(F) 5=-138(F) 9=-244(F) 4=-87(F) 8=-244(F) 16=-87(F) 17= 18= 19= 20= � 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE till-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence T8430967 . J150608 A02 Hip 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.840 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:32 2016 Page 1 ID:4CZ3cxZb9uzGWxzmNsnSONyDM RX- Lv_mzzZ_GX9kvSkQoTq WBBBY_CkCstJyaMgRtLzR4Jj 1 -1-4-0 1 4 -8 -13 I 9 -0-0 I 13 - - i 17 -3-3 I 22 -0 -0 23-4 -0 1 - 4 - 0 4 - - 4 -3-3 4 -0 -0 4 - 3 - 3 4 -8 -13 1-4 -0 Scale = 1:41.7 4x4 = 4x7 = 4 18 5 7.00 112 1.5x4 1.5x4 % 8 r n m 17 19 2 7 {�!Y� 1 ►�� El PIA 8 II - lea 10 9 191:81 3x5 = 5x8 = 3x4 = 3x5 = I 9 -0 -0 13-0 -0 22 -0 -0 I 9 -0 -0 4-0-0 9-0-0 Plate Offsets (X,Y)— 12:0- 1- 5,0 -1 -81, 15:0- 5- 4,0 -2 -01, 17:0- 1- 5,0 -1 -81. 110:0 -3- 12.0 -3 -01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.12 9 -16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 9 -16 >831 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 114 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -3 -8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9 -2 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 890/0 -5 -8, 7= 890/0 -5 -8 Max Horz 2= 173(LC 11) Max Uplift2=- 368(LC 12), 7=- 368(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -17 =- 1210/565, 3 -17 =- 1158/581, 3-4 =- 980/488, 4 -18 =- 826/474, 5 -18 =- 826/474, 5-6 =- 978/487, 6 -19 =- 1157/581, 7 -19 =- 1209/565 BOT CHORD 2- 10=- 388/1009, 9 -10 =- 209/794, 7- 9= -408/1000 WEBS 3 -10 =- 330/234, 4 -10 =- 86/290, 5- 9=- 84/290, 6 -9 =- 331/234 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; ♦� % 1111 1 Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 1 -7 -2, Interior(1) 1 -7 -2 to 9 -0 -0, Exterior(2) 9 -0 -0 to 13 -0 -0 � I ��� , , Interior(1) 17 -4 -15 to 23 -4 -14 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & ♦ ♦ �• o \ p,S A. A i E !Vs..... ,d, MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 ♦ 2 , 3) Provide adequate drainage to prevent water ponding. ♦ ,``Z` • G . 9 / °• ; 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. i 5)* This truss has been design for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0 -0 wide will N O 39380 380 _ fit between the bottom chord and any other members. -- * 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =368, = • • 7 =368. ' 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. I''' • • �1/ l' N Al- �� so �• n1111 Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. hill Design valid for use only with MTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence J150608 A03 Common 5 1 T8430968 Manning Building Supplies, Jacksonville, FL - Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:32 2016 Page 1 IDACZ3cxZb9uzGWxzmNsnSONyDM RX- Lv_ mzzZ GX9kvSkQoTgWBBBXJCmTstzyaMgRtLzR4Jj 1-4-0 I 5 8 -13 I 11 -0 -0 I 16 I 22 1 23-4 -0 5-3 -3 5 -3 -3 5 -8 -13 1 - 4 - 0 Scale = 1:45.5 5x5 = 4 f1 7.00 12 17 18 1.5x4 \\ 1.5x4 // 3 5 :;4111 19 2 8 II 1/ 7 1 A 9 20 21 8 1E 5x5 = 3x4 = 3x4 = 3x4 = I 7 -5-14 14-6 -2 I 22-0 -0 7 -5 -14 7-0-5 7 -5-14 Plate Offsets (X,Y)- 12:0- 0- 5,Edge1, 16:0 -0 -5, Edge], 19:0- 2- 8,0 -3-01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.10 8 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 8 -9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight 107 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 890/0 -5 -8, 6= 890/0 -5 -8 Max Horz 2= 205(LC 11) Max Uplift2=- 368(LC 12), 6=- 368(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -16 =- 1212/455, 3 -16 =- 1169/475, 3 -17 =- 1159/491, 4 -17 =- 1139/503, 4 -18 =- 1138/504, 5 -18 =- 1159/491, 5 -19 =- 1169/475, 6 -19 =- 1212/455 BOT CHORD 2 -9 =- 287/1090, 9- 20=- 97/710, 20- 21=- 97/710, 8- 21=- 97/710, 6 -8 =- 301/989 WEBS 4 -8 =- 188/506, 5 -8 =- 338/236, 4- 9=- 188/506, 3 -9 =- 338/236 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; ,, �,, Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 1 -7 -2, Interior(1) 1 -7 -2 to 11 -0 -0, Exterior(2) 11 -0 -0 to , 0% 1 14 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions so o p,S A- xi I� ,0I shown; Lumber DOL =1.60 plate grip DOL =1.60 ■• Q B I . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' .* �\ G E s I. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will ; fit between the bottom chord and any other members, with BCDL = 1 0.0psf. NO 39380 _ __ __� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =Ib) 2 =368, * 6 =368. * _ J 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. : -0 �� i7i _-- I •. -_ S TA E �; : �L - still filo" Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. NI Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence 78430969 J150608 A04 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:33 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- p5X8BJac1 rHbXcJcMAUjOji _c6gbKB6p0P ?PozR4Ji I -1-4-0 I 5-8-13 11-0-0 I 16-3-3 i 22 -0-0 i 1-4-0 5- 8-13 5-3-3 5-3-3 5-8-13 Scale = 1:44.7 5x5 = 4 A 18 17 7.00 12 1.5x4 \ 1.5x4 // 3 5 18 15 2 6 �� 8 19 20 7 3x4 = 5x5 = 3x4 = 3x4 = I 7 -5-14 14-6-2 I 22-0-0 7 -5-14 7-0-5 7 -5-14 Plate Offsets (X.Y) 12:0 5,Edael, f6:0 0 5,Edge1, 18:0 2 8,0 - 3 - 01 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 7 - >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) - 0.20 7 - >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 105 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6= 813/0 -5-8, 2= 891/0 -5 -8 Max Horz 2= 199(LC 11) Max Uplift6=- 292(LC 12), 2=- 369(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. -AU forces 250 (Ib) or less except when shown. TOP CHORD 2 -15 =- 1213/455,3 -15 =- 1171/475,3 -16 =- 1160/491,4 -16 =- 1140/504,4 -17 =- 1139/514, 5-17=-1160/501, 5-18=-1169/485, 6-18=-1216/473 BOT CHORD 2-8=-331/1077, 8-19=-128/697, 19-20=-128/697, 7-20=-128/697, 6-7=-330/993 WEBS 4 -7 =- 190/510, 5 -7 =- 338/237, 4- 8=- 187/506, 3-8 =- 338/237 NOTES - 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B=45ft; L =24ft; eave =4ft; Cat. II; � �111111/ 14 -0-0 one; cantle er eft and right (directional) g t I ; end ertical left and right exposed;C -C for members and forces & MWFRS for reactions ` � % ∎ O� PS A. 1 s / / // shown; Lumber D =1.60 plate grip DOL =1.60 �� •• • \ G E N S • • • '92/i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. ' •• \., F / °• ' 4) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will . : 0 . fit between the bottom chord and any other members, with BCDL = 10.Opsf. N o 3938 I. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =Ib) 6 =292, * _ _ 2 =369. - 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. = -o ; .r Vii. r......1.116 • , E • • / � ri Vii- 1' : �/C/ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 rev. 10/03/2015 BEFORE USE Ng Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence 78430970 J150608 601 GABLE 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:34 2016 Page 1 I D:4CZ3cxZb9uzG Wxzm N snSONyDM RX -H H5 WOebEo9PS9muovus_GcGwH OayKou F 1 g9YxEzR4J h -1-4-0 I 6-8-0 I 13 - I 14 - - 1-4-0 6-8-0 6 -8 -0 1-4-0 Scale = 1:29.2 4x4 = 6 r ;.0;2M 8 9 3x4 Q I /a . . 10 c Y Y Y Y Y � 11 I6 El III I 0 M A KOZWOII I 0 VI• • ∎• ∎•∎ •∎A∎∎ ∎111IAPAKAAA 14 MA 11 PIV A MN 1•14 I MOIM A4 •14111■1•2 MIOIWM 3x6 11 17 16 15 14 13 12 3x6 11 13-4-0 13-4-0 Plate Offsets (X,Y)— 12:0- 2- 4,0 -0 -11, 11 0:0 - 2 - 4.0 - - LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 11 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 11 n/r 80 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0.00 11 n/r 120 Weight: 74 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13 -4 -0. (Ib) - Max Horz 2=- 124(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 15, 16, 13, 12 except 2=- 119(LC 12), 10=- 119(LC 12) Max Gray All reactions 250 Ib or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =2ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Corner(3) - 1-4 -14 to 1 -7 -2, Exterior(2) 1 -7 -2 to 6 -8 -0, Corner(3) 6 -8 -0 to 9 -8 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 01111111i/1 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ` � 0 - % A S A l li � Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. , P A�e / `, ow �� 4) All plates are 1.5x4 MT20 unless otherwise indicated. � � .•' \., ‘ ''�� E N • ' -1 i. 5) Gable requires continuous bottom chord bearing. :� k •• 6' S 6• • '/ / 1 0 6) Gable studs spaced at • 2 -0 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 3 9 3 0 _ _ •- 9. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0 -0 wide will * fit between the bottom chord and any other members. 9) NA 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 16, 13, 12 r except (jt =1b) 2 =119, 10 =119. te r . - . r __,,Ix �L 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ! �, • °I k 9 / %•• iIJuII% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 / I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Brefitt Residence T8430971 . J150608 802 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:34 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX- HH5WOebEo9PS9muovus _GcGt8OVyKoOF1g9YxEzR4Jh 6-0-8 1 12-8 -8 1 14-0-8 6-0-8 6-8-0 14-0 4x4 = Scale = 1:30.3 3 7.00 12 �, 18 19 5x 5 i 2 4 4x4 5 a - e I 6 d 0 7 0 3x10 I I 1.5x4 11 3x8 11 1 6 1 12-6-8 12M-8 6-0-8 6-6-0 0 - - Plate Offsets (X,Y)— 11:0- 2 -0,0 -0-51, [5:0 -3- 14,0 -2 -9j LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 7 -16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 37 Vert(TL) -0.08 7 -16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix - M) Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 D 2 -0-0, Right 2x6 SP No.2 2 -0-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 1= 451/Mechanical, 5= 565/0 - Max Horz 1=- 122(LC 10) Max Upliftl=- 159(LC 12), 5=- 254(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 18= -491/232, 3- 18= -488/245, 3- 19= -481/233, 4- 19=- 482/220 BOT CHORD 1- 7=- 60/365, 5 -7 =- 60/365 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B=45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C-C Exterior(2) 0 -0 -0 to 3 -0-0, Interior(1) 3 -0-0 to 6 -0-8, Exterior(2) 6 -0-8 to 9 -0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; 11 1 11 i Lumber DOL =1.60 plate grip DOL =1.60 ` ,i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. , `, S A \• • • A. AZ � 0 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will %N • • e �i fit between the bottom chord and any other members. N. �� • \, C i • E• N S 6'' 92 / ° 0 ' • 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 1 =159, No 3938Q. - 5 =254. * _ 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. r .0, ° ° c< .1 0 R 1 V. 0, -$ inn'" Thomas A. Alban' PE No.39380 MITek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 I A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10 BEFORE USE Mil • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Bretfitt Residence T8430972 J150608 B03 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:35 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- IUfuc_ csZSXJmvT ?TbODopo2RPr43FeOGKu6UgzR4Jg 6-0-8 I 12-8 -8 I 6-0-8 6-8-0 4x4 = Scale = 1 29.9 3 7.00 12 r, 17 18 19 5x5 i .._.. 2 4 4 x4 1 00 5 7 11 4 %1111. I;s) 6 0 3x10 II 1.5x4 II 3x8 II 6 - 0 - 8 6 - 6-6 0- -0 Plate Offsets (X.Y1 M:0 LOADING (psf) SPACING 2 - CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 6 -15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.09 6 -15 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 58 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing ' SLIDER Left 2x8 SP No.1D 2 -0-0, Right 2x6 SP No.2 2 -0-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 1= 458 /Mechanical, 5= 483/0 -4-0 Max Horz 1= 105(LC 11) Max Upliftl=- 165(LC 12), 5=- 173(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 17=- 486/239, 3- 17= -483/251, 3- 18= 476/246, 18- 19= -478/233, 4- 19= 482/230 BOT CHORD 1-6 =- 96/366, 5-6 =- 96/366 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B=45ft; L =24ft; eave =4ft; Cat. II; Exp C; Enc., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0-0 to 3 -0-0, Interior(1) 3-0-0 to 6 -0 -8, Exterior(2) 6 -0 -8 to 9 -0 -8 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; , ` 11111111 / l1� , Lumber DOL =1.60 plate grip DOL =1.60 � S A . I� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO _ . e A� e , 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will ,� � •• E N S • c7 mo , fit between the bottom chord and any other members. k • • 0/ e c • • / os 5) Refer to girder(s) for truss to truss connections. • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 1 =165, _� N O 39380, -- ;— _• 5 =173. _ • 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. _ • ::: -0 1 4111.1) i - ty ..,- • � F \ ` �� 0, � I0 NA1 -` • �l /11111111 tt Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: April 13,2016 1 / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8 -7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Cd feria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Proffitt Residence 18430973 :1150608 B04 Common 4 1 i Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:35 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX- IUfuc_ csZSXJmvT ?TboDopooCPgQ3FbOGKu6UgzR4Jg 1 6-0-8 1 12 - 6-0-8 6 -8 -0 454 = Scale = 1:29.9 3 7.00 1 �, 15 1 8 17 5x 5 4 3x4 1 III.. 411111*I I II 1 Bp 5 I 6 , 3x10 II 1.5x4 11 3x6 11 6 1 12-8 -8 6-0-8 6-8-0 Plate Offsets (X,Y)— f1:0- 2- 0,0 -0 -51, f5:0 - 10,0 - - LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.06 6 -13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 6 -13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 • (Matrix -M) Weight: 56 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 D 2 -0 -0, Right 2x4 SP No.2 2 -0 -0 be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb /size) 1= 470 /Mechanical, 5= 470 /Mechanical Max Horz 1= 105(LC 11) Max Upliftl=- 170(LC 12), 5=- 168(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -15 =- 514/249, 3 -15 =- 511/262, 3- 16=- 497/253, 16- 17=- 498/240, 4- 17=- 502/238, 4 -5= -293/0 BOT CHORD 1-6 =- 105/389, 5 -6 =- 105/389 WEBS 3 -6=- 21/259 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= l30mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; ``,� �� Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 6 -0 -8, Exterior(2) 6 -0 -8 to 9 -0 -8 `%� zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; ,, •• op ,S A. 4, .,i, Lumber DOL =1.60 plate grip DOL =1.60 � \ G �E '9 *i , �� i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •' \, N S' . • .• / 1 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. • ,, : NO 393 __ _ 5) Refer to girder(s) for truss to truss connections. • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 1 =170, = y 5 =168. - -p ; • r = 1 7) "Se -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ; • • 11 4; ONM- •//11111l Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 I 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/032015 BEFORE USE Mit Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence T8430974 J150608 C01 Half Hip Girder 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 1317:24:36 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- DgDGpKdUKmfA032B11vSL1 LDOpBUoi_YV_efO7zR4Jf I -14.0 I 5 -10-11 1 7 -8-12 1 1-4-0 5 -10-11 1 - 10 - 1 Scale = 117.6 Special 4x10 = 1.5x4 I 3 4 3.00 12 - 2 - \ 6 5 1.5x4 11 2x5 = Special 3x4 = � 5 -10 -11 1 7 -8 -12 I 0' 2-0 5-8 -11 1 -10-1 LOADING (psf) SPACING- 2 -0-0 CSI. DEM. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 6 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6 -9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5= 266 /Mechanical, 2= 389/0 -4-0 Max Horz 2 =83(LC 7) Max Uplift5=- 105(LC 8), 2=- 206(LC 4) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 307/104 BOT CHORD 2 -6=- 111/270, 5.6 =- 108/290 WEBS 3 -5 =- 376/129 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Enc., GCpi =0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 ,��� /��. plate grip DOL =1.60 ,���� S A l g I� 3) Provide adequate drainage to prevent water ponding. s o �P .......... 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •r • \ G N S •• 14 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 - - wide will ♦ .• \, F / O fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. : No 3938Q T. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 5 =105, Z • 2 =206. • 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. : -0 • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Ib down and 128 Ib up at . mi l E 5 -10 -11 on top chord, and 113 Ib down and 75 Ib up at 5 -10 -11 on bottom chord. The design /selection of such connection device(s) is " ...iy the responsibility of others. or . / 0••. _ „ 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • jam ` ••• • 0 RIO.-* • O D D d A Roof ( Lumber Increase =1.25, Plate Increase =1.25 � ��s i , '- N A� � ' Sndard 1 Uniform Loads (Of) Thomas A. Albanl PE No.39380 Vert: 1- 3 = -54, 34 = -54, 5 -7 = -20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (Ib) 6904 Parke East BNd. Tampa R. 33610 Vert: 6 =43(B) 3 =23(B) Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE *111.7473 rev. 10/03/2015 BEFORE USE. igt Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is to an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members onty. Additional temporary and permanent bracing M iTe k 8 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1 Breffltt Residence J150608 CO2 Monopitch 3 1 78430975 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:36 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX - DgDGpKdUKmfAO32B1IvSL1 LAdp9loilYV_ef07zR4Jf l -1-4-0 1 I 7 -8 -12 7 -8 -12 Scale = 1:17.3 1.5x4 11 - 3 3.00 12 • 9 tr N 8 2 E r '',O1 1 I '/ " 2x5 = 4 2x5 = 1.5x4 11 012-2 7 -8 -12 0-2 -bb 7-6 -12 Plate Offsets (X,Y) -- 12:0- 0- 12,Edgel LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 4 -7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.22 4 -7 >416 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. N WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 4= 222 /Mechanical, 2= 413/0 -4 -0 Max Horz 2= 104(LC 11) Max Uplift4= -93(LC 8), 2=- 218(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-4 -7 to 1 -7 -9, Interior(1) 1 -7 -9 to 7 -7 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``%111111111/1 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will , ,� �� S A, � fit between the bottom chord and any other members. ` . op, • 4 , , 4) Refer to girder(s) for truss to truss connections. Q Ne 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =1b) �'S • V\ G•E N `S •- -/ / °.• • 2 =218. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. NO 39380 = - 0 1 . __-----t 71 i ce' 4° . -Al iti, /.0.. s's 4'7' Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t f WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1 -7473 rev. 10/03/2015 BEFORE USE. 1111 . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Brefitt Residence J150608 0 1 01 HALF HIP GIRDER T84 77 Manning Building Supplies, Jacksonville, FL 2 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:39 2016 Page 2 NOTES - I D: 4 CZ 3 cXZb9uzGWxzmNsnSONyDMRX - eFVPRMfNdh 1 I FXnmiRS9zfzdt16_?tJ_BysJdRzR4Jc 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 Ib down and 281 Ib up at 7 -0 -0 on top chord, and 245 Ib down and 129 Ib up at 7 -0-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert 1- 3 = -54, 3- 8 = -54, 9- 15 = -20 Concentrated Loads (Ib) Vert: 3=-138(F) 14=-244(F) 4=-88(F) 18= -87(F) 19=- 87( F) 20=- 87( F) 22=- 87( F) 23=- 87( F) 24=- 87( F) 25=- 87( F) 27=- 87( F) 28=- 87 (F)30=- 87(F)31=- 87(F)32= -87(F) 33= -87(F) 34= -87(F) 35= -87(F) 36= -39(F) 37= -39(F) 38= -39(F) 39= -39(F) 40= -39(F) 41= -39(F) 42= -39(F) 43= -39(F) 44= -39(F) 45=-39(F) 46= -39(F) 47= -39(F) 48= -39(F) 49 =39(F) 50= -39(F) � 1 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MI tek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence J150608 004 Hi 1 1 78430980 Manning Building Supplies, Jacksonville, FL Job Reference nal) 7.640 s Sep 29 2015 MiTek Tek Industries, Inc. Wed Apr 13 17:24:42 2016 Page 1 ID:4CZ3cxZb9uzG WxzrnNsnSONyDM RX- 2gaX4OhFvcPJ6_VLNZOsblb7 W E7dCl bQtwSzEmzR4J2 1 14 -0 6-8-13 l 13-0-0 I 20-6-0 28-0-0 34-3-3 I 41-0-0 8 1 6 6-3-3 7-6-0 I 7 -6-0 6-3-3 6 Scale = 1:73.2 5x8 = 1.5x4 1 I 5x8 = 4 22 23 5 24 25 6 26 7 . 00 1 - 12 - 3x5 3x5 c 3 21 7 ri 27 n 20 N 2 1 r.. 8 m 13 12 28 11 29 10 3x6 = 1.5x4 11 5x5 = 3x8 = 5x5 = 1.5x4 I I 3x6 =- I 6-8-13 I 13-0-0 20-6-0 I 28-0-0 I 34 -3 -3 I 41-0-0 I 6-8-13 6-3-3 7-6-0 7-6-0 6-3-3 6-8-13 Plate Offsets (X,Y)- (2:0 -3-3,0 -1-81 (4:0 -6-0,0 -2-41. 16:0-6- 0.0 -2 -4], (8:0- 3- 3.0 -1-81 (10:0 -2 -8.0 -3-01. (12:0 -2-8,0 -3-01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) - 0.19 10 - 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.45 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix - M) Weight: 226 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -5 -2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 8= 1517/0 -5-8, 2= 1593/0 -5 -8 Max Horz 2= 234(LC 11) Max Uplift8=- 545(LC 12), 2=- 621(LC 12) Max Gray 8= 1518(LC 18), 2= 1593(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -20 =- 2542/1050, 3 -20 =- 2455/1074, 3 -21 =- 2120/959, 4 -21 =- 2109/986, 4 -22 =- 2045/1055, 22- 23=- 2045/1055, 5- 23=- 2045/1055, 5 -24 =- 2045/1055, 24- 25=- 2045/1055, 6 -25 =- 2045/1055, 6 -26 =- 2111/990, 7 -26 =- 2122/964, 7 -27 =- 2447/1073, 8 -27 =- 2546/1059 BOT CHORD 2- 13=- 843/2256, 12- 13=- 843/2256, 12- 28=- 592/1861, 11- 28=- 592/1861, 11- 29=- 582/1747, 10- 29=- 582/1747,9 -10 =- 834/2125,8 -9 =- 834/2125 WEBS 3 -12 =- 567/297, 4 -12 =- 121/489, 4 -11 =- 206/547, 5 -11 =- 465/329, 6 -11 =- 204/546, 6- 10=- 122/490, 7- 10=- 566/299 ,`111111111,, NOTES- , %" N A ,,j , ,_ �� 1) Unbalanced roof live loads have been considered for this design. ` i , .� ,, .- . • • • .... ... • 1, e �I 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =258; B=45ft; L =41ft; eave =5ft; Cat. II; a�-∎ .• E N 1 Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 2-8 -5, Interior(1) 2-8 -5 to 13 -0 -0, Exterior(2) 13 -0 -0 to 33 -9 -9, Interior(1) 33 -9-9 to 41 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and No 39380 _ • _ forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 • 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -O • • • - 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0-0 wide will .• . E - fit between the bottom chord and any other members, with BCDL = 10.0psf. •••44,•w• f - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 8 and 621 Ib uplift at �i r� - " ,� ' • ' C 1. joint2. ° O, t•.< 0 R10. • • $ 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. e S S ...... ,..X N .% •11 4, �NA� 1 E ` �%% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE *111-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quauay Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence J150608 D05 Hip 1 1 T8430981 Manning Building Supplies, Jacksonville, FL Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:43 2016 Page 1 ID: 4CZ3cxZb9uzGWx W 1 4-0 7-8-13 15-0-0 I i 20 26 -0 -0 33-3 -3 41-0-0 1 1-4 -0 7 7 - 5 5-6 -0 7 -3-3 I 7 Scale = 1:72.2 5x5 = 3x4 = 5x5 = 4 21 5 22 6 zoo 1z 3x5 * 20 23 3x5 - 3 7 9 24 • 19 •' v� 2 :I1 pit 9 8 . o = I - 12 11 25 26 10 g 3x6 = 1.5x4 I I 5x8 = 5x8 = 1.5x4 1 3x6 = 1 7 15 -0-0 I 26 -0 -0 I 33 -3 -3 41-0-0 7 - 13 7 - 3 - 3 11 - 0 - 0 7 - 3 - 3 7 Plate Offsets (X,3/)— f2: 0- 3- 3, 0- 1- 81, f4: 0- 2- 8, 0- 2- 11 ,f6:0- 2- 8,0- 2- 11,f8:0- 3- 3,0 -1- 8],[10:0 -3- 12,0 -3- 41,[11:0 -3- 12,0 -3-41 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.45 10 -11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.92 10 -11 >532 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 224 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 7 -5 -7 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3 -11, 5 -11, 5 -10, 7 -10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 8= 1517/0 -5 -8, 2= 1593/0 -5 -8 Max Horz 2= 268(LC 11) Max Uplift8=- 545(LC 12), 2=- 621(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -19 =- 2501/1015, 3 -19 =- 2323/1042, 3 -20 =- 1992/901, 4 -20 =- 1882/929, 4 -21 =- 1638/885, 5 -21 =- 1638/885, 5 -22 =- 1639/883, 6 -22 =- 1639/883, 6 -23 =- 1882/933, 7 -23 =- 1992/905, 7 -24 =- 2326/1042,8 -24 =- 2504/1025 BOT CHORD 2- 12=- 804/2183, 11- 12=- 804/2183, 11- 25=- 569/1758, 25- 26=- 569/1758, 10- 26=- 569/1758, 9 -10 =- 795/2080, 8 -9 =- 795/2080 WEBS 3 -12= 0/254, 3 -11 =- 665/352, 4 -11 =- 236/684, 5 -11 =- 321/149, 5 -10 =- 320/157, 6 -10 =- 240/684, 7- 10=- 665/354, 7 -9 =0/255 NOTES- �S `,` - , t� , PS ' A!' 1) Unbalanced roof live Toads have been considered for this desi n. � � (")%-. • • "' � e • �I 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =41ft; eave =5ft; Cat. II; 9 :k E N S F. ; 9 / L /� , ' • Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -4-14 to 2 -8 -5, Interior(1) 2 -8 -5 to 15 -0 -0, Exterior(2) 15 -0 -0 to • 31 -9 -9, Interior(1) 31 -9 -9 to 41 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and No 3938.0 _ ___� •forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 :* • � 3) Provide adequate drainage to prevent water ponding. — 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = -0 • • 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0 -0 wide will • fit between the bottom chord and any other members, with BCDL = 10.0psf. • r .IG:�� , 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 8 and 621 Ib uplift at •• • .. . % oint 2. ° '•, � O R “?.• � • • , � 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ' d , l 1f , s . O N A ; , � � % s• Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE Design valid for use only with Weld) connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 0199E ld'edwel 'PM8 weed gp6g ryauodwo� 6 uIP9n91S�9 Pup 68-950 'o '4 ICU VA'oupuoxa!y Z LE GIPS 'Pain eel •N 8 LZ "a4n111sul alo!d ssrul unit erto!!ono uopowrotul ALatnS N Ammo LIJI/ISNV eas'swelsAs sSNI puo sessrul to Bupoiq puo u0140010 •Alengap'e6otols •uo!loopoot •I r l l'w' 941 Bu!pio6ei eouop!n6 !oiaua6 LOA • a6owop Ayadold puo Alnfu! !ouoslad e!q!ssod Lion esdo!pa Luenald oy puo A1y!gols p1 pagnbai sAom!o s! Bupoiq lueuouued puo A otodwel !oual!ppy *Apo siegwew payo Jo /puo gem nnµ !onp!n!pu! 10 Bu!ppnq luenald of s! paloo!pu! 6upoJg •u6isep 6u!p!!nq . !piano NI Nut u6!sep NI eloJOdioou! Apedold puo slalawojod u6!sep to A1!!!goo!!ddo NI kitten Amu Leupsep bu!p!!nq out 'esn aroteg •we sAs ssru{ o lou •lueuodwoo Bu!ppnq !onp!n!pu! uo Lot s! puo 'umoys sie ewolod uodn Apo pesoq s! u6!sep s!yl •siopeuuoD wpm, yy!m Apo esn Lot Ron u6!sea '3 S/132/Od38 SLOZ/£O/Ol 'AV £LOL 30Vd 30N3e13432I N31IW 0301773NI ONV SIHI NO S31ON OV32I Pue S.salawe,ed u6lsep AIWA • 9NINNVM y 90t£ I. IIJdV • l :e e0 0L9££ Id edWel'PM8 LSe3 OUed 6069 6£99 v93 11 ' bsn )lJJW 09£6£'ON 3d IwlgIV'V Sewo41 ,`` ,i/111111fii i , � �. �'IdNQ / i � tS a 'ssnr s!y; to u6!sep pue s!sAleue ay; u! pesn sem iepow A1! xg pus iegwe „shay pax! � Q ••; • 0_,‘,, 0 3 yl!m s�lea�gya3!d p!6!r!waS„ (L •- �. • • • •Q � ,.i 1e 31!Idn ql LZ9 pm ;u!of a do Z ;u!of �,� ��� 9 3 8!I ql 54S 6ulpuelsy ;!m to algedeo a ;eld 6uueaq o; ssrul to (stew Aq) uo!�auuoo Ieo!ueyoew ap!nad (9 / .• • '1sd0'0 L =1008 Ill!m 'SJegwew J0140 Aue pue pogo wouoq ay; ueem;sg; j II! • 4- m ep!m 0 - 0 - Z Aq Ilel 0 9I6ueoar e aiegm sears lie u! pogo wouoq eq; uo;sd0 10 peol aA!I a tot peu6!sep uaaq seq ssnr; s1 . (s .. 'speo an!I rsy ;o Aue 41lm ;uaunouoouOu peol any proyo wouoq isd 0•01 a rot pau6!sep ueeq sey sslu; s!41(4 . 6u!puod Jalem ;ueAeJd o; e6ewerp alenbape ap!Aold (£ �� _ _ 09' L =l00 dub amid 091=100 tegwnl :umoys Su01;JeeJ JOl SMdMW +g seam; 08£6£ ON : pue stegwaw to; 3- 0'pesodxa 146u pue llei !Bowan pus : pesodxe POP pue Ilal canal! ;ueo !GUM 0 o16 (0 '6 i� /••• ; of 0 L (Z)LOUauc3 '0-0-91. 019- 8 Z (L)Joue;ul '9-9-Z 03 41- 1 (Zu x3 oue 0 Pus (Ieuo!loar!P) S I IMW :81'0 =!d30 ''pu3 :3 dx3 .� Z • . J7S N 3 Q �^ •� �y :11 •1e3 :;;5 =9Aee 4147 =1 'uS4 =8 1192 =4 '1sd0 - £ =1038 '1sdZ'4= 1031 :4dw 1,0 L =Psen (lsn6 puooas -£) tIdw0£ L=IInn '01 30SV :PuM (Z ej� �� ,w�Q ,`� 'u6!sep s!y; X01 peJep!suoo uaaq eAey speo! GM 100 peoue!equ0 ( L ', b 1 11�115� i -S310N ',t 90/O =6 14S£/999 - =0 L 1 =01 - 9 ' ES 1. /OZ£ -= 0 / - = 1 4 89 /9EZ 11 /999 11 £'49Z/0 =Z1,-£ S83M 090ZJ96L =6 '080Z/96L =01-6 '89LL /699-= 9 '99 /L/ 695 - = 9 Z - SZ '95L1 /699 SZ-1. I.'£9LZ /409 Z1 'E9LZ/408 - =ZL-Z OMOH3108 SZ0 L /40SZ =PZ 'ZP0 L /9Z£Z =4Z - L ' 906 Z Z L' E£ 6/ Z881. EZ ZZ-9'E9916£9L =ZZ '999 /9E91 =LZ ' 59919 LZ =OZ 10 6 /Z661 0Z 61 /LOSZ- =61-Z OMOH3 dOl 'umOUS uegm;deoxe ssei Jo (q1) 09Z seoJol IN - 'u91 'xeo dwo3 'xe1)1 - (ql) 'S33110d (Z I. 01)1.Z9 '(Z. 31)545 88!Idn xeW (1 L 31)992 =Z zJOH xeyy •ap!n6 uoilellelsu! 9 =Z '9 9 (az!s/g1) 'SNO113V3M Jez!I!geis 4;!m aoueptoo0e u! 'uo! ete ssnJ; 6uunp Pepe ;su! eq 6u!oerq ssolo pannbsr pue siez!!!ge1S ;e4; spuewwo0aj r1 0 L - L '01 '11 ' WC 1dp!w 1e moM L S83M Z' dS 4xZ S83M - 6uperq oo 1 to pa!Idde AlloeJ!p 6u!I!ao p!6!M 0MOH3108 01'oN as 4xZ (MOHO 108 'Pe!!dde A!;oanp 6uly;e9gs poom leJnlonr ;S 01:10H3 d01 Z' dS 4xZ 0MOH3 dOl -0NI3V118 -M38Wn1 %0Z = 1d ql PZZ :3L1 (11- xu;eW) LOOZIdJJ140Z38d 0 P 0 3 0'01- 1038 e/u e/u 9 21•0 (11)zJOH EE'0 8M saA Join ssar ;S do . 0'0 1138 091 ZES< 14 Z6'0 (1.thJeA 61'0 38 9Z' I. 100tegwnl 01 1031 06L /44Z ()Mg 042 666< 1-1 - 01, 941) (11)peA 69'0 31 SZ'L 100 duoa;eld 0'0Z 1131 dIMO S311/1d Pn NaP /I ( u! •1430 'ISO 0 - ONIOVdS Usd) ONIOVO1 l4 £ 14 £ 01119 L 0'£ £ :91 11- - Z - 0:91'[1. O'8 0:41'19 1 £-0:21 — (A'X) slas110 s ;eld £4$1, E-£-L 0-0-14 £ EL - L 1 0414 1 £ - E - £E 1 0 1 0-0-SL I CL 1 = 9XE 11 4xg • t 9X9 = En 1 1 4xS L = 9xE 8 01, 9Z SZ 14 Zt - I t o 9 @ 'n LIb Z 6t 4Z N L Sxe £Z OZ SX£ Z1I 001 r, li..: 9 ZZ S LZ 4 = 959 = we = SX9 Z'ZL: t = slsoS £L £ 09S 09S E9 EL - L 0 1 041,4 1 E 1 049Z 1 09 1 049E 1 £ L - 9 - L 1 0 - 41. 1 Xr4Mz11pe3Nhd6)loZOS6MNZ /J I1 LB02 1A( Enl! 04 -XMWOANOSusNwzxMOzn6C7X3EZ34:01 L a6e4 9132 44:42 :LL £L Ldy PPM 'oul 'ssulsnpul llsl!W SLIM 6Z dsS s 069'L ld 'a!I!nuosl!oer 'sa!IddnS 6ue:eng 6u!uueyy (Ieuo8ao) aouaraJ8J go! 2960£491 1 e ese9lpe0661d 900 90909 IX eouep!Sad LUNNar9 Ald Alp Gal swirl ssnjl qof • 0199E Id'edwel ' 4! EZZVA' oupuoxelVZ! Eakn S' yaa4S eel ' N9! 0 'aynygsul9101dssruiwoga!go!!ono uopouuoluIAwn 'PMB (se3 aped 4069 yuauodwO3 6u!p!!ng 1039 Puo 69 &0 AlIonO IIdJUISNY aes'swaysAs ssniy puo sessnry ;o 6u!OOiq puo uolpaJa 'Aran!!ap'a6oio {s'uo! {oougo; ay{ 6u!pio6ai aouopn6 !maua6loj •a6owop Apadoid puo Ajn!u! louosiad a!q!ssod y {inn asdolloo yuanaJd o{ puo Ayllpoys io; pannbaJ sAOM!o s! )Iali V 1 6upoiq {ueuouuad puo Aio odwa{ !ouo!y!ppV 'Apo siegwaw pJoy> /puo clam ssruy !onp!n!pu! ;o 6u!ponq yuanaJd 01 s! pa {oo!pu! 6upwg •u6lsap 6u!p!!nq 1 Iloian° ay( op! u6lsap sly{ ayoiodioou! Apadad puo sva {awOJod u6lsap ;o A {g!googddo ay{ A{uan ysnw Jeu6!sap 6u!p!nq out •asn aJo;ag •wa {sAS sway o 11,1 y ou' { uauoduioo 6u!p!nq lonpwpu! uo Jo; s! puo'un�oys siayawOJod uodn Apo pasoq s! u6lsap s!yi •siopauuoo @pony,' y {!M Apo asn Jo; pion u6!sea '3SP 3210d38 9LOZ/EONL 'Mai E111 3OVd 30N3d3d3LI N31IW 0301170N1 ONV SIN' NO S31ON OV3N Puy siaiawe,ed u6lsap ALuan - ONINNVMV 1 r 960e£I• I!adV :Elea O1.9E£ l3 edwel 'PAIR i eyed 4069 PE99 P9313 '3ul YSll Hal!W 08E6£'°N 3d IuegIV'V SewoUl • .� �• s.. _'� '• .Y ssni; s!y; ;o u6!sap pue s!SLleue ay; u! pasn sem !wow Alpol puo iagwayl „shay pexg y ;!% srleaiggo ;!d p!6u -!wag„ (L i • • 0 . L ;up( • ;e widn ql O4£ pue Z lu!of le u!Idn ql LEZ 6u!puelsyl!M ;o algedeo amid 6uueaq o; ssni; ;o (siaglo Rq) uo! ;oauuoo leo!uegoaw ap!noid (9 siegwaw iay ;o /(ue pue pioyo wogoq ay; U93M(9q ;y i 08£6£ 0 N : II!m ap!■ 0 Aq Ile' 0 al6uepai e alayM seam Ile u! pogo wogoq an uo ;sd0'OZ to peol an!l a io; peu6!sap uaaq sey ssni; s!yl . (S 'speol an!! mill° Lue y ;!m;uaJJnouoouou peol an!! pioyo wo;;oq;sd 0'0; e io; pau6!sap uaaq seq Ssrui s!yl (4 / •� \" • • y � � '6u!puod is;em;uanaid o; a6eu!eip a;enbape ap!noid (E 0 �' S N 3 `� •,` x �.` 09' 1 =100 dub 9 3eld 09' 1 =1O0 iegwni umoy9 , ,, '' i , •; d •S�• su o 0-o-g; al '0 of Z L(I) oualul - I. o K 4 - 6 - (Z) o O pue (leuoi10 l!P) SdJMW 8L'0=!d00 "pug 0 dx3 1 111111 11 !II 'le0 314 =eAea 'u4Z =1 1194 =8 1492 =4 lsdo £ =1008 'lsdZ14 =1001 '4dw lO I =PSeA (lsn6 puooas -E) 4dw0£ l =Ann 'O I. 30SV :Pu!M (Z u6!sap sty; io; paiap!suoo uaaq army speol en!l ;ooi peouelequ0 (; - S31ON 369/99£ =9 '90414L9 - =L - 9 'Z4£ /LOL =8 '1. l£ /0 =6 S83M £Z9/604 =6 'EZ9 /604 - =6 01:1OH0108 0£/Z4E =41 '991./91-L =E l 'LZ L /468 =E l - Z 0dOH0 d01 'umoys uayM;daoxa ssal i0 (ql) OSZ 500101 IIV - 'ual 'xelry/'dwo0 'xeyl - (ql) '830dod (Z l 31)048- =L '(Z l O1)LEZ-= Zll!Idfl xeW (Z l Ol)01.4 =Z zioH xeyl 1. /EL9 =L '9 0 /1.9L =Z (az!S /ql) 'SNOI1OV3d 'GP!n6 uogepe ;sul Jez!l!gelg y ;!m aouepi000e u! 'uogoaa Ssni; 6uunp pape;SU! aq 6u!oeiq Ssoio pannbai pue siez!l!ge ;s ley; spuewwooei llal!W L '9 - 4'9 - E ;dp!w;8M0 l S83M Z' S83M 6u!oeiq o0 9 - - JO pa!ldde (poanp 6u!1!ao p!6!1 0d0H0109 Z oN dS 4 02:10H3108 'su!und o0 6 JO pa!ldde Rl ;oai!p 6u!y ;eegs pooh lein;onilS 02:10H0 d01 Z'ON dS 4x0 02,10HO d01 - ONIOV118 - 21381N111 %OZ = ld q1 81.1. 146iem (W-xuleW) L00ZId1/410308d 9 P 0 0 0'01. 1008 e/u e/u L zoo (ll)zioH 99'0 8M S3A soul ssai ;S dad . 0'0 1108 091- 666< 6 91.'0 (11)1jaA Z9'0 08 9Z' l 100 iegwnl 01 1001 061./44Z OZ1W otz 666< 6 90'0 (11)1 I. L'0 01 9Z' l 100 diO ale!d 0'0Z 1101 dIdJ S31Vld P!1 U °P /I ( U! 'ld3a 'ISO 0 - ONIOVdS Qsd) eNIOVOI 18 :Z1 - (A'X) sles$O aleld 9-9-E £ £ 1 - 9 - L I 8 I 0 I £1 I 1 1 9 x 0 = 8x£ I I 1 ° 9 ' 1 = 9x£ L 9 6 � Z IFPPPIPP7 0 - - �� S in Sx£ Z t 00'1 61 9 g 91 4 0 = ale3S = 4x8 = 4x4 9 - 9 - £ 0 C1 0 I 9 - 9 - 91 I 0 I £1 -9-L I I Mf4dzSbPfnZl2fldA8dglOmOZZ4£ m39ZoOXODId! 6 Jd1 - XdWOANOS 1 mNwzxMOzn6OZxo£ZO4 0I L a6ed 9100 94:4Z :LL EL id p y m 'oui 'sapysnpul Neill/1910Z 6Z daS s 049'1 - id 'eIIIAuos>per 'sa!lddng 6uip�in8 6uiuue11 (leuo! ;do) a3Uala ;ad qof 1 E uses >IOegA66!d Loa 809091r 88608481 eoueppe i 1YWai8 ' Id L3O adAl ssrul ssnil qof 0199E ld 'edwel '9leZZ VA •oupuoxa!V "Z l£ GIPS "laal4S sal 'N 91Z "alnAisul alold ssrul woy a!go!!ona uogouuopq AMPS PAI8 ;se9 awed P069 luauodwo7 6 uIP9n9 IMO Pup 69 " NIIofO LIJVISNV aes'swa;sAS ssnq puo sassru4 40 Bu!oolq puo uo!;oela 'Aley!ap'a6olo;s 'uo!;o?ugo; BLit 6u!plo6al eouop!n6 1019U86 10j 'e0owop Ayladold puo Ainfu! Iou0srad a!q!ssod yam asdogoo yuanald o; puo Aa!!goys 10; peanbal sAomio g .4 GM 6upolq yuauouuad puo Alolodway !ouo!appV 'Apo sragwaw ployo )0 /puo qam ssnq !onp!A!pu! ;o 6ugl!onq ;u9Aald oy s! payoo!pu! 6upolg 'Asap 6u!p!!nq • 110J9A0 ay; ow! u6!sap ay; a ;OJodioou! Apadold puo sia ;awolod u8!sep ;0 Aa!!googddo ay{ Anion ysnw Jeu6!sap Bu!p!!nq ay; •asn ax) ;ag'wa;sAS ssruy o you';uauodwoo Bu!p!!nq !onp!n!pu! uo lo; s! puo 'umoys Sla ;awDJOd uodn Apo pesoq s! u6!Sep s!yl'Sroloauuoo @!amyl yam Apo am lo; pgon u8!seu '3S/13NOd3B SLOZ/EOPoL 'naJ ELPL•IIW 3O Vd 30N3d3d321)1311W 030/173NI ONV SIH.L NO S31ON 04'321 pue valaweied u6;sep A{uaA • &NINNVM y ' 9LOZ`El HAY ► me0 Ol9EE lU edwel 'PAM 4Se3 Mind 4069 4E99 v •30 'VS9 llw 09 6E•ON 3d Iuegro'V sEUwyj `��� S1VNQ/ f , i, e ,! : * �� ? 1 d 0 : r � � � :� =;' 3 lam' % • ssnu3 s!y3 ;o u6!sap pue s!sAleue aye u! pasn sem wow Alpo.; pus Jagwayy „spay pax; y3!M s>leapgya3!d p!6u -!waS (01. - ' • _ 4- '4Z1.=Z1. '421.=Z (q1 =19 ldaoxa - 44 '94 '91. '0Z '61. '84 (s)lu!of le g!!dn g1004 6u!puelsgl!M ;o algedep amid 6uueeq 04 ssnjl ;o (siegjo Aq) uogoauuoo leo!uegoaw ap!nad (6 - sisgwaw ieq;) Aue pue pjogo wouoq 0144 UeaM4a9 19 • O 8 E 6 E ON II!M eP!M 0-0-Z I(q Ilel 0 el6uelo0J e elegm seam Ile ul pjoyo wogoq 94; uo;sd0 °0Z 10 peol am! a Lo; pau6!sep uaaq seq ssn1; s!41, (9 °speol an!! J914 10 Aue 1 .1;!M luaumouoouOU peol en!l pogo wogoq;sd 0•01. e lo; peu6!sep uaaq seq ssru; s!yl (L • A � • • •� \'\ e • % .00 0 - Z le paoeds spn;s alge0 (9 '�� b • • S N • 3 r J - C) %% `` e ou a as! o o oq snonu!luoo sa se aa lge0 (S , i,� y ' :d 'Sd�N 'Pal P 43 ssa I OZO&M 4 S't me 3 I IIV (4 ,-1/11111110 �� ' 4 !dJJISNV Jed se jau6!sep 6u!pl peggenb ;lnsuoo Jo 'alge3!!dde se spew] pua a!ge0 &l;snpul pjepue ;S ass'(eoe; 0143 0; lewiou) pu!M of pesodxe spn;s J0 1 •#luo ssni; 0144 10 aueld ay; u! speol plllm Jo; pau6!sep ssrul (E 09'4=100 dub a;eld 09'1=100 Lagwnl :umoys suogoeoJ Jo; S2IdMI I g Se3JO; pue sjegwew Jo; 0- 3:pasodxe ;1.16u pue gal Rowan pua : pesodxe ;146p pue gal JOAOI!ueo :auoz 0 0; 0 (£)Jewo0 '0 0 3 Z (Z)Joualx3 'Z - 1. 04 41. - 1. - (E)jew 0 - 0 Pue (leuo!loal!P) S2ldMIN :91.'0=!d09 "Iola :3 dx3 :11 '4 :11Z =eAee :11pZ =1 1194 =8 :1192 = ' ;sd0°£ =1038 '1sdZ °4 =1031 :4dw L0 4 =PseA (lsn6 puooas -E) 4dw0E L =;1nn '01 33SV :PAM (Z •u6!sep siq; Jo; paJap!suoo uaaq aney speol an!! ;00.1 peouelequ0 (I. - S310N 'umoys uaym ldeoxe ssal Jo (ql) 0SZ seojo; IIV - 'uej 'xeyy /'dwo3 - xeyy - (q1) °S302I0J 44 '91. '91. '0Z '64 `84 'L4 'Z4 'Z (s)10!0( ;a ssal Jo ql 0SZ SUOg3eaJ pV Ael0 xeyy (Z4 31)4Z4 =Z1. '(ZL 31)4Z4 Z ;daoxa 44 '91. '91 '0Z '61. '91. (s);u!olle ssal Jo ql 001. WIdn IIV 9!Idfl xeW (0 L 31)49 L - =Z ZJOH xeW - (ql) °0 -0-L4 s6uueeq IIV •SNOI13V321 . ap!nb uogege4sul Jaz!I!ge ;S 44!m eouepj000e w 'uogoaja ssn16uunp Pei a ;su! eq 6upeiq SSOJO pallnbal pue sJazg!ge ;S ley; spuswwoasj a ! � 1 W Z' dS 4xZ S213H10 °6u!oeiq o0 0 -0-04 Jo pa!ldde (lloanp Bu!!!e° P16!21 0210H3109 Z'ON dS 4xZ 02IOH3108 •su!und o0 0-0 -9 JO pa!Idde Agosqp Bu!y ;eegs pooM IeJnl3nJ3S 0210H3 d01 Z' dS 4XZ 0210H3 dOl - ONI3V2I8 1138Wl1 %0Z = _LA 8106 74 04 JN EL 00 °0 (11)Pu! (x! LOOZIdU41.0Z38d 9 P 0 9 0 °01. 1038 e/u e/u ZL 00 °0 (11)v 40 0 8M S3A foul ssej ;S da21 . 0'0 1138 08 1 /u El 1.0'0 (11)1mmA SO 0 08 9Z' 4 100 jagwnl 01 1034. 063 /44Z OZ1W 06 1 /u EL 00'0 (11)1eA L1 0 01 9Z' I. 100 duieleId 0 °0Z 1131 dI219 S31Vld P/l BUPA ( u! •1d30 °ISO 0 - ONIOVds (;sd) ONIOVOI 0 - L 1. 1 0 - 0 - L t 1 Ei - 1x4 41 SL 91. L L 91 61 OZ - 1x4 ` -- r r Y 11 r 11 r E ZL Z £ Lt 4 Q 4xE UL , r i 4x£ r r 9 6 Zt l 00'1 8 9 ili L - 4x4 6'00 t = ele 0 0 09 0 1 0 1 0 09 0 - Mr42R9bPrn230 - XNWOANOSusNwzxMOZn6Cax 0 £Z0 4 0! 1. eSed 910Z 94 :4Z :LL EL AV PaM 'ou! 'sa!4snPW A 91.0062 doS s 0491 ld 'a!!!AUOS)pep 'sagddnS 6u!ppng 6uiuueyy (!euogdo) eouala ;021 qof 1. 1 e!geo pepoddns uowwo0 1.03 90905 L I' 4860E481 eouap!saa mare LId AO adk1 ssrul 99w1 clop 01.99E ld'edwel 'P MU VA V 'Z LE el!n 'oupuoxa PAR lse3 eped 1 yueuodwo3 BuIPgnB !sal Pep 6PSSa'DPalP0 HlIpna LIdIISNV l ees'swe SAS + sxr a u lS puo S ' S ruy yo 6ny!6sul epd ss woe algol!On0 uo!youuo;ul Dugo4 y y puo sessny ;o 6u!oox) puo uo!yoa�a •Aiaylap 'a6aoys 'uo!yooug0; •41 el! W ayy Bu!po6eJ eouop!n6loJeua61,j 'e6ouwop Apedoid puo Ain1u! !moved a q!ssod qy!M esdopoo 6uenexi oy puo /44I goys 10; pannbaJ sAom!o s! Bu!oolq yueuou uad puo Alolodway louog!ppV 'Apo sJegwew poyo b /puo qeM ssruy lonp!n!pu! ;o 6upNonq yuaneyd oy s! peyoo!pu! Bu!ooJg •u6!sep 6u!ppnq . piano ayy Oyu! u6!sep s!y{ e1ox>daow Apedad puo sJeyewoJod u6!sep ;o A6p!goopddo 0qy Alvan ysnw Jeu6!sep 6u!pl!nq ayy •esn elope •waySAS ssruy 0 you •yuauodwoo 6u!pl!nq lonp!n!pu! uo 104 s! puo • UMOys vayawOJod uodn Apo pesoq 1! u6!sep s!gl'OO43000OD ® 0JW ypM Apo esn Jo; pion u6!sad '3Sf 38Od38 SGOZ/EO/Ol 'na' ELPL 30 Vd 30N3N3d3N N31/W a30l7ONI ONV SAL NO S31ON 0V3N Pue valaweied uflsap Alvan - 4NINNVM v 1 ' 91.05'£ 1. ludtf :epl0 Ot9£E li Edwel • A18Ise3 e>fled P069 17£99 v93 ld Sul Vsn 4eim 09E6VoN 3d RIM V sewogl as %!,S 1`d N p iS •,, i .� )• s�, 3 • ; a- = ssn„ s!y; ;o u6!sap pue s!sAleue ay) u! pasn sem lapow AIM pua Jegwe4 „shay paxg y;!m s)lealgLO)!d p! (9 • • •1.0£ =17 '1.0£=Z (g1=1) Ideoxe (s);u!o1)e g!idn ql 001 Bu!pue ;sy)!m ;o algedeo amid 6uueeq o; ssru) ;o (sieglo (q) uolu0auuo0 leo!ueyOaw ap!nold (s •-- -•- � siegwaw Jay;o Ilue pue pow wogoq ay; uaam;aq;g 17 8£6£ O !Ma !M �( eI 6 ue 3O aie 4 Ms eame II eu! Lo wo o a uo sd • • � • � II. P. O-O q Ilea 0 P 4 1 q 4l 1 0'OZ ;o perm an!l a �o; pau6!sap uaaq seq ssn�; ski.. (4 'sperm en! Ja 0 !M au6lsa e 00 �,b.•.S N30..•, - X'' P I I 43 Ave 43. I uaJJnouOOUOU P eo I en! IP 4 Loo wo 1og1 sd 0' a Lo J P P ueeq q se 4 ssru I s! 41(£ 09'1.= d amid 09" L =100 lelwnl �o 9i b, ......... % , : umoys suogoeei Jo0 SadMw ' 690101 pue siagwaw Jo; 3- 3:pasodxe )y6u pue gal 16011.18A pue : pasode )q6u pue I eI Janell;ueO :euoz ,, //� /11111 54`0,0 � 0 0 10 - 9 - 9 (Z)Lous;xs '0 - 8 01 Z - L - L (L)ioue ;ul 'Z 0 117 1. - P - 1 - (Z)Joua;x3 0-0 pue (IeuogoaJ!P) S21dMI '81.'0 =!d00 "pua :0 dxa 'II le0 :117=0nee '1175 =1 11917=9 '1SZ =4 4sd0'£ =1008 '1sdZ'p =1031 '4dw 10 L =PseA (;sn6 puooes -£) 4dw0£ 1=llnA :01 30SV :PuM (Z •u6!sep s!y; Jo; paJap!suo0 ueeq envy speol am! ;ow peouelequn (1 - 9310N 217£/0 =9 S83M LOS/94 9 =9 0HOHO108 OZZ/170L =91. 'S£Z/909 =91. '055/ 009 - =91. '09Z/ 009 - = 171 - £ '905/909 - =171. 'OZZ/P0L =£1. 0NOH0 dal 'uMOys uagm )deoxa ssal Jo (ql) OSZ seolo; IN - .ual "xe of dwo3 'xeyy - (qI) 'S3 0210d (5I. 31) 1.00- =17 1Z1. 01) LO£-= Z1!Idfl X8y41 (01. 31)1791. zloH xeyy 9 S 0 /SOL= 4'9 /SOL =Z (ez!s /ql) •SN0110V3e1 •ap!n6 uo!;elle;sul Laz!l!ge ;s yuM eouepJo0Oe u! 'uogoeje ssnJ; 6uunp pal!e;su! aq 6woejq solo paJlnbaJ pue siez!!!ge)s )ey) spuawwooai a l � 1 W Z' dS 4x5 S83M '6u!oeJq 00 0-0-01 JO pa!Idde Illudegp 6 u!I!e 0 PON 0210HO 108 Z'ON dS 17x5 021OHO 108 'sulund oo 0-£ -17 io pa!Idde (lu0ailp 6uly;eags poom IemuonJIS 0NOH3 d01 Z• dS 17x5 0210HO d01 - ONI3V219 - 2138Wfll %0Z =1d q1 L9 :34 (1 xuleW) LOOZIdl/4LOZ38d 0 P 0 3 0'01 1008 eiu eft! 4 10'0 (lflzJoH 90'0 8M 93.1 Jou! ssai;s da21 • 0'0 1108 091. 666< 6 61'0 (1fl ia/1 0L'0 O8 SZ' 1 100 Lagwnl 01 1001 061. /4172 OZ11 on 666< 6 L0'0 (11)1r 179•0 01 SZ' L 100 duo aleld 0'0Z 1101 didO S31Vld P/l IPPI1 (Doi) u! •ld3a •ISO 0 - ONIOVdS (Jsd) ONIavoi L9 — (A X) s)asJ10 a)e1d 0 - 9 - 8 0 1 0 -0-u 1 0 1 9x£ 11 4xg . 9x£ I s 4 91 9' ce 7. St 41. ztIoo't £t 5 = sxs 0'9£. 1 = eleoS 0 0 0 0 0 1 0 1 0-9-8 1 1 0 1 1 A f421ZXNUA IAZbgx - X21WOANOSusNwzxM0zn6PD 0 £ZO4 :01 1. °6ed 91.05 91 =L1. 51. Ay PeM 'out 'sa!ilsnpul )lel!W 9105 6Z des s 049' ld 'e!I!nuosver 'sa!lddns 6u!pl!ng 6u!uuery (leuogdO) edueJ91021 qof • L 4 uowwo0 503 909091r 9960£491 aauap!sed luWlaJO IId MD edtl ssrul ssnll qof 0199£ id 'edwel '4 LEZZ VA'oupuoxelV '0 LE O S 'lea4S eel 'N 910'eyny4sul aIDld ssruJ =ay elgol!Dnp uopDWJO)ul nlalnS PM9 Ise 3 e>lJed 4069 ;ueuodwOo 6 uIP9nI 1931 PUO 69 11S0' AlponO LIdI%ISNY aes'suJe sAs ssn4 puo sessruy yo 6u!ooiq puo uo1.1peie • uogoougoy eyI 6u!pio6ei eouopin6 loJaue6 JOj 'a6DW Dp Apedoid puo AJn!u! louosled elglssod gy1M esdoIIo3 paned Oy pUD ALIIigDys Joy paNnbal sADM!o s! )18111114 +N yueuou ed puo AJOJOdway louog!ppy 'Apo sJegwew pim /puo qeM ssruy lonp!A!pu! yo Bu6Jlonq yuenaJd oy s! peloo!pu! 6u!ooJ9 •u6!sep 6wpl!nq 1 Ilmeno eyy 04U1 u6!sep NI eyOJOdJOOU! AuedoJd puo SJayawoJod u6!sep y0 A4!!!goo!Iddo NI yueA ysnw Jeu6!sep 6u!pl!nq eyy'esn eJo;eg'weOs ssn4 you •y ueuodwoo 6u!ppnq lonp!n!pu! up Joy s! puo 'uMOys sJalewOJDd uodn Apo pesoq Si u6!sep syj SJOyoauu0 Sl91iW yy!M Aluo eSn Joy p!loA u61500 .3S/1 3?JOd3e SLOiuw/OS '' °J EL►L 30 Vd 30N3d d3d N311W 0301110NI ONV S1H1 NO S310N Otg?1 pue sJalaweJed u6/sap.(yua� - ONIN41VM / 1 9 LOZ`£ I. I!JdV mea 019££11 KIM. 'PM8 0e3 wind 4069 SZ• 1= 3Se9JOUI aleld 'SZ' L= eseeJOul Jagwnl :(peoueleq) anll ;0oa + peat] (; 4E99 uoa -u -NI bSn 4fturi prepuelS (s)3svo avoi O9£6£'ON 3d luE01V Y =ma Ja wn ;lm a uoo ul s! Js6ue 0194M salmi u e ! ' q 14 la 3 4 o 4 141 II Ild(O1 111 :pim w ;o yo ouoq eoe ;uo nJ ; o; (sa ss 43auuoO 0 4 o pus a a wall ,�� -a 1 N 0� . �' 0 . 6ul3Je ;s •xew o0 0-0-z )e paaeds;ualenmbe Jo (Japi!O Aid al 'S nil Z/L LxP01 L 'JaPJ!S p01, Zf11H 911- 6u011S uosdw!S rill (6 ,•,�\ ` ........ . & Ie 'ssru; sly; ;o ufi!sep pue s!sAleue ay; us pasn sem lapow Avg pus Jagwayy „shay pexg y ;!m swleeJgyo ;ld pl6u- !wag„ (g , � • •• 0 ,••. • 0 O� '1101 =Z yi• - � • 'OEZ1=9 (q1= ; D;deoxa (s);u!of ;e Wldn CH 001 6u!pue;sy ;!m ;o algedeo amp 6uueaq o; ssru; ;o (smut) 1fq) uogoeuuoo leo!ueyoew ep!noJd (L • (• T om"' .. 'sJagwaw Jaw J(ue pue pogo wogoq ay; uaam;aq ;9 • ' � 0- = Wm ep!m 0-0-Z J(q Ile; 0 al6ue;oaJ e aJaym seeie Ile u! P10110 wouoq ay; uo;sd0'OZ ;o peol eA!l el(); peu6!sap uaaq sey ssru) s!yl . (9 :speol ayl Jew J(ue y;!m;uaunouoouou peol am pimp w q js p ouo 0"0; e Jo; peu6!sep uaaq set; ssru; s!y1(s = 09'1=100 dub amid 09'1= Jagwnl :pesodxa 146u pue ilei leo!.lan pue : pesodxa ;y6u pue gal Janalgueo :(leuo!peJ!p) SadMIN :81'0 400 ' :0 dx3 i '. OBEs£ ON .• + :II lea 'gy =eAee :g4Z =l :1S4 =8 gZ =4 '1sdO'E= 1008 •{sdZ'4= 1001 '4dw 101 =PseA Osn6 puooes -£) 4dw0£1= j1nn'01 30S`d :PuM (V • • •� ^ • ; .u6!sap sly; Jo; paJap!suoO uaaq aney spec)! OAII MMN peouelequfl (E o i ' / L S N 3 � y � b .pa;eo!pu! esINuetno sseiun '(g) JO (3) se pa ;ou speol Apo a;ngU;s!p 0; papIAOJd uaaq army suo!leuuoo 'j 0- ' ........ • `• �0 %%% Aid 04 Aid 'uo!40 wn as (S)3SV0 a/ 043 u! eoe; (8) �loeq Jo (d) wag se pejou I!;deoxe 'se!ld lle o; peildde J(llenbe peJep!suoo ale speol Hy (Z e , ��••••• v :00 0 -0-1 ;e moJ 1 b II 1 P to q M x Z smo o se a auum s a iii. f111111110•" 0 � ao 0-6-01e p01966e 15 SMOJ Z - 9XZ :smog); se papauuoo spJOyo wogog :30 0 -0 -1 ;e m0J I. - 4xZ :smollo; se papeuuoo spJoyo dot :smog); se sl!eu ( „£x,, L£ 1'0) PO L 43!m Jay;a6o; pepeuuoo aq o; ssni Aid (I. -S31ON EL4/ 981 - =6 'Z9E /£99 =9 'ZLb1/ 905 - =L '969/9991 =9 '4Z1£ /9£41 =9 S93M 09ZP /OLL1 =91 '09Z4/OLL 1 =9 1 - L L '09Z4/OLL 1 =L 1 '0904/OLL 1 - =91 '09Z4/0LL 1 =91 L '09ZP/0LL1 S1 9 0941 - = 41 /0941 41 /0841 =6 0d0H0108 911Z/LL64 9 /ELSE = 9 4 E'E6L1 /8004 =E OIOHO dOl :umoys uaym ;deoxe ssei Jo (q1) OSZ seam; IIV - 'ual •xey j'dwo0 'xeyy - (ql) 'S33210d (9 01)1101 =Z 19 01)0EZ 1 =911!Id fl xeW (L 01)991 =Z vol..' xeyy 9 9 =Z'9 9 =9 (ez!s /qI) 'SNOI1OV311 Z'oN dS 4xZ 983M '6upeiq oo L JO palldde r(I;oanp 6u!I!ao p!6! OHOH0 109 Z oN dS 9x0 0aOH0108 'su!und oo 0-9-E10 palldde Alloww!p 6u!y ;eays pooh IeJn;onJTS 0N0H0 d01 Z'oN dS 4x0 01:10H0 dOl - ONIOV1:18 - 2138Y1l1 %0Z = id (11 961 :34 (11 LOOZIdl/4LOZO8d epo0 0'01 1008 e/U e/u 9 90'0 (IflzJOH SE'0 8M ON JOUI ssaJ ;g dad . 0'0 1108 091 666< 6 91'0 (11)1ran 99'0 08 SZ' L 100 Jagwnl 01 1001 061./440 O&M 04Z 666< 6 90"0 (11)3jeA 0£•0 01 SZ'1 100 duO a;eld 0'OZ 1101 d11:10 S31Vld P/1 13aP /I ( V! 'ld3O 'ISO 0-0-Z - ONIOVdS (fsd) ONIOV01 19 P — (A X) sles110 eleld 01 - 4 0-0-4 0-0-6 01 - 4 I 0 I C I 0 I £(-9-4 I 9Zf11H 90r111-1 I I = gxg 9Zf11H 4xZ 9Zf11H = 9x9 90f11H I ► — 9x£ � 81. LL 91 91. SL 8 41. 6 L enI i`-� 111 11 li 11 ' M . z 9 3 s E sx£ BxE zl 00'L = 4x4 0'90: L = el 01. 0-0 0 E 1 0 0 1 I 0 I 0 I E I. I 0 - n p3z NIo016zo1eddAl191llLg9V101OaZ8> IOISLOOud - xlmaANOSusNwzxN1`Jzn6ciz a£z04 :01 L abed 9100 L$ :90 :L1 CI. Ay pam 'OUI 'sa91snpu1 Jle1!W 4LOZ 60 deS s 049'L ld'aII!Auos>IDer 'Se!Iddns 6u!pl!ne 6u!uueyy (leuo! ;00) aauaia ;aa qo! z 1 Japxo uOWWO0 003 909091r 9960E491 eouep!seN uu eie AId A10 edlll ssrul ssrul gor • 01.99E ld'edwel '4lEZZ VA'oupuoxalY'ZLE eyinS'4 eal •N 81Z'aynygsul ayold ssruI WOJ; elgollono uoµowJOlul AlaJDS 'PAI9 Jse3 aped 4069 yuauodwo0 6 uIPIIn9 IS79 puo 68 " AMMO LldljISNV aas 'swaysAs ssrui puo sessrul jo 6upoiq puo uo6oeue luangap 'a6oloys 'uo 400ugo; .`. . e 6ulpo6ai aouopin6loJeue6 wj 'e6owo oJ!moved p /4Jedd puo Alnlu!moved elglssod LION asdopoo yuanad oy puo Ayllpoys Jo; pannbai sAoMlo g 8 1 W 6upoiq yueuowlad puo Aiowdway louol;ippv 'Apo siagwaw pogo 0 /puo QOM ssnq lonpinlpul ;o 6wponq yuanad cum payoolpul 6uloolg •u6lsap 6ulppnq "!piano 044 oyul u6lsap 11141 e4oJod w Joo Apadoid puo siayawoiod u6lsap 40 Ayglgoogddo ay; AJpen ism Jeu6sap 6ulppnq agy'asn aJo;ag •waysAs ssnµ o MINI you 'yueuodwoo 6ulppnq lonpinlpul uo Jo; sl puo 'uMOgs sJatewoJod uodn Apo pasoq sl u6lsap sul "voyoauuoo vow, gy1M Apo asn Jo; Ron u6isa4 •3Sl 3HOd3O SLOZ/EO/OL 'nay £L41 30Vd 33N3N8d0d N311W 030070NI ONV SIHl NO S31ON OV32I Pue s a4eweied u6;s0P.J;uaA - ONINNVM (d)££9 - =9I- (d)£49 - =LL (d)L49 - =9• (d)449 - =SL (d)04Z1 =41 :PeA (ql) spool paleJlueouo0 OZ 9 Z'45 9 =4 l :UGA (pd) spool uJJOun piepuelS (S)3SV0 OVOI nrfraz NIo0L6zoleddM9llllg9tlIOI0oZPOISLOOud -X2iW0ANOSusNwzxM0zn6gZxO£ZOVOI Z abed 91.0Z LP :P :LL EL AV peM 'oul 'sapysnpul Aallry 91.OZ 6Z doS s 049'L ld 'ell!AUOSrpef 'sapddnS 6ulppn8 6uluuery (leuoly0o) eoueJelea qol Z lapin uowuw0 803 8090SLf • 98608481 aouaplse LIWRJN .Id JGO edA1ssrul ssnjl qof • OL99E 'edwei ' 41£ ZZVA'oupuoxa!VZ!Eel!nS'1 N81 'ayny!ysuleyoldssrulwo4apol!ono uopouuoplAlaps PMB ise3 aped 4069 pauodwo0 6 u!PIP 1 9 !S31 Puo de DpalP0 A1NofO lldl/ISNV eas 'swaysAs ssnq puo sessruy yo 6upoiq puo uo!paJe luaylap 'a6oioys •uo!yoougol ayy 6uipjo6a1 aouop!n6 I0I8u06 Joj 'e6owop Apadoid puo Nn!u! IouOSlad alq!ssod yy!m asdoIo0 yuanard 01 puo Ayg!g0ys Joy pagnbai sAomlo s! el !Vg W 6upop yuauouuad puo NOJOdway Iou0!y!ppV 'puo SJegwaw 1:v04010/pulp qam ssn4 lonp!n!pu! 40 6uy)long yuanaJd 04 s! payoo!pu! 6upoJg •u6!sap 6u!pI!nq 1111 !piano ayy ow! u6isep s!qy elcuodrodu! Apadad puo srayawo1od u6!sep 40 4!lp03!Iddo ay{ A;uan ysnw lau6!sap 6u!pling ay al y 'asn oyag 'waysAs ssruy o you 'yueuodwoo 6uipl!nq Ionpin!pu! uo Joy s! puo •umoys siayawoJod uodn Apo pasoq s! u6!sep s!yl slopauuoo (Maly,/ Lynn Apo asn 104 piton u &sag '390 3d0d38 SIOZ/£O/OL , e , £LOL 39Vd 30N3d3d38 )1311W 030II73NI ONV SIHL NO S31ON OV3el Pue eJeJaIueled u6lsap Aluan - ONINNVM 7 I _ 1 960tEI. I!ad`d :elect ()ME lj edwel 'PM lS83 8 wind P069 OZ - = 6 5 ee 4£99 PO 18 'OUl 'VSfI )1814A1 (gd) speol uuopua O8E6£' 3d !ueg!V'y small 5Z' L= NS8NJOul °3e!d '9Z' L= esealouI lagwnl :(peoueleq) am + peea (1. piepuelS (S)3SV3 OVOI `�� \� -�`d NO/t9 1i� (8) �loeq to uol s e mom ale s sru e ; y3 3 pe!I P I ' 3 (S)3SV3 OVOI 43 I (OL (d) 3 ; p l l 43 ;o aoe a o I dde s eo uo! es a u ,� • S1 4 'slaylo ;o A4!I!q!suodsal `∎% \`'-).•••a, \ El O .• • ',� ayl s! (s)eo!Aep uo!loeuuoo Lions lo uogoalas /u6!sep ay1 . ployo wolloq uo 0-0-1 le do q1 6ZL pue umop qI g4Z pue 'pimp do; uo • ---r.'"-......--"417..., N• • ,, 0 3e do ql Z9Z pue umop q1 95Z (s)peol pa3eJlueouoo poddns o3 luep!gns pep!Aold eq pet's (s)eo!nap uogoeuuoo laylo Jo (s)la6ueH (6 .. 'Plea lIVN301 s,)lal!yy 03 Jelei s1!e ;ep avow god .s1!eu -eO; (,,SZ'£X,94L'0) RI. Lo (..£;9171.'0) POL saleo!pw „03lIVN., (8 • • - 'ssw S! p pue I ay; p !pow l!xg pus Jegwelry „shay paxg yl!m s�leaJgyol!d p!6u -!was„ (L - 3 43 ;o u6!sa ue s!sA eue a Li! sem a A _ • -- Z l u ! of - w g!Idn ql L89 pue 9 lu!or le g!Idn g1849 6u!puelsyl!m ;o eigedeo amid 6uueeq of ssn4 ;o (slaylo AO) uo!loeuuoo Ieo!ueyoew ap!Aold (9 • __- , � 'suo!loeuuoo swig o3 ssn4 lo; (s)lapl!6 o3 Jaja (g g 1; s E 0 N 'slagwaw laylo Aue pue pogo wogoq ay; uaam3aq 39 i • •. . II!m ap!m 0-0-z Aq I lei 0 ei6uewal a alaym seale Ile u! ployo wolloq ay3 uo;sdO'OZ ;o peol an!I a lo; peu6!sap ue q seq mil s!y1 • (4 i � it ' • � 0 \ • n!I • `� � 'speol a laylo Aue y;!m we.unouoouou pm! any pump wogog;sd 0'01- a lo; peu6!sep uaaq seq ssru3 s!yl (£ , •, �d� • • . • N • 3 . o . `n NC' . '6u!puod Ja4em luana ld of a6eu!elp alenbepe °ovoid (Z 'it / // i I d S � ``%%`` 09 L =100 Jagwnl :pasodxa;OOp pue gal leo wan pua : pasodxa;y6u pue gal ianal!3ueo :(leuo!loanp) SWAMI :91.'0=000 ��u3 0 dx3 'II 1 'u4 =NAea 5Z =4 : ;sd0'£ =1008 '1sdZ'4 =1001 :Ow L0 L =Psen (lsn6 puooes -£) 4dw0£ L=31nn :0 L 30SV :Pu.M ( L - S310N £99 L /OZ9 =L '6£S /6Z9 - =L '8ZS /45- =9-£ S83M LL41./ 99L 9 L' LLVL/ 99L 9L LL'LL4L/99L LL /9SL - =9 O2IOHO108 899/59 LL : £69/1.0£1. - =9L - 9 '£69 /LO£ L =9 L L '£69/LO£ L =S L '£ 69/ 1.0£ L 4L 4'£ 69/ L0£ 1- 1. 4'£ 69/ LO£ L L - ZL'£69 /1.0£L ZL £'L09 /LLLL =EZ 01:10140 dal. umoys Uagm ldeoxe sse! to (q1) 05Z seolo; lly - 'uaj . xeyy/ dwo3 'xeyy - (ql) •5332131 (8 3l)1.99 - =Z YS 31)649-= 9WIdfl xeW (1 31)£ZZ =Z ism xey!l 9 S 1£9LL =Z'Ie !ue4oaIN/09ZL =9 (ez!s /ql) 'SNOI13V321 ' uo!3e!Ielsul Jez!I!gels yl!m aouepl000e u! 'uogoala ssn4 6uunp pallelsu! eq 6u!oelq SSOJ3 pannbaJ pue siez!I!gel$1e44 spuawwooal N9j!yy '6u!oelq oo L L -9-910 pe!Idde Apoanp 6u!I!eo 13!6!b 02IOH3108 Z'°N dS 4xZ S83M "Sleo!yan pua Z'oN dS 1 02IOH3108 ldaoxe 'su!pnd oo L -L-£ to pe!Idde Agoal!p 6u!yleegs poom ISJnlon4S O210HO d01 Z'°N dS •xZ 0210H3 d01 - ONI3V218 -2139Wf11 %0Z = 1d 41 96 NNW (1 xu4eW) LOOZId1/4LOZ38 i 9 P 0 3 0'0L 1039 e/u e/u 9 40'0 (1flvoH L9'0 8M ON JOUI SSOJlS da21 • 0'0 1138 091. 666< L PL '0 (11)1- 99'0 O8 9Z'1. ioa Jeqwni 01 1031 06L/44Z 0Z1W 04Z 666< 9 90'0 (11)3.IOA £6'0 31 SZ'L 100 duo aleld 0"OZ 1131 dItlO S31Vld p/l i epn (3°1) u! 1130 'ISO 0 - ONI3VdS (;sd) ONIaVO1 1P Z - (A'X) sleek° eleld 9 - S 8 0 1 0 - 9 - 94 1 8 1 0-0-L 1 03]IVN Iw!oad9 11 PE 0311VN 031IVN — OLX4 031IVN 031IVN 11 4x5 L S — 9 LZ OZ 6L L 9L L L 9 L E !,U UU LLI o LI LI !,U a z ZLI oo 4, 0 UU UU uuEi uu till s± 9 9L 91 4L 4 £L ZL £ 4x4 031IVN 031IVN 11 4x5'L 031IVN 031IVN IBioadS — Lx4 031IVN L 4 L = eleoS 8 8 0 0 1 0 1 9 1 0-0-L 1 0 1 Nf42R43 A CIANOSusNWZXMOzn6gZx 4 06ed 9L0Z 49 :4Z :LL £L AV POM 'Dui'SaLASnPuI )1 9LOZ 6Z deS S 0491 ld'ell!nuos Per 'se!Iddns Waling 6u!uueW 41euo900) °Dual° ;aa qor L L aawe d!H OH L00 90909 It L860E491 aduappeN IWa Aid Al0 edALssrul ssnll qOf • 0L99C ld'edwej '9 lea VA • oupuoxalV'Z1C e9nS'jee4S Gel 'N 81Z •elnygsul ajold ssrui way a!gollono uoljouuojul MOPS 1 'PN8 jse3 a IJed 9069 luauodwoo 6 ulptln9 ISO9 Pup 69- 9SCI '°I 4I 3 Mono lldl/ISNV Gas 'swe sAs nnµ puo sessruy jo 6upoiq puo uo!;oaie 'AJaAgap 'e6oiojs •uo!yoougoj 'I y eqj 6upJo6eJ e3UDpn6 6 J w loJeuaOd 'e600p Apadoid pUD Amp! Iouosied algissod !Alm esdollo3 juaAeJd oy puo Ayglgoys JOj paanbei SAOM!O S! .4 %MI 6upoiq yuauowied puo /JOJOdwaj louo!APPV 'Apo siegwew pimp Jo /puo gam ssf14 lonp!A!pu! ;o 6ulplonq juanaJd 04 s! pejoo!pul 6upoJg 'u6!sep 6wppnq . IIDJaAO DLit 04U! u6!sap s!4j aIDJOdJOOU! Apodoid puo SJayawoiod u61sep 40 A4!l!goo!lddo eqy AJUOA 450w Jau6!sap 6 u!pl!nq egj'asn 01009 •welsAs sway o jo u 'y uauodwoo 6wpl!nq lonp!n!pu! uo Joj s! puo'uMOys soayawoiod uodn Aluo pasoq s! u6!sep s!yl'sJojoeuuoo CWIejj 4y!m Apo asn Jo; p!!on u6!sa4 '3sn 32/043E1 SLOZ,£o/OL 'Aai CL4L 3DVd 30N3213d3ef N3GIW 030I170NI ONV SIH.L NO S31ON OV321 Pm vajawejed u5jsap ANSOA - ONINNVMV (8)6£ LZ(9)6£ 0Z(8)6£ =6L (8)6£ - =9L (8)6£ =LL (8)L9 - =9L (9)L8 =SL (8)L8 - =4L (8)L8 - =£L (8)L9 I. (8)44Z 8(8)8£L =£:PM (qi) speoi m84000000 WepuelS (S)3SV0 OVOI Nr4Z1ztlotua8o4060438Sb4 loM l4wf1041 '8! OI Z e 9LOZ 9S :4Z :LL EL AV PeM 'dui 'sa!Jjsnpul >laj!IN SLOZ 6Z deS S 099'L IA 'ell!AUOSJper 'sa!IddnS 6u!pl!ng 6u!uuelry (Ieuo!jdo) eou2ie4eJ qor L L Apo d!HJIBH 100 909091r L96o4P91 aouap!saa male Aid AID adJ(l ssrul Sarin qor • O199£ ld 'edwel 'P L ZZ VA'oupuoxelY Z le a4!nS'yaaJ4S eel "N 91Z 'eyn4I1sul ayold ssrul woq algol!ono uollouuoyul AMPS 'pNB lse3 awed 1 yuauodwo3 611 !PIl 1 9 IS39 Pup 69-ISa]'Wie1P3 A91on81 LI6LISNV aas •SwaySAS ssnry puo sassny yo 8u!oo/q puo uo!peJe A1anllap •a6oJoys •uo!yoougoy . )1e 1• ayy 6u!pio6al aouop!n6 loieua6 Joj 'a6owop Ayradoid puo ANnlu! louos,ed alq!ssod yyun esdofoo yuanaJd oy puo Ay!I!goys Joy pa {nbe sAomlo s! .1.111 Bu!oo q yueuoWJad puo AioJodway louo!y!ppV 'Apo vagWeW pimp Jo /puo gem ssruy lonp!n!pu! yo Bu!gonq yuanaJd oy s! payoo!pul 6u!ooJ9 •u6!sep 6u!pl!nq 1� !piano ayy 04U! u6!sep gyy ay0JodJoou! Apeda 4!l!g d puo sielewoJod u6!sap yo Aoo!lddo ayy Ayu pow nw Jauelsap Bulpl!nq egl aioyao •waysAs ssny o you 'y uauodwoo Bwpl!nq lonp!A!pu! uo Joy si puo 'uMoys vayawoJod uodn Apo pasoq si u6!sep siyl •vopauuoo vanity gum Apo asn Joy poA u6!sea '3SO 3NOd38 SLOZ/EO/OL "nai ELPL 3DVd 30N3M3d d N311W O30/170NI ONV SIHA NO S31ON OV38 pue sjayawe,ed u6lsap AyuaA - DNINNVM 1 L 960Z`£ I!Jd`d :a ;e0 019EE ld edwel'pAl8 lse3 a )Jed P069 6£99 180 ld ' 'VSfl L''W 08E6£'°N 3d luegjV'V sewoiu 1 H N 0/ %,„A4 .a ........ tY - ssnj sly; ;o u6!sap pue slsr(leue ay; u! pasn sem lapow k!xg pua Jagwayy „shay pax} y ;lm sleajg43 0 p!6u -!wag, (g ► n j : T r" Z )wof le lllIdn qI SLE Pe g;u!of ;e g11dn q1 OL£ 6u!puelSgl!M ;0 algedeo amid 6uueeq o; ssnj ; ;o (slay ;o Aq) uo!43auuoo leo!uegoaw ap!Aold (1 0• 'suolpeuu430 ssnJ; o; ssru; Jo; (s)Jep96 o; ja;aa (g • 'sjagwew Jay ;o /(ue pue ppoya wonoq ay; ueam;aq pj Illm aPloN r) Aq IT 0 - 9 - E al6ueiaj a alaym Seale Ile u! pioyo wogoq ay; uo;sd0'OZ ;o pool an!! a jo; peu6!sep uaaq seq ssru; s!yl, (g • 0806 £ O (� 'spool am! Jay ;o I(ue y;!m;uallnouoouou pool an!I pioyo wogoq;sd (y0 L e Jo; peu6!sep uaaq seq ssnj; s!41(4 '6u!puod Ja;em;uanaJd o; a6eu!ejp a;enbepe ap!naid (£ L • ,JAS �� —• 'umo • y � �� 09'1 =100 dub amid 09' =l00 jegwnl • • • N 0 •. r • , \ys suo!peei Jo; S I MI ' S03.101 pue siagwew io; 0- O'pesodxa pue gal leo!IJOA pua ' pesodxa lg6u pue �a1 Janal!;ueo 'auoz -1 1/11111% - � S `‘�•,` 8 1 '4 p eAee lIPZ =l I Sp=9 3 3LSZ= 4 ( ;sd0 = 1008 3sdZ 4 =1001 4dw 3 l Ot PS A (lsn6 puooes 11 ' 80 E) 4dw0£L =al A 01 30SV :PuM (Z ufi!Sep sly; Lo; pajap!suoo uaaq GA84 spool an!I;ool paoue!equ0 (1 -9310N 1.8E /4S1. 01. 959 -= 9- 9'14£ /L LL - = 6 /LSZ 6 'SLZ/L0£ =01. S83M 494/41.£ =6 '999/68£ =01. '646/EL9 =01 - Z 0210H0109 ZZ£ /EZ9 =9 1. 'ZZE /£Z9 - =9 1 '04£ /899 =S 4'09£/ 989 9L 4' 64£/ 0LL 91 PL =41. O2IOHO d01 •umoys uaym ;deoxa ssal JO (q1) OSZ seam; py - 'ual 'xelnl/•dwo0 'xeyy - (ql) 'S33210d (Z I. 01)9 L£ - =Z 16 01)0 LE - =8 g!Idfl xeW (1.1 01)892 =Z vol.; xeyy 9 5 /E9L= Z'Ieo1Ue4oaW /599=8 (ez!s /ql) 'SNOI10V321 'ap!n6 uo!;elle ;sul Jez11!ge ;S y ;lm aouepi000e u! 'uol3aa ssn„ 6uunp palle;su! eq 6uloeiq ssolo paj!nbal pue sjaz!I!ge;S;ey; spuewwooa! Aa11W . 6u!oeiq oo 91. 10 pa!ldde Agoanp 6 u!I!e 3 P! 02I0H3 Z'eN dS 4xZ S83M '9le3!yan pua Z'°N dS 4)(Z 01:10H0 109 ;deoxe 'su!und oo L -01-9 JO pa!ldde AUoaj!p 6u!y;eags poom lelnPru ;S 02IOH0 dOl Z'°N dS 4xZ 02IOH0 dOl - ONI3V2I9 -2I39Wl1 %OZ =1A ql SOL :34 (W xuleW) L00ZId1/DL0Z09d 9 P 0 0 0'01 1008 eft! eft! 9 Z01) (1J)LOH 44 0 9M S3A J3UI ssai ;S dell . 0'0 1108 081 8LS< 6 8£'0 (11)IJeA Z8'0 09 SZ' L 100 Jegwnl 0'L 1001 061./174Z 0Z1W 04Z 666< 6 41'0 (11)N LE ' 01 SZ' L iO0 duo 9 4e1d 0'0Z 1101 dI S31Vld P/1 UaP /I ( U! '1430 'ISO 0 - ONIOVdS (1sd) ONIaV01 1a L O ZI — (A'X) sles110 e;eld o 9-L-6 9-L-1 -0 0 - 0 - 6 0-S-9L 9 -6 o-0-6 o-Z-6 4x0 = 4x£ = 4x£ = 4xE 9 6 OL • 41. n � 4x9' 91 Zl 00'1 L L 91 a _ 4xE — sx9 I 1 4x5 L b = 4xq ele 9 0 9-4 -1 0-4-0 £ 01 - 8 0 - - 1 0 9 1 9-£-01 0&t-6 0 E1-9 -4 ! 0 - 8 - 1 - Nfb2R41oLua8d10o04eISbADIGObAa AAl4wf MPE8! X21WOLNOSUSNWZMA0zn6gZxoEZ04 :01 L e 9100 PS PZ.LL EL Jdy paM 'oul 'SaUlsnpul 0al!W 9100 6Z daS s 0491 ld 'eolAuosspel' 'sa0ddng 6u!pl!ng 6u!uuen (leuo!y0o) a0Ueja;a2l qof L L IePedS Pp2L ZOO 909091E 9960£4¢1 aouep!sea 01liaia AId /GO edAj ssrul ssrul qor • O1.99E ld 'edwel '4 t£ZZ VA•oupuoxav Z LC ay!n 'PAIS ise3 a) ed 4069 luauodWO3 6u n I A SS(U4 puo 9S rui o Bup u! a ;old S 0J0 apol!ono mo , o!l ug04 IP9 8 ISJ9 Pup 69 • oPa &7 Ayonp LIdUKNY aas •swaysAs ssny puo sassruy yo 6u!oo�q puo uo!yoale •Aian!lap •a6olo }s'uo! ;oougo; ayy 6wpoeal eouop!n6 loieue6 ioj •a6owop Ayladoxi puo /unlut louosied alq!ssod y }!M aJ 4 q esdoIIoo yuand 0y puo Ao ;s Io; paxnbal sAoMlo s .)144101 B upOKI luau 844 puo AlojOdwe; louo!y!ppV •Amur siegwaw pim /puo gam ssnq lonp!n!pu! ;0 6u!gong yuanaxi 04 S! payoo!pu! bupoig •u6isap 6u!p!!nq • Iloleno ay' o}ui u6!sep slip a }oJodaoui Apedad puo sie ewoJod u6!sap to Ayi igoogddo ay; Ayuan }snw Iau6!sep 6u!pl!nq 844 'esn amps •wa;sAS ssnq o }ou'yuauodwoo 6wpl!nq lonp!ypu! uo I04 s! puo'uMoys sia}awoJod uodn Apo pasoq si u6!sap sad •sio}oauuoo vajyj y }!M Apo asn io} pion u6!sad '3S17 3NOd38 SLOZZ£O/OL 'nu CLPL-IIW 39Vd 30N3e13d321 NaLIW 03O1110N1 ONV SINi NO S31ON OV3e1 pue sjejeweied u6/sap ApLeA - ONINNVM NT N I L 91.0Z`E I. I!Jdd :e>ea 01.9e£ 13 edwel 'PM 1Se3 egged P069 6e99 ve31I 'vsn >Nllw 0ee6e'ON 3d IuegIV'V Sewogl • ft : - !� I = ssn�; slim ;o u6!sap pue slsAleue ail u! pasn sem lap= plx0 pug �agwayy „shay pax; rpm s�leaLgyol!d p!6!/- !wag„ (g • O- Z lu!o1 - _ le wide q1 OZ£ pue L l u!ol le ly!Idn ql SSZ 6u!puelsg4!m ;o a!gedeo amid 6uueaq of ssnL4 ;o (amigo Aq) uolloauuoo leo!uegoew ep!noJd (L - • suogoeuuoo ssn,Il of ssnul Lo; (s)iapn6 0l Ja El (g ..- ,� •siegwew J91410 Aue pue pogo wogoq ail uaamlaq;iJ • 08e 6£ 0 N • • • II!m ep!m o-o-Z Lq Ile; 0 albueloar e 6J9ym seam Ile u! puo w y o ogoq ail uo ;sdry0Z ;o peol anll a Jo; pau6lsap uaaq seq ssnJ4 9R11 , (S •, : 'spec)! an!I;aylo �(ue 4l!m lualtnauoouou peol arm piogo wogoq;sd 0'01. a Jo; pau6lsap uaaq seq serum s!41(1' . • , J S , \ ' • y ,� '6u!puod miens lueAeJd of e6euleip alenbepe ep!noJd (E 'i, j • • • N . 3 9 .. \ \Z` . 09' L =100 dub amid 09'1.=100 iagwnl pue gal :auoz (si ',' 7,1/ 11 1 S��,` 9 0l 0 (Z)J '0 6 04 , L -L (L)Joua uI 'Z-L- L - 1. 01 La4 d (Z) oualx3 3 -3IPue (leuo loanp) SMdMWu8L'0=!!!d00 "10u3 3 dx3 11 183 !114r :gqZ =l !gg4 =8 'iSZ =y :lod0'£ =1038 4sdZ17=1031 'ydw LO L =Peen (1sn6 puooes -£) Ildw0£ L =Ann !O1 30Sv :puM (Z •u6!sap sly! Jo; palap!suoa uaaq aney sperm an!1 00J peouelequn (1. - S31ON PL9/£6E =8 '9E4 /9ZL =8 '1.84/99Z '904/Z91. '861./6LZ =6 S83M 6Z9 /0EE =6 'ZS620S- =6-Z 0410H3108 6ZE21.9 - =L 'E8E/Z8L =91. 'E8E29L =S 1. '9Z9/996 - =9 '0£4/ 669 41. - P 171.4/91.6 41. '91.17/L96 '86821.01. 02I0H3 d01 •umoys Uaym ldeoxa ssal Jo (ql) OSZ saw(); pi - •ual •xeyy/ dwo3 •xegy - (ql) •S33210d (Z1. 31)0ZE - =Z 16 31)SSZ-= LA!Idfl xe i (1.L 3l)£4Z =Z my; xeyy apin6 uogepe ;sum 9 /1.9L =Z 'Ieo!ue4 =L (az!s /q1) 'SN0113V321 Jazp!gelg 1Am eouepr000e u! 'uogoeie ssnil 6uunp pagelsu! eq 6uloeJq ssOJO paL!nbeJ pue siaz!1!ge1S;erl spuawwooar )lal!IN '6upeaq oo L-4-9 JO pepdde AI439J!p 6 w1! 90 1)! 0d0H3109 Z'°N dS 4xZ S83M •smeogran pue Z'oN dS PxZ 01:10H0 108 ldeoxe 'su!pnd oo 9-9-5 Jo palldde llgoagp 6ulyleegs prom meJnlonJ4S 0210H3 d01 Z'oN dS 4xZ 02IOH3 d01 - ONI3V218 - 2138Wn1 a/o0Z = ld qI 1.01 114619M -- (W x!JleW) LOOZId1/41.0Z38d 3 P 0 3 0'01. 1038 6/U e/u L ZO'0 (11)zoH L£ 0 8M 93A soul ssaJlg de . 0'0 1138 091. 666< 6 01.0 (lflllan Z4 0 39 9Z' l. l00 iagwnl 0'L 1031 0614117Z OZ11/11 on 666< 9 40'0 (11)0 94 0 01 SZ' 1 100 duo ele1d 0'0Z 1131 dI210 S31Vld p/1 IMP/1 ( u! - 1d30 '1S3 0 - ONI3VdS (led) ONIOVO1 9 91 - 01 - 9 6 1 0 1 9-E -Z1. I 6 1 ii 9<9 L = axe = foie C = 4xE 43 ME 0 r- 8 Z ce 91. 11 51 C E \\ 4x9'1. 9 S PI ZL1 00'1. 4xE - SxS 1/ ` 4 gxs 011£:1 = aleOS 9 9 11-E-4 9 0 1 0 1 9-E-Z L 1 0 1 9 1 o-4-L- 1 Wf421zmasm 1s1631 azoepnioaL vizau usDid- XMWOLNOSusNwzxmozn6gzxo£z34 :01 1 a6ed 9L0Z 99 EL AV PeM 'oul'SaulsnPul Mall SLOZ 6Z daS S 049' ld 'ell!nuomper 'se!lddns 6u!pl!ng 6u!uuBI (leuo!l0o) aouaJ84aa qof L L Roads/00e Me 9090S It 6960E491 eouap!sea uwaig Lld A10 adAj sera± swum qof • OL99E ld'edwel 'elm VA'oupuoxeIV'ZLE °1e-19 "4 eel 'N 8 L "e4nf!ISUI a4o!d srul Wow apol!ono UGHDWJo4ul A4a1OS PAI91se3 ayled 4069 IuauodWO76ulplln9 IS36 PUO 69 Alyonp LIdLISNV OOS'SWa4SAS ssru puo SBSNU4 ;O 6UIDOJq puo UO!43a1a'Alanllap'9601O4S 'uogooUgO; '1 844 6u!pJoB eauop!n6 Iolaua6 •e6owop AyladoJd puo Aln!UI !ouoslad lq! assod qms esdoIIoo 4uenald 04 puo 411004S 104 paxnbal sAoMlo e a 1. W 6upolq yueuowlad a1 puo A1olodway Iouol4!ppy 'Apo slegwew pogo w /puo gem ssnlj lonp!n!pu! ;o 6u!gonq 4uenald o4 s! po oa!pu! 6upolg •u6isep Bu!pI!nq Rill) IID1an0 ayy o4u! u6!sap NI etolodloaui Apedold puo s1949W010d u6!sep 4o A4!fl 03 ddo ay4 A;uan 4snw 1au6!Sep Bu!pl!ng a44 'esn alo;ag lwalsAs ssnw o 4ou'yuauodwoa 6u!plinq lonp!A!pu! uo 1o; s! puo'unsogs slayawolod uodn Apo pasoq s! ubsep s!gl'slopeuuoa smaLW y4pn Apo asn 1o; ppon u6!sea '3S11 3210438 450z/E0/04 ELPL 30Vd 30N3213d3N M311W 030117oNI ONV SKI NO S3LON OV3d pue s eeeweled uN,sep A1uan - ONINNVM 7 r 9 602`£ 6 1!Jdki ) :Kea 0 tom lH edwel 'PM9 ise3 woad 6069 6£99 v 1i •08 1'vsn *11w 09E6E•ON 3d Neg1V ro S W0lu �• " " 1 V N 0 0 � � t i , e . .- � : •��•0 • ••,��+-i .ssn1 sly) ;0 u6!sap pue s!sltleue ay) u! pesn sem lepow /I1!xg puo iegweyy „shay pexg y4M s�leeJgyo4d p!6u -!weS„ (g �• le 31!1d ql OZE Pus L )u!of 3e g!Idn ql L4Z 6ulpue4sy4M ;o algedeo amid buueeq 03 ssru) ;o (slaylo 1(q) uogoeuuoo leo!ueyoew apinold (L ft • • - d- - !43 • suoauuoo sera) o; sane io; (s)Jap1!6 (4.1019U (9 • = •siegwew Jay)o I(ue pue plo wogoq erg ueemleq 10 • -___-*-_- :: Wm ep!M 0 iq Ile) 0 016uepa1 a eiegm seam ge u! pogo wogoq ay) uo;sd0'OZ 40 peol am en; peu6!sep ueaq sey sem 8 !41. (S •-• 08£6£ 0 N - speol en!' rain° 1(ue q4M 411a11nauOOuou peol an!l ploy° wogoq;sd 0'01 e 1o; peu6lsep uaaq sey ssnl) ski. (4 '6ulpuod 1a4eM ;uenald o) e6eulelp a;enbepe apinold (E i i •• .- ' \" 1 •• y • 09 ' =100 dub a)eld 09' L= 100 !p nl :umoys suoea11o; SM yy e, • 2 b � • • S , N . 3 . 0 • r ' , � 0� ,` • g 990.101 pue sregwew io; O- O:pesodxe 1g6u pue gal !eo!yan pua : pesodxe )y6u pue gal Janalgu80 :auoz y 0 1 8 - £ - 41. (1)loualul ' el, L t?' 1 j d 1 S� `•% •o- 11480 1117Z=1 :11517=8 3 449 =4 ( :led0'£ ;1008 1 dZ'4 =1001 4dw lO L P en (3sn6 puooes-£) 4dw £ 1.=31 n 'O 30SV Pui (Z •6!sap s!y1104 paJap!suoo uaaq eAey speoi en!! IOW peouelequn ( 1 - S31ON 9001/9E4 8 094 8 S' ZEZ/ LLE - = 6 6 =6 S83M O16/Z£4 - =6 - 9 '9L8 /L9P - =6 0):10H0 109 90£/ZZ9 - =L '904/Z99 =91. '904299 =9 L '4 LE/64L '9ZE /4ZL 91 =4L SEE /99L 4L /61.6 £1 /696 =£1 08OH0 d01 •umoys ueum;deoxe ssal 10 (ql) 09Z S90.101 11V - 'ual 'xeyy/'dwo0 'xeyy - (ql) 'S30tIOd (Z 1. 01)OZE =Z '(Z L 01) L4Z LI1lldfl xeW (L L 01)8 LZ =Z zjoH xeyy 9 /99L= Z1e =L ( 'SNO110V321 •eP!n0 uogelleleul 1az!I!ge4S yam aOueploaae u! 'uogaala sem; 6uunp palle4su! eq 6upelq se= pa1!nbal pue sJez!I!ge1S;e4a Spuewwoaa1 Nei 1W '6upelq oo p -g-g 10 pa!!dde LI40a1!p 61 P! 0MOHO 109 Z'ON dS 4x2 S83M •s!eo!;Ian pua Z'oN dS 4xZ OMOH0108 )daoxe 'su!pnd o0 9-6 -910 pa!Idde 1(INa1!p 6u!y4e914s poom IemeortuS 0M0H0 dOl Z' dS 4x2 OHOHO d01 - ONIOVM8 - 2138Wn1 %0Z = ld ql 96 :34 (11- xp ;eyy) LOOZIdl/4LOZ08d GPO 0'0 L 1008 em eN L ZO'0 (11)v EZ'0 8M 93A roar ssallS dab . 0'0 1138 091 96L< Z1 92'0 (11)pan 99'0 08 SZ'L 100 Jaguar' 01 1031 061/442 OM/ 042 666< Z1 L 1'0 (l1)Pan co E' 01 SZ' L 100 duo a)eld 0'0Z 1101 dI21O S31Vld Pn OeP /I (Doi) u! - 1430 '1S3 0 - ONIOVdS (isd) ONIOVO1 19 1 — (A'X) 8 1 88 110 aleld 9 8 -Z-9 0-1-6 I 0-9 -91 1 9-E-41 1 0-L-6 I 11 " — 4x£ = 8x£ = pc 1 8 6 n L h o o Z N N .I £L V 0 91 `: • 9 9 •+ — 4x£ — 4x4 E 4xS L 91. 4I ZLIOOZ 4 — Px4 0'8£: L = eien 8 8 11 9 0 - 4 - 1. I 0 1 8 - 41. I 0 I 9 - 6 - 4 0 - 4 - 1. - Wf41:zN186 V1Za ' MAIOANOSueNwzxMOZO6gZeoEZ040! L abed 9 LOZ 993 £L AV PeM 'ele 'sap4snpul Aal!W 9 LOZ 6Z des 5 049 L 11 'ap!nuosyaef 'sapddnS 6uAp ing 6uiuue4y (1e1.10140) 3OU9.1919a qop 1 L !e!OedS 400a 40`1 809091.1 0660£481 a dA gof aouap!seei Ny{alu Am L10 1 ssnl 1 ssnll • OL99E ld'edwel ' 4lEZZVA' oupuoxely' ZLE al! fS' 1aa4S sal ' N8lZ' alnl!lsu!elo!d uollouuotulAIGJDS P 49 lse3 armed 4069 tuauodw03 6 u4Plln9 1E39 Pue 6e • glaW3 A NIone tldl/ISNV 99S • swalsAs nnµ puo sassnµ ;0 6u!oop puo UoIpeJ* quen!!ap •e6oloys •uo!loougo; A elI W ism 6u!pJo6eJ aouop!n6 loJeu96 10j 'e6owop Apedoxl puo Amp! 'Dumbed elq!ssod gum esdo11oo Lueneid oy puo /owls Io; pannbai sAom!o s! 6upoJq y uauowied puo Aloiodwal louog!ppy "quo sJegwaw p/oyo Jo /puo gem nnµ lonp!n!pu! ;o 6u!ppnq luena/d oy s! peloo!pu! 6u!oo.g •u6!sep 6u!ptnq 1 Ilolan ayl olul u6!sep s!44 eloxxLoou! 4edad puo siayaw0Jod u6!sep ;o Al!!!goo!!ddo NI A;uen lsnw Jeu6!sep 6u!pl!nq ay; •esn eio;ag •wals/s nnµ you •l ueuodwoo 6u!pl!ng lonp!n!pu! uo Jo; s! puo •umoys sielewoJod uodn Apo pesoq s! u6!sep s!y' •vopeuuoo glow, 1111M Apo esn lo; pion u6!sad '3Sl 3HOd3E1 9LOZ20/M •na/ ELOL 30Vd 30N . d3e1 N31IW 0301110NI ONV SIHI NO S31ON OM pue siejeu red u5lsep A;uaf - ONINNVM 91.0t£ 1. I!Jd`d :elea 0198E 11 edulel 'PM lse3 91Ued 6069 68991J8 13 `VSn 11911w 09E6E'°N 3d IuegiV Al seul0U1 ` ,1111 1111 ////, , � • ••o t a 'o . 6',9 .. 1 ,, 'ssru s!yl ;o u6!sep pue s!s�(leue ow u! pasn sem lepow Am pue Jegwayy „„slaw pax; gum sgeaJggol!d p!6u -!WeS„ (8 / . si • • Z;u!of r. • ��•� = le 8!Idn ql Z££ Pue L lu!of le u!ldn ql 0£Z 6u!puelsgl!m ;o algedeo amid 6uueaq o4 ssnll ;o (wow Aq) uo!40auuoo le0!uegoaw award (1 'suo!4auuo0 ssnll of ssng lo; (s)lapn6 of la;aa (8 — • 0 - = .slagwew leylo Aue pue pop wouoq eq4 ueamleg 4!i II!A eP!• 0 -0-Z Lq Ilel 0 elbueloal e alaym seam Ile u! pogo wouoq mu peel OA!I a Jo; pau6 uaaq seq ssnll sill". (S . speol eA!I Jew Rue wpm luaunouoouou per)! an!I plop wouoq ;sd O OL e Jo; peu6!sap ueaq seq ssnil Mill (q •. 09£6£ O N 4 -6u!puod lalem luanald of e6eu!elp alenbape ep!nald (E i 09' L =100 dub eleld 09'1.=100 lagwnl :umoys suo!4Oeel l0; SNdMW 1' Seolo; '� pue slagwaw lo; 0- 0:pesodxa 446!.! pue us! leoglan pue : pasodxe 146u pue ual lanal!lueo :auoz 8 I. 0 19 - £ - £1 (1)loualul '9 �i 2 6 • - N \ • • • • , ` ' 04 1.1-0 L L (Z)loua1x3 '11-0 L L 01Z (1)loualul `Z L Ol 4l 4 1 (Z)J 0 -0 Pue QeuopOan ,0 1/ / b l l I t 1 5 4 %% II lea :uq =anea :uqZ =l ' u54 =8 uSZ =4 lsd0'£ =1008 $sdZ'4 =1001 'u6!sa s!y So; pasap!suo0 uaaq aney speo an ; 1 pa0ue Pqun (1- - 9310N Z9 1.1./4L4 '60£/£45 - =9 'LSZ/£OS =6 - 9 S83M 9901/£94 - =6 '6£9/49Z - =01 - 6 '9£9 /49Z =01 0210H0108 192/149 - =L '824/966 =9 'SEE /818 - =91 '84£/9£L =91 'ZL£/ 589 - =4 'E4£/8ZL =91 '6Z£ /LEL =91 'PLE /649 =41 0NOH0 dOl 'wogs uaym ldeoxa ssel 10 (q1) OSZ saww% IIV - 'ual 'xeyy/ dwo0 'xeyy - (ql) 'S33210d (Z1 01)ZEE- =Z'(Zl 01)0£2-= LU!Idfl xeW (1.1. 01)PL 1 =Z zJ•H xeyy 9-9-O /SLL= Z'le0!ue /£S9 =L (ez!s /q!) - SNO110V321 'ap!nb uo!lellelsul laz!!!ge4S yl!M eouepl000e u! 'uog0ala ssng 6uunp pallelsu! aq 6u!oelq ssolo pagnbal pue slaz!!!ge ;S mg SpUawwoOar >lal!W "6 :Bu!0elq o0 8 - 8 :ldeox3 '6u!oelq no 0-0-01 to pa!Idde Apoagp Bu!I!e0 Pi 0210H0108 0 Z' N dS 4xZ S83M "Sleo!gJeA puo Z'oN dS 4xZ 0210H0 109 ldeoxe 'swum' o0 8-4-• JO pe!Idde Agoegp 6u!gleogs poom lelnloru4S 0NOH0 dOl Z'oN dS 4xZ 0NOH0 d01 - 9NI0tl218 - 2138W111 %0Z =lc( gl96:1g (1 xuleyy) LOOZIdU41OZ08d GPO 0'01. 1008 e/u e/u L 00'0 (11)zl SET) 8M S3A IOU! SS deU . 0'0 1109 081 666< E1 (l1)3ioA 84'O 08 SZ'1 100 1 a<lwnl 01 1001 061 /442 oziw on 666< £1 L0'0 (11)1Jan 19'0 01 9Z' L 100 duo ele!d 0'OZ 1101 dINO S31Vld P/1 ILaP /I ( u! '1430 'ISO 0 - ONIOVdS (pd) ONIOVO1 14 — AX) slasu0 oleic( 9 E 6 4L 1 0-5-9 L ! 9 - 9 L 1 S L 1 L1 L -L 1 11 4x9 L = 4x8 = 0IxE 11 4xS' L * 9x8 L 8 6 0 ►t t V _i J V w . r Y 4L - 9 S a = 4x8 = 4x4 Z. io . 91 SL 21 1001 a WO 4 e — 4x4 = LX4 L'4E: t = alen 9 E 6 11 0 ! 0-9-91 ! 9-E -9L 1 9 - 01 1 L 1 - 01. - L 1 0 L 1 11`V2RARl99f1V 3Le9ONVAOLSVObOMe - XNWOANOSo 9 NwZXMOZn6OZx 0 EZ04:01 L abed 9102 99:4Z1L EL idy pe,\ 'ow 'sa!µsnpul maal!W 9LOZ 6Z d s 0491 1c( 'eurnuosper 'sagddnS 6u1p1m9 6uryue!q (leuog0o) aouala;au qop L L IePedSlao21 So'J 9090S1.1' 1460E491 aouap!sad moms AId Ala edAt ssnll swill qo!• • 0L99E id'edwei "t ICU VA'oupuoxelV Zl£ 0 4 10 9'leed9 00 1 •N 81Z'a;n 1! 1sul atold ssruJ woy a!go!!ono uopouudidi ARM PAIS Ise3 aVed 4069 ryauodwo3 6ulp0n0 IS39 Pup 69-esa '14101117 Mode LWd1UISNV aes'swelsAs ssny puo sassru; yo 6upojq puo uolyoeJa 'AJen!!ap'e6oio ;s •uogoopgoy ay !p ; 6uo6e2 eouop!n6 loieue6 pi •e6owop A;Jadojd puo Amp! !ouosrad a!q!ssod yy!m asdoIIoo ;uanaid oy puo / !o 49go ;s Joy pannbei sAom s! �lal! w 6uooiq ;ueuouued puo AIOJOdwa; !ouoy!ppv 'Apo sJagwaw pioyo Jo /puo dem ssny !onp!n!pu! ;o 6up3nq ;ue.eid o; s! payoo!pu! 6upoJg v6!sap 6up!!nq .IIIII 4020A0 ay; o4U4 u6!sep s!yy a;oJOdoow ApadoJd puo srayaw0JOd u6!sap yo A;!lpoogddo ay; Alper, ysnw Jau6!sep 6u!p!!nq ayy'asn °JOyag •waysAs ssny o y ou ';uauodwoo 6u!p!!nq !onp!n!pu uo Joy s! puo 'umoys sJalewDJOd uodn Apo pasoq sl u6lsep s!y4 •voyoauuoo ® 0LW y;!m Apo esn 201 mon u6!sap 3Sl 3210d39 940Z110/04 'na 114E 30 Vd 30N3213d3el N311W 0301110Ni ONV SAL NO S31 ON OV3N pue sje ewejed u6!sap '<AIDA - ONINNVM 7 r • 909'£I. IIJdV :era O l9££ li edwel 'pM9 )Se3 e)Ued 4069 P£ id 'DUI 'HSn *Jjv 09E6V°N 3d IMP/ V Sewoul � � � � , ` � 1`dN0 ' 4 . i .,\ ? * O 1 a 0 1... r � %'. NO �• i . 4- - -ssn1 s!y) ;o u6!sap pue s!sAleue ay) u! pasn sem lapow A)!xg pua Jagwayy „shay pax; y)!m s>lealgyo)!d p!6u -lwaS„ (1 ■ 'Z Po! .__ . - )e Widn ql gm pue g )u!of l e wldn ql Lqz 6u!puels41lM jo a!gedeo amid 6uueaq o3 ssnJ3 ;o (siaylo Aq) uo! oeuuoa lea!ueyoaw ep!nord (9 0 8 C 6 £ O N : •sJagwew Jay)o Aue pue pogo wogoq ay) ueem)aq )g .• ll!M ep!M 0 Aq Ile) 0 al6uepar e aJOLIM SEWS lle u! plo wogoq a uo;sd0'0Z ;o peol GA!! B peu6!sap uaaq sey ssnJ) s!41 • (S \ '\ • \,, �� 'spec)! am! Jay)o Aue y)!m )uaJJnouoouou peo! arm Norio wouoq;sd 0•01. a 10; pau6!sap uaaq sal ssru) s!yl (4 � i 2b •' • S N , •' O � . �� .6u Ja)em )uanaJd o) a6eu!eip a)enbape ep!noJd (E �, (Si, • • • • • • s 09'1=100 dub a)eld 09'1.=100 Jagwnl 'umoys suo!peaJ 10; SadMW '8 saw% ' /i ZL b S v j% % p ue siegwew Jo; 3- 3:pesodxe )46u pue 3,481 Ieo!Jan pue : pesodxe )y6u pue IA Janalgueo :euoz 0 01E-9-91 (I.)Jouelul '£ 011.1-0 I.-9 (Z) '1.1 04 Z (1)J0U01u1 'Z 0114-17-1- (Z)J0Ua)x3 3 -3 pue (leuo1139.4) SaiMIN '81'0 =!d00 ''pu3 :3 dx3 :II lel :114 =anea :ypZ =l '3194 =8 119Z =4 :1sd0'E =1008 '1sdZ'4 =1001 !tldw 101.=Psen ()sn6 puooas -£) 4d L =11M:0 L 30SV :PuM (Z •u6!sep sly) Jo; pajep!suoo ueeq SAey speol am! low peouelequn (1 - S31ON L4L/ 199 =9 '64L/S9Z =L '44L/9SZ =L 0a0H3 L8£/£46 =61 '96£/£L9 : 904/L99 - =91 - 4 '604 /ESL =L 1 ' 604 /£SL =L1. '604 /£9L =9V ' 604 /£9L =S1 '404/£98 =41 'E9£ /046 =41 0a0H3 d01 • •u•oys uaym )deoxa ssal Jo (ql) OSZ seoio; p ' - •uej •xeyy/ dwo3 •eyy - (ql) 'S3321Od (Z1. 31)91.£ =Z la 0l)14Z-= S)1!Idn xeyy (1.1 01)911 =Z zJOH xeW 9 0/64L= 9'9 /149 =9 (az!s /ql) •SNOI13V3a •apm6 uogepe)suI Jez!!!ge)S y)!M 000epJO00e u! 'uogoaJa ssnJ) 6uunp palle)su! aq 6upelq SSOJO pa1!nbar pue s.ez!!!ge)g ley; SpuawwooaJ a ! 1 W Z' dS 4x9 S83M . 6upelq o0 0 - 0 - 01. Jo Pe!Idde Agoai!p Bu!I!e3 P! I OIOH0108 Z• dS 4XZ 0IOH0109 •su!pnd 30 4 Jo palldde AI oeJ!p Buly)eays pooh% lelnpn4S O210H3 d01 Z' dS 4xZ 0210HO dOJ- - ONI3V2113 -2138Wn1 %OZ = id ql 6L :146!aM (yy xu)eyy) LO0ZIdl/4LOZ38d 0 P 0 3 0'01. 1008 e/u e/u S ZO•0 (lj)zJOH 90 0 8M S3A JOUI ssaJ4S dea . 0'0 1138 091, 666< L 60'0 (11)3J Z4'0 38 9Z' l. 100 Jagwnl 01 1031 061.442 0Z1W on 666< L £0'0 (ll)1Jan ZS 0 01 SZ I. 100 duo aleId 0 1101 d1219 S31V'Id P/l 11 (001) u! 1d30 'ISO 0 - ONI3VdS (Isd) ONIOVOI 14 Z - 0:£J '14 — (A'X) s)asy0 a)eId L L 6 11 I 0 I 9 1 LL — tore 9 L L z 9 9 61 41. ' do m 91 Z11 00'1 I �± 4 LL 91 SL £ — 4x4 = Lx4 9 9£ l = eleoS 11 - 01 - 9 6 11 - 01 - 9 0-4-1 0 - 2 - 91. 1 9 - Z1 1 11. -019 1 0 N13 004)1HelfSLINuaw061d8IONPM0O ! 9 XLIWOANOSusNwzxMOzn6gZxa£Z04:01 1 e6ed 9109 LS EL Jdv P<M ' oul .Sap4Snpul Mei!I1 9 LOZ 6Z dos s 049'L 1.1 13innuosper 'se! ddnS 6u!p!ins 6uuueyy (!euo!10o) eoualeled qof . 1 1 d!H 900 90904 Lf 96609491 eouep!seN WJ1aJ9 Ald A10 edAl ssflJ1 ssrul qof OL99E ld'edwel '4 tEZZ yn'oupuoxalV 'Zle a4!nS'laa4S eel 'N 8L 'aLnlgsul alold ssrvJ WOJy apol!ono UOUDWJOWI AIayos PM9lse3 a�1Jed 4061 ;ueuodwo3 6u9311119 IS39 Pup 69 aS0' /411 lldl%ISNV aOS 'SWQ +SAS SSnll pUO sessrt 40 6U!OJq puo U0!43aJa 'Aiongep'e60100s 'uoyoougol ali w 1 9q4 6u!pkm63J eouop!n6 IoJeue6 Joj •e6owop Apedoid puo /unlu! louosiad eiq!ssod ygm esdopo3luenaid 04 puo Appgoys Joy peJ!nbei sAomlo s! 6upoiq lueuoWJed puo AJOJOduJel Iouog!ppy •puo SJ9gW9W pogo Jo /puo qem ssnJI Ionp!ypu! yo 6ui 3nq yuaAeJd 04 s! pelo3!pu! §Upo1g •u6!sep 6u!pI!nq I! oJeno ayy olu! u6!sep s!yl a oJOdJOOU! Aped0Jd puo sielawoJOd u6!sep 40 Alg!goO!lddo ow Ayuen lsnw Jeu6!sep 6u!pI!nq ay''esn eJojeg •walsAs ssnµ o lou'yueuodwoo 6u!pI!nq lonp!,vp uo JO s! puo'umoys SJalewoJOd uodn Aluo pesoq s! u6!sep NI •sJOloeuuoO yew, yy!m puo esn Joy pion u6!sa "3S/1321 SLOZ/£O/OL ' ea/ £1 J 30Vd 30N3213d3d N31101 030P1ONI ONV SIHI NO S31ON One! pue s eJeweJed u6lsap ALuafl - ONINN/VM `' 9L0Z`EL I!Jd`d :ale! 019EE l3 edwei "PMB ise3 9) Jed 4069 17£99 P • 'VSf1 vim 09£6E•0N 3d lueglV'V sewoyl %.•,v‘ Ot s 1`d N Q j i iiii � /, � 0 • - ' • • . n- = .ssnJ sly; {o u6!sap pue slsAleue aq; u! pasn seM lapow k!xy pua Jagwayq „shay paxy y;!M sleeJgyo;ld p!6u- !weS,, (L "Z;ulof . .. le 1!Idn q! EZ£ pue g;u!of 48 glldn qI gEZ 6u!pue;sy ;lm ;o algedeo amid Buueaq o; ssnJ; ;o (slay ;o Aq) uogoeuuoo leo!uegoew ep!AoJd (9 08E6E ON N sJagwew Jay ;o 'cue pue pJOyo wogoq ay; uaaM ;aq 17} • . mm oP!M 0 Aq Ile; 0 al6ueioaj e eiegM seam Ile u1 P.10 wogoq ay; uo;sd(yOZ ;o peol arm a Jo; pau6!sep uaaq seq ssni; ski.. (g °■ . ••• -$ c \'\ . , � `` 'spec)! am! Jay ;o J(ue y;IM;uaiinouoouou peol art!! pogo wogoq;sd 0'01 a Jo; peu6lsep uaaq seq ssru; s!yl (4 e b N 3 •• `� '6u!puod Ja;eM ;uanaJd o; afieulejp a;enbepe ap!nold (£ '10; 8 • • ...... • 1\0% 09' L =1o0 dub ale1d 09' L= 100 :umoys suo!408J e Jo; SadMyy ,, d ' Sd ` ' ol seo; pue sjagwew Jo; 0-0:pesodxa;y6!J pue gal leo!yan pua : pesodxe igbu pue gal Janall;ue0 :auoz 0 -Z -81 0; 9-£-L1 (1)JOUa;ul ' „ 9-E-LL 0) 0 - 9 (6J01. '0 0; Z (1)Joualul 'Z - L - 1 0; 41 (Z)Joue x 0 -0 pue (Ieuo!ioaj!P) SddMIN '81'0 =!d00 ''10U3 :0 dx3 :111 :14=anee '14Z =1 1 194 =9 1192 = lsd0'£ =1008 '1sdZ'4 =1001 :ydwLOL =Psen (lsn6 puooes -£) 1 1dw0£L =Ann :0 L 30Sv :PuM (Z •u6!sap sly; Jo; paJap!suo0 uaaq am! speol 01811ooi peouelequn (1 - S310N 11E /04 =L 'Z91/91.4 '199/49L '669 /9ZZ =6 S83M Z99 /L1£ L 9 L'Z4Z1 /694 6 =6 0210H3109 17£17/9E01. '694/686 'L44/0S6 =6 L '9Z4/999 '9Z4/ 898 - =91 '£04/£48 =4 '999/919 . Z99/9Z9 - =L1 - 91. 'Z4£ /906 =91 0210H0 dOl 'umoys uaym;deoxe ssal JO (qi) OSZ saoio; ny -'uej . xeyij dwo0 •x011 - (qi) '933210d (Z1. 01)£Z£ =Z YZ 1 01)g£Z-= 91!Idfl xeyy (1.1. 0l)4Z 1 =Z zloH xeyy 2 /99L =Z'8 9 =9 (ez!s /qI) - SNOI1OV321 'ap!n6 uo! ;elle;sul Jez!I!gelS q4m aouepl000e u! 'wog-lam ssnJ; 6uunp palle ;Sul eq 6u!oelq SSOJ3 paJlnbaJ pue siazq!gel$ ;ey; spuewwooal Jlal!W Z'ON dS 4xZ S83M '6uloeiq oo g-L -g Jo pa!ldde 4143agP Bu!l!e P1 021OH0109 Z' dS 4xZ 0210H3108 'sulpnd 00 6 -£ -9 Jo palldde A11001!10 6u!111eggs pooh leJn;onJ1S 0210H0 dOl Z' dS 4xZ 0210H0 dOl - ONI3V2I9 -213aWfll %OZ = Id ql 49 ay6IoM (A xu;eyj) LOOZId1/4L0308d 0 1 00 0 0'01 1008 e/U B/U 9 £0'0 (1flzJ ZZ 0 8M 93.1 JOUI SseJ ;S deb . 0'0 1108 091 666< 9 Z1'0 (11)4 A 04 0 00 9Z 100 Jaguar; 01 1001 061./44Z 0Z1LAI on 666< 9 40'0 (11)PeA 8£ 0 01 SZ' 1 1o0 duO eleld 0'0Z 1101 d121O S31Vld P/l 44 /1 ( U! 1d30 1180 0 - ONIOVdS (Pd) ONIOVOI 11-01-E 0 9 0 0 I 9 I 9 - 1L - 8 1 0 — 8x0 = 4xE I "S'1 — 4xE = Sx8 L 8 6 _ _ L B n B � r z 9 N OZ '7 9L 61. a 91 LL 4 _ 4x4 = Zlx9 A 001 me = 4x4 4'££ L = a1e 11. 0 9 0 0 1 0 1 9 1 9 - 11 - 9 1 0 - 9 - 9 f 0.4 I )1f42zd99001ae60n )1Huo(S ! 9 X2iWaAN0SusNwzxA9zn6gZx :01 L abed 9LOZ L9 4Z :LL £L Jdy peM 'oul •saulsnpul Jl 9LOZ 6Z deS 5 OWL ld 'apinuos>foel• 'sagddng 6u!plmg 6u!uueyq (leuo900) aouaJa;a21 qo9 L L IepadS lea L00 90904 LI' 06600491 eouep!sa2l uwaJ9 'Id A20 edAi Ssnll ssrul qof • 0199£ ld 'edwel 'PM9 ise3 asPed 4069 luauodwo� 6 ulPlln9 IS09 Puo '4,l yn'oupuoxa!y'Z l£ wt!nS leallS sal 'N 8lZ'atntysu! °told ssruJ woy eygopno uopouuolul AlayoS 69 ANDne IIdJ/ISNV ees •swaysAs ssruy puo sessr y 40 6upolq puo uoi ;Dale •Aremap'eboloys •uoeoopgo; ayy 6u!pJo6eJ a0uop!n6 pieue6 Joj •e6owop Apadoid puo Amp! !ouoved a q!ssod gem esdopoo yuanaJd oy puo Almgoys a; pannbOJ sAom!o s! •je W 6upolq yueuowied puo AJoJOdwe4 !ouou!ppy *Apo vaqu ew plo Jo /puo qeM sae !onp!n!pu! yo Bu!gong yuenaJd oy s! payoo!pu! 6upola •u8!sep 6u!pinq . !!Olen ayy oyul u6!sep s!yy a4OJOdlo3u! Apadold puo se ewolod u6!sep ;o A4!!!goo!!ddo 9q1 AyuaA ysnw Jeu6!sep owning egy'esn ejoleg •waysAs ssny 0 you • 6u!p!!nq !onp!A!pu! uo w; s! puo'umo vayawoJOd uodn Apo pesoq s! u6!sep NI •vopeuuoo veLyy wpm Apo esn Jol peon u6!sea '3S113d0d3e S4OVE0/O1. 701 EL41-IIW 30Vd 30N383d3d N3LIW 030n73NIONV SIH1 NO S31ON OV321 pue sJaJaweled uOisap.yuan - ONIN2IVM 1 ` 9•OZ I. I!Jdd :WU O L9EE 1A e d u l e l 'ma ise3 w e d 6069 6699 v90 1u - 3Ui 'vsn *WI 09E6E•0N 3d luegltl V 9e9 x4 �/S i, • , • T = •ssrul 9!111 ;o u6!sep pue s!sdleue ay; w pasn sem lepow p!xg puo iegweiy „spay pexy gum slew) 1401!4 p!6u- !waS., (L Z 3u!of • • : n' : 1e u!Idn q! SZ£ pue L ;u!oI le u!Idn ql L4Z 6u!puelsyl!m ;o a gedeo eleld 6uueeq o; swig ;o (sJeglo 1(q) uogoeuuoo Ieo!ueLoew swam (9 • - 'sJagwaw Jeylo J(ue pue pogo wouoq ayl ueemgeq ;g • : 11!m ap!m 0 1(q Ile! 0 916ueloaJ a 6J911m seam 116 L11111040 wouoq ayl uo;sdO'OZ ;o per)! en!! a JO; pau6!sep uaaq sey ssni1 s!41. (S • O g £ 6 C ■ O N ∎ 'speo! en!! Jaglo J(ue 4 ;!m IuaJJnouoouou pet)! am pogo wouoq led O'O L e Jo; peu6!sap uaaq set.' ssnJ4 9!111(4 6u!puod JaleM lueAa44d 04 e6eu!eJp a ;enbape ap!noJd (£ i i 2 �S \� � •• y � 09' L =100 dub amid 09'1=100 Jagwnl :umoys suogoeei Jo; SM3M1I d • • , N 3 • V"' `� ♦ g seam; pue sJagwaw Jo; O- O:pesodxe 4g6u pue uel leo! JeA pus : pasodxa;ybu pue 1191 JOAS94USO !SUM 4 019-11 -01 (1).101191u1 ,''I li , b 1 j d 1 S4 ,`,,,, !II 190 u 4=9Aea , 'u4 Z =l '1194 =8 ; MSZ =4 ( 'bsd0 , £ ; 1008 1 dZ'4 =1001 4dw L PS A (1sn6 puooes 4dw0£ 1 A 'OL 30SV :PuM (Z u6!sap s!44 Jo; pejep!suoo uaaq eAey spec)! am! 100J paouelequn ( - S31ON 9991/ 699 - =8 '90£/46L =9 '6ZL/L991 - =01 '949/091 S83M OZ£Z/996 =6 '41£Z /£96 =01 '01L/99Z =01 01:10H0 J.08 68Z/409 =L '1.99/L991 ' 199 /L99 L =L 1 '199/L991 '94£/ 199 9L =91 '9S£/ZZ9 =91. - £ '£4£ /1£9 =S 1 '4££/Z16 =41 0MOH0 dOl 'umoys uegm;deoxe sse! Jo (ell) OSZ 990J0; Ily - 'ua1 'xeyy/ dwo0 'xeyy - (ql) •5302104 (Z1. 01)9Z£ =Z 16 01)L4Z L111Idn xeW (1 1. 01)641.=Z ZJOH xeyy 8 S 0/19L= Z19 =L (ez!s /ql) 'SNOI10V321 'ap!n6 uogegelsul Jez!I!gels 4l!m aouepJOaae u! 'uogoele SSnJ; 6uunp papelsu! aq bu!aeJq ssoJ3 paJ!nbei pue sJazg!gels ley; spuewwoaaJ JIa1!IN '6upeiq o0 91 - 9 10 pagdde AgaaJ!p Burnes ppgj 02IOH0108 Z'°N dS 4xZ S93M 'sleogJoA pue Z dS 4xZ 080HO 109 ;deoxe 'su!IJnd oo S1. -S -4 Jo pa!Idde Al4anp 6u!4;eegs poom !emloru2S OMOHO dOl Z' dS 4xZ OMOHO 401 -9NIOVl9 -13a3Wn1 %OZ = 91 99 1 14 6 1 9 M (1 xuleyy) L00ZIdIP1.0Z083 0 P 0 3 0'01 1008 e/u eN L 90'0 (l1)zJ 99'0 8M 93.1 Jou! ssOJ4S del • 0'0 1108 081 £SL< 01 6Z'0 (lflpaA 49'0 08 SZ' L 100 Jegwnl 01 1001 061/442 OZ11 042 666< 6 £ 1'0 (11)1- 9£'0 01 9Z' 1 ioa duo a;e!d 0'0Z 1101 dale S31Vld P/1 SPP/I (30I) u! •1430 'ISO 0 - 0 - Z - ONIOVdS (bsd) ONIOVOI L9 — ()'X) 919990 ole!d 9-LE 9-L-£ 9-9-4 0-9-9 I 0-Z -91 I 01-9-41 1 9-11 -01. I 0-9-9 I II 4x8'1 = olx4 11 4x5'1' = 9x£ = 9x£ L M. 9 6 01 r 721 !M L Z , ro Y LL y Y 41 9 S 4 = 4x4 II 4x91 = ZLxS 91 . SL Z1.1 00v. 1 = 4x4 6'££- L = e!en 9 9 9-9-4 0-9-9 0-4-1 I 0 I 01 - 9 - 41 S - 1.1. - 01. 0 - 9 0-4-1- 1 f f4MZJodzdAuxAA1P4uzd633IMr0)IS 1.ZMX9HnsMgAAe WOLNOSusNwzxMOzn6c1Zxo£Z04 1 abed 910Z 99 :4Z=L1 el AV POM 'out 'sai ssPu! WIN S10Z 6Z doS s 0491 ld 'a!!!nuossloef 'se!!ddnS Bu!p!!n9 6u!uuelry Ileuogao) eauOJ9$9 our 1 L IePedSlood 900 90909V ' 4660E491 eouep!sad 14440 AId A10 adA1 ssni1 990J1 gof • OL99E ld 'edwel '4l£ZZ VA'o!isuox$IV 'Z L£ al!nS laa4S aa1 N 9LZ'ain@Jsul alold ssru1 woo 91gol!ono uoI40WJO UI MOM m a Ise3 a�IJed P069 yuauodwo3 &Inns IS39 Pup 68 AllIDAO II.WISNV ees'swaysAs ssruy puo sassn4 ;o 6u! o Jq puo uo! yoale'AIen!lap'060104'uogoougo; >1 111/11 W ayy 6u!pJO6eJ aouop!n6 IOJaua6 Jod •a6owop ApedOJd puo AJn u! louosiad alq!ssod ypm esdopoo 4Uenaid 04 puo 411gt:ys J0; pwlnbaJ sAOm4O a 6upoJq yueu owwad puo Aioiodway louo!l!ppV ',quo slagwaw pioyo Jo /puo gem ssruy lonp!n!pu! ;o Bu!plong yuanaJd oy s! payoo!pu! 6upolg •u6lsap 6u!ppnq li !pino ayy o;U1 u6lsap sly; e4OJOdJ00! ApadOJd puo sMayawoJOd u6sep ;o Ay!pgoolddo ayy /quay., ysnw Jau6lsap 6u!p!nq ay;'esn alo;g •wsAs ssny you 'yueuodwoo 6upnq lonp!n!pu! uo J0; s! puo'umoys saawoiod uodn Apo psoq s! u6!sp s!yi •sropauuoo &lam yy!m Apo esn Joy ploy\ u6lsa 3sn 321Od3e 9402/£0/01 'n° ELnL 39Vd 30N3213d3N )4311w o301170NI ONV SINi NO S31ON OV321 Pue sie eweied u6lsap APJeA - ONINNIVM W 91•0t£1. 1 a ;eO (8)42 =9L (8)94 =9L (8)824 =L (8)13Z1 =8 (8)84 =4 (8)84 =E :lie 0195E 13 edwel'PM9 lse3 a)IJed P069 WO ] 'OUl 'VSf1 )la1!W (q) speol pa ;eJtuaouo0 4£99 OBE6E oN 3d d '0111 'V small OZ - =Z L - 6 '49 =9 '49 =4 '49 =£ :PeA (pd) speol Lwo4un 1 1111111111 SZ' L= eseeioul eleld 'SZ' L= eseei3UI Jagwnl :(peoue!eq) an!l loon + pea (1. ,s�� - N0�,,010 piepuelS (S)3SV00V01 I •.•': \ 1:1 Q • . > •i ce (e) ION JO (d) Wail se patou ale SsnJ; alit to aoe4 943 0; pelIdde speol 'u0!40ss (S)3SV0 0)101 81 11u1 (01 .�► � r— � , . • 'smug) to A;g!q!Suodsei 9qt s! (s)ao!nap uogOauuoO lions 10 uo!40a!as /u6!sap au *pious wogoq uo ' ?�" - 9 4 le do ql 9L Pus um0P ql OE L Pus '0 ;e do ql 9L PUB UMOP ql 0£ L PUB 'pJOyo dot uo 0-01.-L le do ql 00Z PUB UMOP ql ZLL pue s N1 P P eg11 4 O p ; 43 O • �‘0-0-9 ;e d o ql OOZ puo umop qi ZLL (s)peol pateJtuaouoo iJOddns of ;ua!o ns a !nad Heys s ao!na uo! oauuoo Ja o Jo s Ja6ue H(6 ' • t 4- 11ele0 11VN301 S,)Ial!W 04 JelSJ SI!e;ap WOW JOd 'sIIEU -90; (.SZ'Ex„844'0) PZL JO (.£x„ 84L'O) PO l sa;eo!pu! „031IVN. (8 'SSn1t sego u6!sep pue s!SAieue alit u! peso sem Iepow A4!xg pus Jagwayy „SIesq pax; 4 ;!m s>Ieaig4011d p!6u -!waS, (L •• 'S tu!of 08£65 O N • z )6 g!Idn qi 9LE pus Z;u!of to 1pidn qi 9LE 6u!pue;sy ;!m to a!gedeo amid 6uueaq 04 ssnl) to (sJau ;o Aq) uo!t0auuoa Ieo!uegoaw ap!AOJd (g • S '6u!puod J9 ;9m t • • •• 'sJagwaw Jaw() Aue pue pious wogoq ay; uaam;eq le • 12,..• ..� t y : II!m ep!m 0 Aq ` 7 Sol 0 al6uol0ei a aiegm smells u! pLo4o wogoq a4t uo;sd0'OZ Jo pm' am! a ice peu6!sep uaaq set' ssru; s!yl. (g , 0j feel, " t3' `� N 3 • "..A3 •' �,� speol an!I Ja ;o A t';!M; uaJJnouoouou peol an!I pLogo wogoq ls • 0 a J0l peu uaaq sey ssru; s!yl (4 i fr • • • • Y- , ueAeJd 04 e6eu!eip a;enbepe ep!noJd (E / �� /11� IS 1``` 09' - =100 dub a;e!d 09' L =100 Jagwnl 'pasodxe ;u6u pue gal IeO!g9A pus ' pesodxe ty6!J pue gal JSnalgueo '(Ieuogoai!p) SMdMW '81-'0 =!d00 " Isu3 'O dx3 :11'1 414 =anea '114Z =1 494 =8 'l1SZ =4 :led0 £ =1008 !lsdz'•=1001 !4dw LO L =Psen (Isn6 puooes -E) 4dw0£ l=;lnn !01. 30SV :PuM (Z 'u6!sep s!yt JO; PeJep!suoo uaaq 9A94 spool am loot peoue!equfl (1 - S31ON S9Z/9Z L =13 S83M 9609££ - =L '908/£9£ =91. '909/£9£ =91- 'L6U£9£ =9 01:10H0 108 944 /966 =9 '924/ 609 - =9 L . 9Z4/609 - =9 1. '944/£66 =E OZIOHO dOl 'umoys ua ;deoxe ssal Jo (ql) OSZ saw%In/- 'ual'xeW/'dwo0'xeW - (q1) 'S302lOd (8 01)94£ =S 18 01)9LE-= Zll!Idfl xeW (4Z 01)LO L =Z zJOH xeW 8 9 S19 S =Z (ez!s /qI) •SNOI10V32J ap!n6 uogellelsU1 Jez!I!ge;S gem aouepJ000e u! 'uo!toaee ssnJ4 6uunp pspetsu! aq 6u!oejq ssoJO peJ!nbeJ pue SJaz!I!ge ;S ley; spuewwooai )191!01 Z• dS 4xZ S83M '6u!oeiq oo OL-L-6 JO pe!Idde AROBJIP 6 u!I!ao P! l ONOH0108 Z' dS 4xZ 01:10HO 1013 'su!pnd 00 9-L-9 Jo pa!Idde Agoa1!p 6u!t'teaus loom IeJntonJ4S 0130H0 dOl Z•°N dS 4xZ 02J0H0 d01 - ONIOV219 1:138Wl1 %0Z =1d q1 69 446!9M (W xuleW) LOOZIdJl4LOZ08d 9 1) 0 0 0'01 1009 e/u e/u S 20'0 (11)zJ 90'0 8M ON nu! ssaJ;S de • 0'0 1108 091 666< 1 L 90'0 (11)PeA en 08 SZ' 1- 100 Jagwnl 01 1001 064 /442 OZIP/ OVZ 666< 8 ZO'0 (11)1 4Z'O 01 SZ'L 100 duo olold 0'0Z 1101 d1210 S31tlld P/1 11 ( U! '1d30 '1S3 0 - ONIOVdS Usd) JNIOVOI L0 :£1 - (KX) Sl aleld 0-0-9 0-01-Z 0 0-04-24 I 0-0L-L 1 0-0-S ! 4x£ Ie!oadS !moods 4x5 0311b'N I I qxg • 1 = 4x£ 9 ; - L 9l 9 1 i• uu a J z S w s ziI00'4 uu • _ 4 Si E 4x4 031IVN Ie!oadS le!oadS = LXP teSZ: L = eisoS 0 0 0 0 0 ! o-z 41 1 0 I 0 - 01 - L I 0 1 0-4-1- 1 11 zHNN! EumA9 AZbnnn0eZ9SZ X2!WOANOSuSNuaxMOZ :01 L abed 9402 6S :•Z :LL £L JdV peM 'Ou! 'sau)snpul )1 9L0Z 6Z d s 049' ld 'ell!nuuerer 'se!lddnS 6u!pling Buityuelny 1leuog00) aouaJa;ad qor L L jam d!H 1OH 90909 L 96605491 eauap!saa mom Aid A1O adAI ssrul SSru1 qor • 01.99C ld'edwel ou uoxa PMO Ls e3 a�lied 4069 auodwo 6u n Non '4l£ZZ dn' P Id'Z lE ie4sAs aa4S eel 'N flJ '010Msul apgd ssrul woq algollono uollouuoyul APPS W o IP9 9 MOS Pao 69-950'opalpo A LIJI/ISNY aas'swaysAs ssny puo sassnq yo Bupoxy puo uolyoele'Aiaa vlap'a6oJoys'uolyoougoy ayy 6ulplo6ay aouopin6 lolaue6 "e6owop Apadoxl puo Arnfu! louosied elglssod tam esdolloo yuenaid oy puo Ayglgoys Joy pasnbal sAomlo s el.! w 6ulowq yuauowied puo AroJodway louoylppd 'Aluo siagwaw pump w /puo qem 55rlly lonplypw yo 6whlonq yuanaxl 0151 peyoolpw 6ulooJg •u6lsap 6 ulpllnq 1 polano ayy owl u6lsap syy ayoadrooul Apedad puo siayawo�od u6lsep 40 /4I4g0ogddo ayy A4uan ysnw ieu6lsep 6ulpllnq ayy 'asn aloyag •waysAs ssnq o you ' Bulpinq Ionpinlpw UD 104 sl puo'umoys slayawoJod uodn Apo pasoq sl u61s9p slyi "s101oaUUO3 Venni yy1M Aluo 95010y pion u6lsa0 -- '3sn 3N0d38 SGOZ/VO/OL 'nay EL ►LiIW 30Vd 3ON3d3d3e1 N311W 03OIf l3Nl ONV WILL NO S31ON OV3el pue siolawejed u6lsap .fyuan - ONINN VM / y 9l•OtE b I!JdV :ale0 01.90E lj udwei •pnle 3Se3 allied 4069 4099 1-143 •OUl 'VSfl >Ia1IW 0BE6E' 3d IueglV'V sewoyl ,` 00111111ii i . • St S 1 V NO/ f lie 1. ~ � • • • o- — ssnl; sly ; ;o u6!sap pue s!sAleue a43 w pasn seM lapow A ;Ixy pua lagwayy „shay paxy y ;!M s>lealgyo ;ld plfiu IwaS., (9 '4 ;u!of ,_. ;e y!Idn ql 9•Z pue Z;ulof ;e 908 ql g4Z 6ulpue ;sy ;!M ;o elgedeo amid 6uueeq o; ssnl ; ;o (slay ;o Aq) uopoauuoo leo!ueyoew epinold (S 8 £ s E O N •slagwew lay ;o Aue pue pogo wouoq ay; uaanµaq u} • II!M ap!M 0 -0-Z Aq 1!83 0 alfiuepei 9 wet" seam Ile u! pogo wouoq ay; uo;sdo OZ ;o peol an!I 9 10; peu6!sap uaaq sou ssnll s!yl . (• °,6 •- ( N 0 • • . 'speol an!1 lay;o Aue y ;uM;uaunouoouou pool am pow wouoq ;sd o o1. e lo; peu6lsep uaaq soy ssrul s!yl (£ • i� '•••.....• 09' L =100 dub a;eld 09' L =100 lagwnl ` \O 1 /// 4 /111111 1 '' ,`` 0 0 10 - S - 9 (Z) 0ua;x3'0 9 o313 L-L (1.)loue ua Z L ; L 01171.-171.- .- (Z) oua4x3 3 pue (18u0 uanP) SMJMWu8 pue t'0 13u3 O dx3 'II 1 1g4 =anea '44Z =1 :994 =8 :319Z =LI 4sd0'£ =I039 4sdZ17=1031 'ydwLOt =PseA (1sn6 puooes -E) LldluOEL =4InA IO L 30SV 'PAM (Z 'u6!sap sly; lo; palaplsuoo uaaq anal spool an!l paouelequ0 ( - S31ON 99Z/0 =9 S83M 98E/EE =9 '98£ /£E =9 01:10H0 108 48L /8Z9 =9L '461./ 694 - =9L ' LOZ/L94 91. 'LOZ/L94 4L /894 =4L '481./8Z9 =£1. 01:10H3 dOl •umoys uaym )daoxe ssal 10 (q!) OSZ sawn IIV - 'ual •xelArdwo3 'xeyy - (q1) •933MOd (ZL 31)9PZ =41ZI. 31)94Z-= Zg!Idfl XeW (01, 01)6Z 1:=Z zloH xeyy 8 /LSS= 418 /1.S9=Z (ez!s/g1) 'SN0113V31 'ap!n0 u0gepe4sul iezq!ge3S tom a0uepl000e w 'uo!40ala ssnl; 6uunp pape;sul eq 6u!oelq SSOJO pallnbal pue slaz!I!ge3S 3eyl spuewwooal >lallyy o Z' N dS 4xZ S83M •6uloelq o0 0-o-o1 to pa!ldde AluaJlp 6 u!llao P&G OMOHO 108 Z'oN dS 4xZ OMOH3108 •sulpnd oo £ JO pa!Idde Al4anp 6ulyleays p00M Ieln3on11S OHOHO dO1 Z'oN dS 4xZ 0MOH3 d01 - ONI3VM8 - 2138Wf11 %0Z = qI 1.9 :14 (01 L00ZId1/41.0Z08d 0 P 0 3 0'01. 1038 e/u eN 4 1.0'0 (11)Z 90"0 8M 93A ouI ssaliS do . 0'0 1138 091. 666< 6 90'0 (1B1JeA I t' O 38 9Z I. 100 lagwnl 0'L 1031 06L /PPZ OZ1W 04Z 666< 6 ZO'0 (11)P 4'0 31 SZ' L 100 duo a ;eld 0'0Z 1131 dI2:19 831tlld Pn IIOP /I ( u! - 1430 'IS3 0 - ONIOVdS (lsd) ONIOVO1 1 L :41 — (A')() 8 1 8 s20 aleld 0-9-9 0-5-9 0-0L -Z1 1 0-9-9 = 4x£ I I qxg 1 = 4x0 r 9 ► 1 I Z 51 9L 41 91 Zt 00'L = 4x4 E'9Z: L = Glen 0 0 0 0 0-Z-41 I 0 - ZL 1 0 0 If • 21zHNNIELLMA9L00Sn8olwdaWy qyn Zbnnn3az9gZ - XMWOANOSusNuaxMOZn60DDEZ34 :01 1 abed 9LOZ 6S :4Z : EL AV paM ' oul 'sauysnpul 4 SLOZ 6Z das s 04g ' L ld'all!nuosHoer 'sallddns 6u1pling 6uluueIN (leuo500) aoueJOJON Clot' 1 g uowwo3 ZOH 909ostf 96605991 aoueplseN MOM AId Alp adAj ssrul ssnlj qof • MK ld tied4069 •'1 ' 4lEZZyn' OUpuoxaly' ZLEe4! nS' leB4S eel ' NBIZ' a {n {! ;sula ;oldssruu well epol!ono UO9DW2OWIAWWS 'PAM 4S elped 4069 {ueu0dw07 SWIMS IS39 Pup 68-as0 'DIJapJ3 Axiom LIdJ/ISNY ees 'swe;sAs ssru; puo sessnJ{ jo OulooJq puo uolpale •keNIap'e6oJo ;s 'uolyo?ugo; w eqy 6u!pio6ei eouop!n6lo1aue6 JoJ 'a600p Apedoid puo Alnfui louosled a gissod yylm esdolloo ;ueAoJd o{ puo Ay!I!goys 104 pe !nbej sAomlo sl 0 �.� Buloog yueuowlad puo AJOJOdway louo!{lppy 'Aluo siegwew pJOg3 Jo /puo gem ssfut onp!n!pu! 40 Bulponq {ueneJd 0; s! peyoolpu! 6upog •u6lsap Bulplinq 1 IIOJano GUI OR u6!sep s!4{ 81010d1000! Apadold puo sielewolod u6lsap jo A{!LIgo3gddo e4{ Apen;snw Jeupsep Bulpinq eq {'esn a olesi'wa {sAs ssn4 0 you 'yueuodwo3 6ulp4nq lonp!ypu! uO Jo{ sl puo'umoys s1a{awood uodn Apo pesoq sl u6lsap situ •sJoyoeuuoo opei!w 4Jlm Aluo esn 104 pgon uNsa0 3S/1 321Od38 SGOZ/EO/OG "Ael ELPL - IIW 39Vd 30N3d3g3e/ N31IW O3OI173NI ONV SIHI NO S31ON OV3d Pue sielewe1ed u6lsap Alum - 9NINHVM 7 • • 91.0t£ I. I!Jd`d :ale0 01.96E l3 edwel'PMS 1523 mind 1069 VE99 1J 1d 'OUI 'VSf 4 1•1 08E6E' 3d lueglV • V SEW % S '3 1 dNp /n i i, i ` 4:',77.: • . • . • n 'ssfJ4 sit to u6!sap pue s!sl(eue a u! pasn sem !apow d Lc. 4 ! y; l!xy pus �agwayy „spay paxy yl!m s�!eaLgyal!d p!6u- !wag„ (9 'Z lu!of le g!!dn ql LVZ pue 7 4U!of le g!ldn qi 691 6u!pue4stl!m ;o algedeo ale!d 6uueaq of ssnjl ;o (sieq;o Aq) uogoauuoo leo!ueyoaw ap Acud (S 09£6£ 0 N : 'sJegwew Jay;o Aue pue pimp wouoq 9q4 ueamlaq pi i 11!m ep!m 0-0-Z Aq IIe10 - E eiBueloal a aJaym seam fie u! pimp wonoq au; uo;sdO'OZ ;o peol an!! e Jo; pau6lsep uaaq set ssnJ4 situ. Q. .i� 2� , JA S, N \\'\ . • �y 'spec)! an!! .101.90 .101.90 Aue wpm 4uaJJnouoouou pep! an!! pop wogoq;sd 0 e Jo; peu6!sep ueaq set ssru4 G1 ' i� 8• • 3 • ..• �� 09' 4 =100 du6 amid 09' 1=100 Jagwnl '• > • d 0 �% :umoys su0!pe9J Jo; SW/VW/ S sa0J0; pue sjegwew J0; 0- 0:pesodxe 4g6u pue gal Ieo!lPan pua : pasodxa ;y6u pue gal JBnalqueo :euoz ''LL /� 1111111% % %•�� • 0 0 10 - 9 - 9 (Z)J0 '0 - 9 01 Z-L-I. (4)JOUalul 'Z - L - 4 0 174 - 4 - 4 - (Z)JOualx3 3-3 Poe (leuo!loai!P) SNHMW '91.'0 =!d03 ''pu3 :0 dx3 !I le0 'l)branee :111Z =1 :gSti =B '11SZ =4 :1sd0'£ =1008 :JsdZ'1 =1001 '4dw 1.0 L =PseA (lsn6 puooes -E) 4dw0E L =lion :o 1. 30Sv :Pu!M (Z 'u6!sap s!ul Jo; paJap!SUOO uaag anet speol eNI jooJ peouelequn (1. - S31ON LSZ/0 =9 S83M S9£/4L - =9 '98£/4L - =9 - Z 021OH0109 00Z/1.89 417 'ZOZ/ZL7 =9I. '71.Z/LL7 71. '60Z/0L7 =£ 4 'L61.2L7 =EL 'L81.2£9 =Z1. 021OH0 d01 'umoys uaym 4daoxa ssa! Jo (ql) OSZ seojo; Ily -'uau 'xeyJ•dwo3 •xeW - (q1) '933210A (Z4 0l)L7Z =Z' (Z4 01)694-= PlJ!Idfl xeW (IL 31)7Z I.=Z zJOH xeW 8- S-02SS= Z'9-9-0/4L7 =7 (az!s /(1l) •SNO1i3y31 'apin6 uogepelsul Jaz!!!ge19 4i!m aouepJOOOe u! 'uogoaie ssnJ4 6uunp pallelsu! aq 6u!oejq SsOJO pai!nbaJ pue slaz!I!gelS ley; spuewwooaJ >laj!W Z' dS 7xZ S83M '6upeiq oo 0-0-01. Jo pa!ldde Apoenp 6u!I!ao P! 021OH0108 0 Z' N dS 7xZ 0210H0109 'su!und 00 9-6 -9 JO pa!!dde ApoaJ!p 6u!y ;eats poom !eJn4onJlS 0210H3 d01 Z' dS 7xZ 02I0H0 d01 - ONI31/218 - M38Wf11 %0Z =ud gl67 :14 (W- xulell) L00ZId1/71.0Z08d 0 P 0 3 0'04 1008 e/u e/u 7 LO'0 (11)L 90'0 8M 93A Joul sseijg da2l . 0'0 1138 081. 666< 8 LO'0 (11)PeA 47"0 08 SZ' L 100 Jegwnl 0'L 1031 064/174Z 0Z111 0•Z 666< 8 ZO'0 (11)PGA SS'0 31 SZ'4 100 duo aleld 0'0Z 1101 dl2!O S31Yld P/1 BsP/I (001) u! '1d3O 'ISO 0 - ONIOVdS (1sd) ONIOYOI 1 I. — (A'X) S4 SJ(0 aleId 059 0-9-9 I 0-01.-z t 1 0-9-9 I — 4XE = 4xg 11 4x5.1, M 9 M i ►/ ►� ` � . 11 m SL z 4 ZL EL 71. ZL 1 00'4 1/ 4x4 S'LZ: L = ele3S 05 0 0 I 0 1 059 1 0 1 HP42R1smS104uZ021 Wf1A1191' 4N 121 - X2!AIOANOSUSNwzxM0zn6c2x 3 EZ04 :01 1 e 91OZ 00 :SZ =LL £L AV PeM 'del 'sautsnPui lieJJW 910E 6Z des S 0491 1J 'e111suoslpef 'sagddnS 6ulpgne su!uuew (leu00O) aouaJa ;aa qof L660E491 L Z uowwo3 £014 909091f ' esueplsea 4 JteJB Ald A40 edAU ssru1 ssruu qo f 0199£ ld'edwel '4lEZZVn'oupuoxalV'ZlEal!nS'4 aa1 NBIZ'ayny! ;su!aygdssrul a OI!ono uplyowJpWlNaws mg yse3 a><Jed 4069 l l! 6ulpgng IS31S341 N9p Pup 68-9Sa'opalpo 0O LW/1SNV DOS'swe4SAS ssny weeny eeny yo Bu!ooJq puo uoipoeia'AJen!Iep'060JOys 'uouoougo; �. mu 6u!plo6aJ eouop!n6IDJeua6 Joj •e6owop A4Jedoid puo Arqu! iouoslad alq!ssod yy!m esdo!!oo yuanaJd 04 puo Aygpoys Joy pai!nbaJ sAom!o s! 6upo1q yueuowied puo /uoJodway !ouoI!ppv •puo sJagwaw pogo Jo /puo gam ssny !onp!n!pu! yo Bu!gonq we/aid oy s! paloo!pu! Bu!ooJg •u6!sap Buip!!nq 'I !!Dian ay; ow! 'Asap s!yy alma:hoou! / d0Jd puo sJayawoJOd u6!sap 40 Ay!Ligoog ddo a A;uan ysnUJ Jeu6!sap 6u!pI!nq ay; atom •waysAs ssny 0 yo 6u!p!!nq !onp!n!pw uo Joy s! puo 'UMW sJayaw0JOd uodn puo pesoq s! u6!sep s!yl •SJOyoeuuoo ®y9J W gym puo asn Joy mon u6ne 3Sl 3dOd38 SLOZJSO/OL 'AOJ ELPL-6W 30Vd 30N3213d3e1 N31IW 03007ONI ONV SINU NO S31ON OV3N Pue s,eloweJed u6ysep A1uan • ONINIVMV 1 1 91-0Z'£ l. I!adV :area OL9EE l3 edwei'pA18;se3 a>IJed 4069 4E99 4 90 l3 'oul 'VSfl H91!W (S1. =A 08E6£'°N 3d Iueq!V'V sewoyl '9 l d)4E =9 L (Z =8 'Z =d)9=41. (9Z=13 '9Z= d)09=£1. (4Z =8 '4Z =4)84 =Z1. (61. =8 '61= d)8£ =4 L (41. =8 '41.= 4)441 =01 !PGA ♦ .001 111 1 /,,, // (ql) speoi Pales ;ueouo0 0" ♦ Q / OZ =L '49 =4 Tan ♦ ♦♦ V � ..... ..SS / i • ()Id) speoi w1ollu0 � ........ \ Id 0 'j 9Z' L =aseaJOUI afield 'SZ' l= eseaioul Jagwni :(peoueleq) an!l ;ooa + Peea ( L % � � � • - • • Piepue1S (s)asvo avoi ■ • • • •(8) Jloeq JO (d) wail se palou ale ssnJ4 ayl ;0 aoe6 019 04 pa!Idde speo! 'uo!pas (9)3SVO aV01 eql ul (8 ' • 0- 'I!ela0 1IVN301 s,)Ial!W 04 J9 9J SI!eleP avow god 'sl!eu -801 (,9Z'£x.,841.'0) PZL Jo (,.£x „844'0) P0L eole0!pu! .031IVN,, (L • - — 'ssrul s!yl ;o u6!sap pue s!sdleue 01.9 u! pasn seM !wow )(11x9 pua Jagw !; yl! aW „shay pax!; s)lealgyol!d p!6u -!waS„ (9 — ••• •9 lu!of le ipldn qi 86 pue 08E6E ON Z ;ulof le g!Idn qI Z9 '4lulof le lAldn ql L 0 6ulpuelsyliM ;o algedeo amid 6uueaq 04 sera; ;o (sJaylo 11q) uoy0auuoo Ieo!ueyoaw apinoJd (S • •suo!loauuoo ssnJ4 04 ssrul Jo; (s)Japjl6 of Ja;aa (4 uaamlaq 'cue pue p • .�.f ' . t � Jaw iogo wolloq ayl lq . ....f4 .. b � N 3 0 5 '\ N, 'sJagwew Ja . %Zs � 11!m aplm 0 J<q !lel 0 al6ue;oaJ e 0.10(1M seam lie u! pimp wouoq ayl uo;sdO OZ ;o peo! am! a Jo; peu6lsep uaaq seq mil s!yl . (£ / ........ • • ♦ ♦ peolen Ja o (ue IM uaLnouoouou eo an! pogo o d e u6!sa ua se SSN ;s! s I y; yl. 3 P I I P 4 u q;s 0 01. b Pa P aq y yl (Z / ,, / � / // 1♦♦ 9'4 =ioa du6aleld 09' 1 =100 Jagwnl :pasodxa 4116u pue gas le0919A No : pesodxa 4146u pue Vol Val Janal!lueo :(Ieuo!loaJ!P) SZIdMW :91.'0 =! '1 'O dx3 'II le0 :414= 'u4Z =1 3194=8 4192 = ';sd0'E =1008 !1sdZ'4=1001 •ydu =peeA (lsn6 puooes -£) LIduJOE 1 =4InA 'O L 30SV :PuM ( L - S310N 84£/68£ =9 - E S83M 99£ /46Z 9L =94 '99£ /L6Z =M. '99E/16Z =£L - Z 02IOHO 108 LZZ/L4£ =11 'ELZ /£4£ =11 '99Z/96£ - =01 - Z 0):10HO d01 'MANS uegm ldeoxa Ssal Jo (q1) 09Z seam; IIV - 'uel 'xeW /'dwo0 'xeW - (q1) '5302104 (L I. 01)ZEZ =9 . (L I. 01)L6£ =Z '(1. 0l)9Z L =4 AeJO xeW (8 31)86 =S '(9 31)Z91. =Z 18 31)LO1- =4g!Idfl xeW (8 Ol)S LZ =Z ZJOH xeW Ie =5'11 =Z1eo!ueyoaW /9ZL =4 (ez!s /q1) 'SNOI10V321 'ap!no uopellelsul Jaz!!lge ;S 'pm aouepJOOOe u! 'uogoaJa sera; 6uunp pallelsu! aq 6u!owq ss0.10 paJlnbGJ pue s.az!I!gels ley; spuewwooei a ! � 1 W Z'ON dS 4 S83M '6u!oelq 00 0 -0-01 JO palldde Ig4oeJ!p 611!8eo P!6!21 0210HO 109 Z' dS PXZ a21OHO 109 •sulpnd 00 91. JO pa!Idde 40aJ!p 6u!y;eeps pooh lelnlonJ4S aHOH0 d01 Z'oN dS 17)(Z 0M0H3 d01 - ONI0V2f8 -2139Wl1 %OZ = Id ql L4 :1 (W LOOZIdJl410ZO8d 0P03 0'04 1009 6/U e/u 9 •0'0 (111zJ 94'0 SM ON Jaui smug da21 . 0'0 1108 091. L0Z< 6 19'0 (l1)1JaA 18 0 08 9Z' 1. 100 Jagwnl 01 1001 061/442 OZ1W on 9Z9< 6 ZZ'O (11)1JOA Z4'0 31 92'1. 100 duo eleld 0'0Z 1101 dI O S31V1d P/1 uaP /I ( u! 1430 '193 0 - ONI3VdS (pd) ONIOVO1 1 I. — (A'X) sleeM0 eleld 1 0 - Z70 L -01-6 LI'ZI0 = fix£ 031IVN 0311Th 0311VN = 4x4 S 031IVN 0311Th 031IVN _ 9 SL 41. EL ; L •1 NM I I I I I I � z .. II 01 0311Th 0311Th 4 b g ro -4* LL ■ , E 0311Th 4x5' 03-11Th Z1 1 S6'4 ZL 031IVN 03lIVN L'9Z L = oleos Z 41 01 1 1 - 6 1 44 - 9 1 01. - 01. - 1 - 1 Hrt H4 SmS( 04 I12J 1 - X21WOJfNOSusNwzxMOzn60Zx 0 EZ3 4 01 1 96ed 9102 00 :SZ :LL EL JdV P°M 'oul 'sau;snPu! Hel!41 SLOE 6Z daS s 049'L id'ei!!nuos 'sa!!ddns 6uip!!ng 6u!uuery (1euo!400) eou0.1908 qor 1. 1. JapJ!O d!H !euo6e!0 LOf SososIr 9660£491 eouep!sea 1>yy9J9 Aid QO adkL ssrul ssrlJl qof • 0199£ ld'edwel '41£ZZ VA'oupuoxelVo "Z 1E °1!fS'laaJ}S eel 'N 91Z'a}n}gsu! a ;old ssrul woµ a!gol!ono uoµowio;ul AI.WS P ^IB lse3 aped 4069 lueuodwo3 6 u!PIIn9 ISO9 puo - 950 "olaaNaO /uIonO lldl%iSNV aas •s w s ssru ; y puo sassrvy ;o 6u!oox7 puo uo!paaa •Arangap •a6ouo }s •uayoougo; a 6wpao6aj aouop!n6 loJaua6 Joj •a6owop A adoad puo Ainfw Iouosrad a!q!ssod y }!m asdogoo yuanaad o} puo A}g!goys io; pannbaj sAom!o s! .� a1i W 6upoag }ueu ouuad puo /uojodwa; Iouo!y!ppv 'Apo siagwew pogo Jo /puo dam nnµ !onp!n!pu! ;0 6monq yuanaid 04 s! payo0!pu! 6upoag •6!sap 6u!pgnq 1 IloJano ay} o }u! u6!sap s!y} ayoaodioou! Apadad puo saa}awoiod u6!sap ;o A;g googddo ayy A;uan ysnw aau6!sep 6u!pl!nq ayy'asn amps wa}sAs sway o you •}ueuodwo0 6u!pnq Ionp!Npu! uo Jo; s! puo 'umoys oayawoiod uodn Apo pasoq Si u6!sap s!.1 •sropeuuoa grim y ;!m Apo asn Jo; pgon u6!sad 'nu 3NOd38 9LOZ,L0ioI ' em 30Vd 3aN3d3d3H N311W 030f70NI ONV SAL NO S3LON 0V321 Pue waaeweJed u AWOA - ONINNVM 8 91.0t£1. I!JdV :Kea OL9£E l3 edWel'PAM ISe3 aVed 4069 4£99 ILaD l3 'WI 'Inn VIM 09£6£' 3d luegll'V sewogl ,% e ' s iV N 0 1,oe t ��—+► te • :` % 0l Ja;a 08£6£ ON /A • : 'ssnil s!gl ;o u6!sep pue s!sAleue NI u! pasn sem lepow 4!x4 pue Jogwayy „shay paxg q4!m salealggol!d p!6u -!wag„ (g !• , • '�.` s • N 3 \(•• pue ;up( e ! do 'Z lu!olle g!Idn ql 6Zl • • • • 0 P 4 3 7 4I ql 8 '£ lu!o(le g!Idn q! 4 6u!puelsgl!m ;o elgedea aleld 6u! eeq oI ssnjl ;o (sjaglo Aq) uogoeuuoo ieo!uegoaw ep!nok! (S ° fr d S% 'suo !loauuoa ssnJ4 oI ssfJ4 Jo; (s)Jopj!6 a (4 1 1 1 4 .1111111% . •" 0% !m a !m s Jagwew iewo Aue pue p.101.13 wogoq agl ueeNgaq lg II P 0 - Z Aq P I 0 - 9 - E al6uei0aa a a Jagm seaje He u! pi0ya wog org uo;sdO OZ 4 pe0! an!' e J0; peu6!sap uaaq sey SsnJI s!gl „ (£ 'speol am! 101.110 Aire gl!m luaunauOOUOU peal an!! pio1.10 wolloq ;sd 0'01. e Jo; peu6!sap uaaq seq ssnjl s!gl (Z 09 1 =100 dub aleld Og L =1OO jagwnl 'umoys suo!Iaeei Jo; S21JMIN g seam; pue siagwew Jo; 0- 0lpesodxa lg6u pue gal leO!yan pue ' pasodxe Ig6u pue gal JNAOI!luea 'euoz (6Joua1x3 O - pue (IeuogoogP) SNdMW'8 1.'0 =! ' pu3 'O dx3 'I 1 1 =<Aea '44Z =1 1 494= 9'49Z = 1 1sd0'£ =1008 1 1sdZ 4 =1001 !qdw LO L =Psen (lsn6 puooas -£) gdw0£ l =llnn'0 - L 30SV :Pu!M ( l - S310N 'umoys uagm ldaaxe ssal Jo (ql) 09Z saalo; NV - - ual xelryrdwo0 'xen - (ql) '5302104 (1. 01)491 =Z '(Z1. 01)ZZ =4 '(8 01)8 =£ Aei0 xelry (Z1. 01)6Z1. '(1. 01)8 =4 '(6 31)4 - =£ 4!Idfl xeW (ZL 0l)4L =Z zJOH xeyy 0 - 4 - 0 / 491.=Z 'Ieo!uegoayy /8- =t Ieo!uegoayy /£ =£ (ez!s /ql) 'SNOI10V321 apm6 uogepelsul Jez!I!ge4S wpm aOUepJOaae u! 'uog0are ssnij 6uunp papelsu! eq 6upejq SSOJO pannbal pue sjezg!ge4S legl spuewwooei leL!IN 6upeiq ao 0 Jo pe!Idde Agoanp 6wl!a0 p!6!2I 02l0HO 108 Z' dS 4xZ 02I0H0108 su!und oo 0 - - Jo pa!Idde Al4Oanp 6u!gleogs poom IejnlanJ4S 0NOH0 d01 Z'oN dS 4XZ ON0H0 dOl - ONI3V2I8 - 2138Wn1 %OZ = ld ql 9 1 (yy xuleW) L00ZIdL41.0Z08d 5 1 90 0 0'01. 1008 e/u e/u Z 00'0 (11)zioH 00'0 8M S3.1 IOU' SSaJIg deb • 0'0 1108 09L 666< L 00'0 (11)Yan £0'0 08 SZ' 100 aagwnl 01 1001 061./44Z OZIIN 04Z 666< L 00'0 (11)1reA 91'0 01 9Z' L 100 duo aleld 0•OZ 1101 dI21O S311ild P/l 0 °P /I ( u! '1430 'ISO 0 - ONIOVdS Qsd) ONIOVO1 L0 –(A'X) slas}IO eleld 0 - 0 0 1 0 1 0 - Z - 0 1 t,32 '/ 1 4 ril E i l L I I I . WI , „ F ri Z1 001E E 0 l = eleOS 0 - 0 - 1 0 0 -0 -1 1 0i`1 1 OMIzVdr18NKIxOgeon6X11sfaEt SnnPdS2INPA IE( 311C - XUVIaANOSusNwzxMOzn6gZx3EZ0441 l abed 9102 LO :SZ : £1 adV paM oil! 'sauysnpul maim SLOZ 6Z daS s 01 L 1d'a!linuos • sa!IddnS 6u1p11ng 6u!uum (Ieuogdo) eouaieled qof L Z re,- iewoo sor 909091f 6660£1 aouap!sa2! Ly4;aag Lid A10 edAj ssrui ssrul qof • OL99E ld'edwel '4 LEZZ VA 'oupuoxay'Z LE aI!n auodwo 6u I S sway sal as (U4 o Bup u! PU ssrul sua ARam • uo lo4s'u ;ul APIDS 'MS lae3 aVed 4069 W 7 IPIIA9 ISJB Puo 69 AJwonp lldl/ISNtl aas'swa45ASnnµ puo sassily. Lo fiu!ooJq puo ua {0a�a •Alan!lap •a6o�o {s'uo!LoougoJ .4%1114 W ay; 6u!po6e aouop!n6 Ioieue6 Jo j 'a6owop Apedod puo AJniu! louoslad alq!ss0d y4!m asdopoo Luanad o{ puo AL!l!gojs Jo; pannbeJ sAomlo s! 6upo�q {uauouued puo A OJOdwa4 louoµ!ppy 'AlUO sJegweW pogo Jo /puo QOM Ssny lonp!n!pu! 40 6wponq 4uanad 04 s4 pa400!pu! 6upoi43 v6!sep 6u!ppnq 1 !piano ay4 ow! u6!sep sy4 e41J0603u! AuadoJd puo sialawwod u6!sep 4o A4!I!goo Iddo ay{ A;uan Lsnw Jau6!sap 6u!pl!nq ayL •asn amps] . wa{sAS ssnµ o Lou' {ueuodwoo 6u!pI!nq pnp!ypu! uo Jo4 s! puo •umoys sla4aw0JOd uodn Apo pasoq s! u6!sap s!gJ'v0 {oauu00 1pal!w y4!M Aluo asn J04 pgon u6!saa '3Sn 321Od38 SLOZ/EO/OL 'naJ EL?L 39Vd 30N3N3d3d N31IW O3On70N! ONV SAL NO S31ON OV3N pue sie eweued u6lsep AJueA - ONINNVM V p 9LOZ`£L I!Jdd :Kea 019CE - H edwel'Pp18 lse3 wind 6069 PC99 4 all 'VS11 J4s1JW O9e6E•oro 3d PANIN V sew«u • • O9C6£ ON .ssrul slyl ;o u6!sep pue sls (leue ayl ul pasn sem lepow /Ilxg pua Jagwayy „shay paxl; yu!n s) lleeJgyo4!d POP (9 • y � e 6 • •. N • . • •• 1` ♦ lu!of le Widn ql Z11 pue E lulof le g!ldn ql 9q 6u!puelsyl!m ;o algedeo amid buueeq of ssrul (wawa Aq) u0!l0auu00leo!uegoaw ep!nold (2 • ....... ' %l ♦♦ suo!laauuoo ssrul of ssrul Jo; (s)JapJl6 0l Jeleu (q � 1 1 I I cJ I tO% !m a !m I( a 'sJagwew Jew I(ue pue pogo wogoq eq uee q ly II P O q !lei al6ueloai e amok seam Ile u! pogo wogoq ayl uo;sd0.OZ ;o peol GA!! a Jo; paub!sap uaaq sey ssrul s!.1, (E !speol an!! Jaylo Rue wpm Iuaunouoouou pm!! an!I pogo wogoq;sd up!. e Jo; pau6!sep uaaq sey ssrul s!yl (Z 09'1=100 dub 9491d 09'1 =100 Jagwnl 'umoys suo!10eai JO; Sa3Myy SO010; pue siaqwew Jo; O- O:pesodxe 146u pue gal leo!pen pua : pesodxe ly6u pue gal Jana!!lueo :au0z 4 - Z 04 Z (1)Jo!Jalul 'Z 0 441 - p - 1. - (Z)J 0 - 0 pue (IeuogoaJ!P) S2fdMW '911)=!d00 'lou3 :O dx3 'II 1 111 =anea :1•Z =1 'gS4 =8 1152 =4 'lsd0'£ =1008 'lsdZ17=1001 '4dw 101 =Psen (1 Pumas 4dw0£ 1=Ann :O1 30S`d :Pu!M (1 - S310N 'umoyS uaym Ideoxa ssal Jo (ql) 05Z saoioo IIV - •ua1 'xeyy /•dw03 •xeyy - (ql) 'S3O21Od (£ 01)917=P11 01)012 =Z '(11 01)£9 =£ AeJo xeyy (Z1 01)211 =Z '(Z L 01)91 xeW (Z1 01)1 Z 1 =Z zJOH xeyy Ieo!uegoeIN/9Z =• '0 /012 =Z 'Ieo!ueyoayiLS =£ (az!s /g1) 'SNOI10v321 !ap!n6 uo!leIelsul Jezll!ge ;S L l!m aouepi000e w 'uo!10aJa ssnJl 6uunp Pallelsu! eq 6woeiq SSOJO paJmbeJ pue sJaz!l!gejS ley; spuewwOOSJ Jlal! 1 :6upeiq oo 0 JO Pa!Idde IlIoemp 6 u!I!aa P! 0210HO 108 Z' dS 4x2 02fOH0109 !su!und o0 O-O -E Jo pal!dde AgoaJ!p 6ulyleays poom Iei nJ ;S OM0HO d01 Z' dS •xZ 0210HO d01 - ONI3V2I8 '2138Wf11 %OZ =IA ql Z1 11LI6!aM (W-xulevu) LOOZId1/410Z09d ap 0'01 1008 e/u e/u Z 00'0 (11)zJ 00'0 8M S3A Jou! ssei1S da2l . 0'0 1108 091 666< L 10"0 (11)1JeA L0'0 09 SZ' 1 100 Jagwnl 0'L 1001 061 /442 OZ1V4 0PZ 666< L-4 00'0 (11)4JOA 91'0 01 St 1 100 duo eleld 0 1101 d1210 S31Vld P/1 uaP /I ( u! 1430 'ISO 0 - 0 - Z - ONIOtldS (1 ONIOV01 LT = 4x2 L Z t N c. n 8 ZL100'L E 0'SL L = alert 0 0 0 0 b L Or172Pedf19N30 SAnPdSedm l£ 13f1L X2i1N0ANOSusNLuzxMOzn6c1Do£Z04 :01 abed 9102 LO:SZ:LL £L Jdy pep/ •0u4'sau4snpul Aal! l SLOZ 6Z des 5 049'1 ld'all!nuosspep 'se!Iddng 6u!pl!ng 6u!uue!ry (IeU0gdo) aouaJ9JNd qol• L Z )pepJawoa EOf 90909W 0001£491 aauap!saa 71914JE 140 adkL ssrul ssnJ1 qof • 0499£ id'edwel '4 ICU YA'oupuoxey'ZLEalLn *mg lse3 aped 4069 auodwo Bu n I S "hau uo •N rut o 6upoi i old s uo! elo apaollono uopo s'uo!l oNot W o !P6 8 ISJe Puo 68 "WNIIiJ NeonO LIdUISNtl aa5 'SWajSAS SsNj puo saSSNj 30 6UgOJq puo UOIj�a10 'AiaNlap 'aBD10j5 'UOILDOpgDI .4 1. W eta 6up�o6ei eouopLn6lojeue6 god •e6owop Apadod puo Mop! louoted eigssod tam esdoIoo juanad of puo ',moots Jo; pennb9 lo sAOm st 6upoiq jueuouued puo Armodwaj louajlppy 'Apo siagWeW pogo Jo /puo qem ssng lonpinlpu! 40 6ugppnq juanad 04 S! pajoolpuL 6upoig •u6!sep 6uppnq I IIDJOAO 041 ow! u6lsap slyj etwodloou! AJeda si d puo eiewoJod uBlsap to Aj111googddo ayj Ajp9A jsnw Bls Jauep 6ulpIng ayj'asn atom •wajsAs ssm o MP" jou 'jueuodwoo 6uippng lonpinlpu! uo lot si puo'umoys siajawwod uodn Apo pesoq sl u6lsap sm. •sioyoauuoo �IallW yjun Apo esn Jo; pion u6lsea 3Sl 3d0d3e SIOZ/EO/OL 'Aar ELPL-IIW 30Vd 30N3213d3d N31IW 0301170NI ONV SIHl NO S31ON OV321 Pm s New,Jed u6lsap A/Nail - ONINNVM 8 • • 96OZ'£L IIJdd :sae0 0 me b edwel "PA18 ISe3 s>Ned P069 1199t .3 U1 'vsn >gGJJW 09E68"ON 3d IUIW V sea041 :a= • .- – i 'ssnJl snap u6!sep pue sls�(leue ay; un pasn sem lapow p!xg pug Jegwayy „shay paxg 4 ;!m s)leaggo;!d p!6u- !waS,, (9 • . b 8E6E ON • ••• '� • • u!of w ! do pue 2 • • � � \ • � ♦ 3 a I I ql 6ZL P £ lulof ;e g!idn ql £8 6u!pue;sLinm ;o algedeo amid 6uueaq Navin o; avin to (sieLno �(q) uolloeuuoo leo!ue4oaw ap!Aad (S 0 i " 4 . N 3 • • O ' %� -suo!loauuoo saw) of ssmn Jo; (s)Jepn6 o; Jejej (4 I, 1 8� • • • • • • • • • `� % • •siegwaw Jaw I(ue pue pioqo wonoq ay; uaamlaq ly 1 1, d 5 ��� • Illm aP!m 0 Aq Ilea 0 al6ueloai 9 9Ja seaJe Ile u! pJoyo wolloq 443 uo;sd01OZ ;o peol aA!l e io; peu6!sep ueaq sell ssrlJ4 s!yl • (£ � � // / 1 11111 1 % % 'speol am! Jaylo Aue ql!m luaunouoouou peol aA!l pimp wogoq ;sd 0'01. e Jo; peu6!sep ueaq 694 saw; s!yl (Z 09' 1. =1oa du6 eleld 09' L =100 Jagwni :umoys SUO!loeaJ Jo; S21IMW g SeoJo; pue sJagwaw J0; 3- 3:pesodxa 146u pue gal leo!llaA pua : pasodxe ly6u pue 419I.analgueo :auoz 4 L - b 04 Z - L - L (L)Joualul 'Z - L - 1. 01 p1. - 1. - (Z)Joua4x3 0 Pue (leuo!oaJIP) S2IdMW '81.1)=!dO0 "10u3 :O dx3 :II 'WO :gq =eAee 44Z =1 :4194 =8 :11SZ =4 :1sd0'£ =1009 'jsdZ'4 =1439- :4dw 1O L =Psen (1sn6 puooes -E) 4dw0E L=alnn :O L 30S`d :PuJ1A ( L - S310N •umoys UO4M ldeoxe ssal Jo (ql) OSZ s9010; IN - "uej, •xew/ dwoo •xew - (ql) 'S3oHod (£ 31)9[ =4 '(L 31)862 =Z' (LL 01)601,=E xeyy (Z1. 31)6Z1. =Z In. 31)48-= Ell!Idfl xen (Z1. 31)69[ =Z zJoH xeyy leo!ueyoayy/4y= P'0 /965= Z'leo!uegoan/00l =£ ( 'SNOl13b'321 •aP! uollellelsul Jezll!gelg y ;!m eouepi000e u! 'uo!40aa ssrul 6uunp pape;su! eq 6upeJq sswo pannbei pue sJazj!ge4S )e41 spuQW WO3aJ xeiney •Bupeiq no 0-0-01. JO pa!ldde Annoy 6 u!I! 30 PI 02lOHO 108 Z'oN dS 4x5 a210H0108 •su!und no 0-0 -9 Jo pa!Idde Annoy Bu!y ;eays poom IBJnlofJlS 02jOHO d01 Z' dS PxZ 02IOH3 d01 - 0NI0V218 -2I38Wl1 %OZ =1d ql 61. :146!aM (111 xuleW) L00ZId1/140Z38d ePo3 0'01. 1009 e/u e/u Z 00'0 (11)zloH 00'0 8M S3), Joul ssaJ)S deN . 0'0 1108 091. 666< L 40'0 (11)1Jan OZ'0 08 St L 100 J 0'L 1001 0614445 ()UPI OPZ 666< L Z0'0 (11)Nan LZ'0 01 SZ' L 100 duo a ;eld 0'0Z 1101 dI2I9 S31Vld P/1 OPP/I ( u! - 1d30 'IS3 0 - ONI3VdS (Lsd) ONIOVO1 labP3'0 – (JA')() SI Meld 0-01-P 4-Zl103 0-0-S o- = SxZ 4 '/ L �� ,, � Z N 9 O W t J N u, 51. 001 /L £ 9 0Z :1. = glen 0 01 0 - 0 -9 9 01-1.- 1 d r48z Lx L1N81a641H LE Mflx10 X21WaAN0SusNwzxmOzn6gzxo£Z04 :01 1. a6ed 91.05 ZO:S5:L1 Si °IV PQM 'ouI 'saNSnPuI lel!W 9105 6Z daS s 049'L ld 'alpnuossper 'sagddnS 6uippng 6uluuepy (leuop00) aouaJalea qor L 5 pper ,awoo 4or 9o90SLr • 10015491 eoueplsaa ma's LId A40 edkj ssrul ssrul WI* • 0199E ld'edwel 'PAI9 lse3 a11/ed 4069 ?I 1. yuauodwoo 644 11311 ^9 69 /O A91 ^ O L 1809 Pup .41£ V� IdUISN ' IJISNV al "Z IE al! ^9' AS 1 uo sos 818 {ny! ;su! ayo!d ssrul w°11 a!go!!ono uo!{ow/oWl A{ayos as •swa ;S 55,111 puo sru ; ;o 6upolq puo uo! ;oa/a •A/amap •a6o/oys •uo!yoopgo; 311116u!p/06a/ aouop!n6 !0/aue6 JO d 'a6owop Apadad puo /unfu! !ouosiad alq!ssod qpm a/ !o asdo11oo ;uane/d 04 puo Ayggoys /o; pannb sAom s! a 6u !oo/q;uauow/ad puo Aro/odway !ouo!y!ppy ',quo s/agwew p/oyo /0 /puo qem ssn11 !onp!n!pu! ;o 6upgong yuanaid 04 Si payo0!pu! 6u!oo/g u6!sep 6u!p!!ng .1 !piano ay; oyu! u6!sep s!yy ayaod/oou! Apadad puo siayawoiod u6!sep ;o Ayg!goo!Iddo ay; A;uan ysnw /au6!sap 6up!!nq 94; '35,1 a/o1eg wa{sAS 55,111 0 40U 'yuauodwoo bu!p!!nq !onp!n!pu! uo /o; s! puo •umoys siolowoiod uodn Apo pesoq s! u6!sap 5!541 •sioyoauuoo ®IaLNI yy!m quo asn /o; No/ u6!sa4 3S113dOd38 9108,80/04 ' E141 30 Vd 33N3d3d3d N31IW 03Of1 ONV SIHU NO S3ION and Pue s/eyeweued uB/sep /Juan • ONINdVM V 9L0Z`£L I!Jd`d :8380 01.9E£ l3 vital 'PAM 1883 Wed P069 6899 ugo ll '0441 'vsn *An 08E6E' 3d NNW 'tl Sew `% 1111 111 11/1,, � V No I li1, • • 08£6£ ON : 55,111 81'4 ;o u6!sap pue s!sAleue 3143 u! pasn Sem lapow A3!xg pue lagweiy „shay paxy 111!M sslealggoy!d p!611 -!waS„ (g • i ♦ Z iu!of 2 • •,JA S • • ' y 481;!Idn qI OS 1 pue E iu!of ;e u!Idn qi 611 6u!Pueisgi!m ;0 algedeo meld 6uueaq of ssnli ;o (slay ;o Aq) uo!ioauuoo l80!uey0aw ap!Awd (g j � 6 ' N 3 . • ` A • � � - suog0auuo0 Ssnli 04 55,111 Jo; (s)lapn6 of Jeje l (q 0I fr ...... q slagwaw 13030 sue pue 1110L10 wouoq 343 uaaMiaq 40 11 1I IIII 1 V 5 1 1 ,��� 11!m WP!M 0 -0-Z Aq 11 al 6ueioal a alawM seale Ile u plogo wouoq ay; uo;sdO OZ ;0 Peol 8All 810; pau6!sap uaaq sal ssnli s!yl (E speol an!! Jaw Aim gum 3uaUE0000uou peol am' pow wonoq;sd 0'01 e lo; pau6!sap uaaq sey ssnl; s!41 09'1=100 dub meld 09'1=100 lagwnl 'uMoys Suo!40eaJ 10; SadMpy g 830104 pue slagwaw 10; 0- 0'pasodxa 40644 pue 4431 leo!pan pua ' pasodxa 314611 pue i ;al Janalgue0 !eo°z q-1 L 0l Z - L - L (L)J0!Ja;u1 'Z 0 4K - 17 - 1 - (Z)Joua4x3 0 - 0 pue (i8440!303,113) SiIdMW '9 L'0 =!d39 ' pu3 '0 dx3 'II '1 '444 =eAee 1 1A7Z =1 1 496 =9 'uSZ =q '4SdO'£ =1008 '1sdZ'4 =1001 '4dw lO L =PSen (1sn6 puooes - gdw0£ L =11nA 1 01 - L 30SV !Pu!M ( L - S31ON 'uMoys uayM 3daOxa ssal to (ql) OGZ 690104 IIV - '4431 •x81111/ dwo0 xe1V - (ql) 'S332103 (£ 31)901=17 '(1 01)88£ =Z '(L L 01)t79 1=E AE10 xen (Z I• 01)05 I. (Z I. 01)6 L L =E 4!Idfl xen (ZL 01)LLZ =Z z10H xen 1e e4 P'017 /88£= Z 'I 80 !ueyOan /141 =E (ez!s /ql) 'SNOI10V321 OP!no uo!ielleleul lazg!gels qi!M a0ueP1000e u! 'u0!308Ja ssnli 6uunp paile)su! aq 6woelq ssao pagnbal pue slazg!ge1S ;eqi Spuawwo0aJ Na1!yy 6uoelq 00 0 to pa!Idde AI30a1!p 6ug!ao P!6!8 021OH0108 Z'ON dS 7x8 0210H0108 Sugmd 0o 9-6 -4 to pagdde AI30anp 6u!lpeags POOH IeJn30nJlS 080H0 d01 Z'O• dS 17)(Z 0210H0 d01 - 0NI0V218 - 21381Nf11 %0Z = Id c11 9Z :34 (141 LOOZId1/fI0Z39d 0 1 30 0 0'01 1009 8/U e/u Z 10'0 (11)zloH 00'0 8M 93A soul ssal3S daa • 0'0 1139 091. SZ9< L - 4 9L 0 (11)1 Eb'0 38 9Z 'l 1O0 0' 1031 061/1717Z OZln 048 666< L 90'0 (11)PeA 09'0 31 9Z' I. 100 duO eleId 0 1131 dI210 S31V1d P/1 IIaP /I (001) u! 1 1/30 'ISO 0 - 0N10VdS (lsd) ONIOVOI 18 L 0'E Z O ZI - (A'X) Weil() 3 4 8 1d o o 1 s 0-z-0 0 -0 -L 00 sx£ 4 1 9 g v, a ZL 1 00'L 5'92: = 91809 0 0 - 4 - 1 0 0 - d f4 21 zOx Lx 11N8141IZPOMOANwAB LE MnxI0oxaOgo XHnoANo9usNwzxM0zn6gzX { abed 9108 ZO :SZ :L L El /dy paM '044! 'saulsnpu! >I 9108 6Z doS s 0491 ld 'all!nuosref 'sa!!ddns 6u!p!!ng 6u!uuen oeuog0O) eouala;aa qof 1 Z eadO -N0ef 60r 9090918 80018481 a0uap!saa Ewell] Ald Alt) adA1 ssnjj EMI qof • 01.99£ ld'edwel ' 41EZZyn' oupuoxeiV 'lie el! nS' 1 N9IZ 'eyny!4su! UONowJoyulAleIDS 'PMH 4se3 aVed 4069 41618odWO3 6 uypje9 ISo9 Pub 69 AM lldl%ISNV aas'swa4sAs ssny puo sassruy 40 6u!ooJq puo uo!yoaie •/uan!lap •a6oJoys 'u0!y0opgo; 8114 6u!pJO6GJ aouop!nb lOJaua6 Jod •a6owop Apadod puo AMP! IOUOSrad a!q!ssod Li" asdo!!o0 yuenaJd oy puo Amps* 10i pannbai sAOMyo a t ali w 6wooJq yuauoWJad puo AJoJOdway !ouoµ!PPy •A!uo SJegwaw pogo Jo /puo gem ssr y !onp!ypu! ;o 6u!gonq yuanad oy s! payoo!pw 6upoJ9 •U6!sap 6u!pl!nq J111 IIOJano ayy 04U! u6!s9p ay; ayoJodJOOu! Apedod puo s104ewojod u6!sep 4o Ay!!!goo!lddo ayy Ayuan ysnw Jau6!sap 6u!pl!nq ayy 'asn 0J0409 •wa4sAs ssruy o you •yueuodwoo 6u!p!!nq !onp!n!pu! uo Joy Si puo •umoys srayawOJod uodn Apo pasoq s! u6!sap s!ut •sropeuuoo (palm, 144!M Apo asn Joy pion u6!sea '3Sn 3210d38 SGOL/E0/OL 'nay EM 39Vd 30N32I dad )1311W 03an7JNl ONV SIH.L NO S31ON OV3d Pue sjejewejed uBlsap AJueA • DNINHVM V p / 1 91.0Z`£t• I!JdV :am 19E£11 edwel - PN9 4se3 wind 6069 4£99P ' 'VS11)01111 08£6£ 3d IU Y i sswsgl ,1.jS S NQ .� � � `� ? io >• •.. • • • . • J 08 £ 6 O N • ••• 'ssrul sup ;o u6!sep pue s!sAleue ay; w peso sem lapow A4IxU pua Jegwayy „shay pexy y ;!m s)leeJgg3;!d p!B!J -!wag, (9 'Z;u!of le y!Idn ql OS L Pue 2 ' S \'\ • ' y , � Z;u!of le 1 !ldn ql OS I. '£ lu!of ;e !ldn ql 614 Bu!pueleglIm ;o eiqedeo eleld Buueeq o; ssru; ;o !4 (slay ;o Aq) uo!;oeuuoo leO!UeLOaw ep!AOJd (S ii d • • . N 3 • O`< 'suoauuoO ssru; o; ssru; Jo; (s)JepJ!6 0; JaleN (4 00, • & 7b, • • • • �� , .�� 'siegwew Jaw Aue pue pogo wouoq 9444 uaam;eq u} / / // / J J b' 11 S , ` `�%� ll!m ep!m 0 Aq Ile4 0-9-c iBue an! e eum l e u! pogo uoo Lu u oq eq; uo pogo Oz o pean!! a Jo; peu6!sep ueeq sey ssru; s!yl . (c P I I 43 o Au 43. 3 P I .l P 4 A q l sd 0'01. a Jo; pau6!sep uaaq sey Sung s!yl (Z 09•1 =100 dub amid 09'1=100 Jagwnl :umoys SUOI43 aJ Jo; S2JHMIN'Jt seam; pue siegwew Jo; 0- 0'pasodxa ;y6u pue 31x1 !eo!peA pua ' pasodxe ig6u pue Sal J9n91!;U80 :BUOZ 01.1. 04 Z (4)Jo!Je4ul 'Z 0 444 - 4 - 4 - (Z)Joue4x3 0 -0 pue (leuonoenP) S21dMIN :81.'0 =! ''pu3 '0 dx3 '11 le0 '314 =9nea :1142 =l 3154 =8 31SZ =4 4sd0'£ =1008 :lsd ?'4 =1001 :4dw 1O L =PseA (4sn puooes -£) 4dw0E L=llnn !O1 30SH :puM ( L - S31ON 'umoys ueum;daoxe ssei JO (qi) OSZ seam; !!y -'uel 'xeyy/'dwo0 'xeyy - (qi) - 933210d (4 0 =Z ' (4 01)68£= Z;deOxe 4'E 'E (s);U!of;e ssa! Jo ql 09Z suOpOeei py AeJO xeyy (Z4 01)0S 4 - =Z '(Z1. 0-1)611 £ ;daoxe (s) ;u!of le ssa! Jo ql 001 8!Idn Ilb' 8!Idfl xen (Z1 04)442 =Z ZJOH xeyy - (ql) leo!ueyoe y =E yeo!ueyoayy =E (y ;6uoI= I);deoxe 0-0-L s6uueeq py -SNOI10y3d1 'ep06 uogelleleul Jez!l!ge;S y ;!m eouepi000e u! 'uo!joaje ssru; 6uunp pape;su! eq 6u!oejq Ss0JO pBJ!nbeJ pue sjezwge;S 4844; spuewwooal )lal!W '6upeiq 30 0 JO pe!Idde AI aJ!p Bu!I!a0 POW 02do1 109 torsi dS 4xZ 02J0H0 109 'su!und oo g-6-47.10 pa!ldde AIloaJ!p 6u!y;eegs Poore leJn4OnJ1S 02JOH0 d01 Z• dS 4xZ 0210H0 dOl -:) N 131218 -21381Nf11 %OZ = 1d ql 9Z :346!9M (yy- x!J3ell) L00ZId1/4LOZ08d 9P00 0'01. 1008 e/u e/u Z L0'0 (lflzJOH 00'0 8M S3A JOUI ssei ;S da21 . 0'0 1109 081 809< L 91.'0 (1fl3Jan E4'0 08 9Z' L 100 Jegwnl 0'L 1001 061/442 OZ111 04Z 666< L 90'0 (11)PGA 09'0 01 9Z' L 100 duo eleld 0'0Z 1101 & E) S31yld P/1 11 ( u! - 1430 - ISO 0 - ONIOydS (lsd)'ONIOVO1 18 Z — (A'X) s;as110 aleld 1 i pc 4 Nr∎ ������ 9 A � 6 ZL1O0L • LZ. L = ehS 0-0-L 0 0-0-L 1 --- 1 df421z lx L1N813 L IZPOMOAN WA91E N1f1x100x00S - X21PIOANOSusNwzxM0zn6gZx 0 EZO4 01 abed 9LOZ ZO'9Z =LL EL dy PeM 'ou! 'sa4gsnpul H SLOZ 6Z d9S s 0494 - Id 'all!nuosper 'sai!ddns 6uiplln9 6u!uue4 yleuo•0o) 8OU8Jaled qPf L L uedo-sPer 90r 80909 t £0o 4£491 8ouep!seu 9UJ2J8 Ald A30 adAJ ssrul ssnll qof • 0199E ld'edwel ' 41 E lZ VA'oupuoxelV Z LE ey!nS'yeaµS 9 el'N 8LE'ayny!ysul ay01d ssrul way a!goi!ono uopouuoyul Mayes 'MB Ise3 e)IJed 4069 yueuodWO3 6 uWPlln9 IS39 Pun 69-95a'npeyp0 Mono LIdUISNV ees 'swejsAs nnµ puo sessnµ yo 6u!ooJq puo u040010 luanyap'96oloys'uo!yoougoy y eyy 6wpJo6aJ aouop!n6 !oiaue6 'a6owop AyladOJd puo Alnfu! Iouosred alq!ssod lam esdolloo yuanaJd oy puo /4 goys Ioy pannbew sAom!o s , l \ BupoJq yueuouwad puo A oyodway !ouog!ppv 'Aluo siagwaw pioyo b /puo gam ssru{ !onp!n!pu! yo 6u!!long yueneyd oy s! peyoo!pu! 6u!ooys 1.46!sep 6u!p!!nq • 11019A0 eta op! upsep s!yy eyorodJoou! Apedold puo s,e ewojod u6!sep yo N!I.!googddo ay; Ayuan mu, Iauelsap 6u!p!!nq egy'esn glom •waysAs ssnµ o you'yueuodwoo 6u!pI!nq !onp!A!pu! uo Joy Si puo 'umoys sralewojod uodn Apo pesoq s! !Asap s!yl •sioyoeuuoo glaLW gym Apo asn Joy pion u6!saa '3Sn 3213339 SLOZJEO/OL "ea/ ELPL 30Vd 30Nadad3d N31IW 0301 ONV SILL NO S31ON O V3N pue s,ejemeled u6lsep Alum - ONINNVM • • 960Z'£ I. ludy 019£61 J edwel'PMS lee3 elJed 4069 4x99 vsn llw 0956€ °N 3d IMP/ Y sew0111 • ■ .`� ? • O 1 a 0 j s s � ° '. • • 3 • • • ▪ • • O S £ 6 0 N : -ssnl; s!4 10 u6lsep pue s!sAleue ay; u! pasn sem Iapow I(;!xg pua Jagwayy „shay pax!; y ;!M sleeJggo;ld p!6u -!wag, (9 ;up( -"\ � '\ . ">, ;e g!ldn ql OS 1 pue £ ;u!of ;e g!!dn ql 611. 6u!pue ;s4 ;!m ;o a!gedeo amid 6uueeq on ssnr ; ;o (siei o I(q) uogoeuu03 leo!uegoew ep!AOLd (S .2 S' N 3 0 .. `Z` .` .SUO!4euuoo ssru; o; ssnr; Jo; (s)Japr!6 o; ia;aa (4 ��b ...... , "siegwew Jay ;o �(ue pue pow wouoq 64 uaamloq;g d S � � II!M ep!m 0 Aq Ile; 0 a16ueiai e eJaym seem Ile u! pimp wouoq ay; uo;sdo oZ ;o peel eA!I e ro; peu6!sap uaaq set/ ssnr; sly' , (E 41 11111 0% "speol am! Jay ;o Aue 4!m;uaunouoouou peel aA!1 pJOyo wouoq ;Sd 0"01 a JO; pau6lsap uaaq seq sera; S!yl (Z 09'1=103 dub amid 09 =100 regwnl :umoys 9uO!;Oear Jo; S IdMI l'9 sago; pue siegwew Jo; 0- 0:Pasodxa pue ue! !Bowan pua : pesodxa )46u pue gal Janall;ueo :auoz 4 L 1 o; Z - L - 1 (1)JOue;ul 'Z 0; 41 (Z)Jouepc3 3 pue (leuogoanP) SMdMW !81'3 =!d00 ''pu3 :3 dx3 !II 1 44=OAeo 314Z =1 liS4 =8 40=4 4sdo'E =1008 !ledZ'4=1031'4dw101 =psen ( ;sn6 puooes -£) 4dw0£1 O1 33SV •PuM (1 - S31ON 'umoys uaym ;deoxa ssal Jo (q1) OSZ seoio ;11V -'ua' •xeyy/dwo0 •xeyy - (ql) 'S331:OI (£ 01)901 =4 ' (1 31)98£ =Z ' (L 1 31)49 1=9 AeJ9 xeyy (Z1 31)0S I. 31)611 £;1!Idf! xeW (Z I. 31)112 =Z vOH xeyy leo!ueyoayy/6S= 4'9 /89£ =Z'Ieo!uet/oayy/141 =£ (ez!s /ql) 'SNOI1OV32:1 'ap!n6 uol4epe;sul Jezplge ;S 4>!M aouepl000e u! 'uo! oeJe ssnn 6uunp page ;su! eq 6u!oelq S80J3 pannbal pue s.Jaz!I!ge ;S ;e4 SpUBwwoo3J Nal!yy '6upeiq o0 0 -0-01 Jo pa!Idde AI4oanp 6u!!!ao P! 0):10H3 109 Z'oN dS 4xZ (MOHO 108 "su!und 30 9-6 -4 Jo p9!ldde Agoar!p 6u!y ;eays poem Iern4nnS OMOHO d01 Z'oN dS 1AZ OMOHO dOl ONI3VM8 - 1:13S1N01 %0Z = ld ql SZ :4u (w LOOZIdU410Z08d 9 1 30 3 0'01 1008 e/u eN Z 100 (l1lzroH 00'0 8M S3A Jou! Sser ;S dab . 0'0 1108 091 SZS< L 91'0 (11)IJeA co 4' 08 SZ'1 100 Jagwnl 0'L 1001 06I./44Z O&M 042 666< L 90'0 (11)1JeA OS '0 Ol Sr 1 loaduoeleld 0'OZ 1131 dINS S31Vld P/l 11 /I ( u! - 1d30 '1S3 0 - ONIOVdS (Jsd) ONIOVO1 I8 1 0'£ Z O ZJ — (A'X) s; oleic! 0 0 Sxg Z 9 6 N � ZLI 00'L 11 E - S 9Z L = eleos 0-0-L 0-4-1 0-0-L 1 o-41 1 3r4 ly NzZle rozfxun19N llsx - XdWOLNOSusNwzxM0zn6gZx 0 EZ34 :01 y abed 9132 EO SZ :LL EL JdV POM 'oul 'sauysnpul 'lal!IL 810Z 6Z deS s 049'1 ld 'al!!nuos�per 'sa!!ddng 6wp�ing 6uiuuelry (leuopco) eoueieled OCT 6L uedo- er Lor 9090SLr 4001£491 aouap!Se imam Lld Li0 odic'ssruj ssrul qor 0199E ld 'edwel '4LUZVA'0upuoxaly'ZI£9pnS'4aallS a91 •N 91Z'olny)ysu! a4o!d ssruI woo a!gol!ono uogouuolul AyaJDS P'19 4SE8 aped 4069 yueuodwo3 6 uIPl!n9 1539 Puo 69 A19 LI.WISNV 995 'swa4sAS sway puo 5955nµ 4 6u!ooJq puo uogoaJa 'Awn!!ap'960Joys'uo!yoougoy y 9144 6upJo6eJ aouop!n6 110.19119B 10j • e6owop Apedoid puo /unfu! !ouosiad a!q!ssod yI!m esdo11oo yuanaJd oy puo Ayg!goys Joy peJnbaJ sAo 4o s '1 a1! W 6upoiq 4ueuouJJed puo AJoiodway !ouo!pppv *Apo sJegwew pogo Jo /puo gam 55nµ !onp!n!pu! yo 6u!ponq 4u9naJd oy s! payoo!pu! 8u!ooJe •u8!sap Bu!p!!nq I Haieno ay; 01u! u6!sap NI eyoJOdaou! AuadoJd puo sJa49woiOd u6!sep yo A4!lpo34ddo 9144 Avon 4snw Jeu6!sep Bu!p!!nq ay4 'asn aJoyag •waysAs ssnµ o you '4uauodwoo 6u!ppnq !onp!n!pu! uo Jo; s! puo 'umoys sJayawoJOd uodn Apo pasoq 5! u61s9p S!1.1 j'5J0409uu00 (!aJJ up.. Apo asn 104 pion u6!sad -- 3Sn 321Og39 SLOUEO/OL 'nai ELPL•IIW 30 Vd 30N32I3d321 931148 0300 70 9! ONV 94411 NO S31ON 0V321 pue SJ84aweJed u5lsep Alvan • ONINNVM _ 1 ` 91. OZ`£ l I!JdV :eiea 019££ IA edwel • PAff ise3 9>ued 6069 6£99 wall •00l VS11) o9£s£ ON 3d Negro 'V sswoyl (S 1. SL )LE - =SL (Z= 8'Z = =41. (SZ= B'SZ= d)OS =EL (4Z 8 '4Z =4)84 =Z1. (6L= 8'61.=d)8E =1.1. (4L= 8'171 =d)L41•=01. :pan 1111111►/ �1 i/� (cg) speol pa ;eJ ;uaouo0 % • .%�S oz =L s'd speol wJOyup ,• •S •'�o a o ��� SZ' L= eseeJouI eleld 'SZ' L= eseeioul Jegwn :(peoueieq) an!l;ooa + peep (1. / /rt. ; >� �,i,! . . pJepUe ;g (S)3SV0 avoi ' . v '(8) Hoeq Jo (d);uoj; se pa;ou are ssnJ; ay; lo eoee 944o) paydde speol 'uol ;oes (S)3SVO awn ay; u! (8 - n - •I!e;ap 1IVN301 9,)!91!1414 04 JejeJ slle4ep aim Jod "sl!eu -a0; (,.SZ'EX,9pL'0) PZ1. Jo (.£x „841'0) PO L seleo!pu! .031IVN„ (L - •ssnJ; s!y ; ;o u6!sep pue s!SAleue ay) w pasn sem !wow Ain pue Jagwayy „sleet) Pox!) 411m S�leaJgy0;ld pl6u- !wag„ (9 '94u!o[ ;e ll!Idn ql 96 pue • c 8 e 6 e ON N .7: Z;ulof ;e l4!Idn qi Z91. '4lu!of le igidn qi Lo I. Bu!pue;sy ;!m ;o algedeo amid 6uueaq 0; ssru ; ;o (slay )o Aq) uol;o3uuoo leo!ueyoew 3PlnOJd (9 ••• "suogoeuuoo ssni; o; ssni; Jo; (s)Japi!6 o; ja ;aa (4 �i j • 4 \ ' \,, � �� 'slagwaw Jaw Aue pue ployo wouoq et); uaem;aq 14 ,�� d • • • N• • • ' � ` . ll!m ep!m o -o -z Aq 1!e; 0 - 9 - £ ei6ue oej e alaym seem lie u! pimp wouoq et); uo;sd0'0Z to peol 9A!l e lo; peu6!sep ueeq set) ssru; s!yl. (£ /, ! 7V .V S'4” %% "speol egg Jaylo due y;Im ;uaunouoouou peol egg ployo wouoq;sd 0'01, e Jo; peu6lsep uaaq say ssnJ; s!yl (Z X1 4 1111111- 0 09'1=100 dub amp 09' L =100 Jagwnl :pesodxe ;y6u pue Ila1 Ieoluan pue : pesodxe ;y6u pue Ilse Janall ;ueo :(!euo!pej!p) S21IMn :gl'0 =!d00 ''pu3 :O dx3 !II WO '314ranee :l4Z =1 '3154 =8 •ILSZ =4 !1sd0'E =1008 '1sdz'4 =1001 !Ow LO L =Psen (lsn6 puooes -£) Lidw0£ L=31nn 'O L 30SV :PuM ( L - S31ON 9LE/68£ =9 S83M SS£ /L6Z = 91 /L6Z =9). 'S9£ /L6Z 41. - £L 'SS£ /L6Z =E1 080H3 108 LZZ/L4£ - =L L '£LZ/£4£ - =11 - 0 L '99Z/96C =0L - Z 0MOH0 d01 umoys ueym;deoxe ssal Jo (ql) OSZ 99oJ0; IIV - 'uel •xeyy/'dwo0 'xen - (qi) • 5302104 (L 31)ZEZ =9 '(L 01)L6£ =Z'(L 01)9Z L=17 neJO xen (8 01)86 =s 18 o1)91. z '(8 3l)LO1. =P31!!48 xen (4Z 01)9 LZ =Z LJOH xen leo!ue =S `9 L L£= Z'Ie0!uegoayy /9ZL =4 (ez!s /ql) 'SNOLLOV3Ll •ep!n6 uo!;eIe;sul Jezll!gels y ;!m eouepi000e w 'uoyoaJ9 mil 6uunp Pepe ;sul eq 6u!oelq ssoio paJmbaJ pue sJezy!ge ;g ;et); SpuOW WOo9J Jia1!yy Z'oN dS 4xZ S83M "6u!oelq o0 0 -0-01 JO pa!Idde ApaJ!p 6u!I!ao P! 02JOH0 108 Z'oN dS 4xZ 0210H0109 "squad o0 9L -9-9 Jo pa!Idde AIoei!p 6ulq ;eays poom feJn onriS 02jo1 dOl Z'oN dS 4xZ 0210H0 d01 -ONIOV2I8 - 2138Wf11 %0z =1j qi L4 :446!eM (11- xu;eyy) L00ZId1/4LOZ08d 9 P 0 0 0'01. 1008 e/u e/u S 10'0 (lflzJOH 91.'0 8M ON JOUI SSCJIS dell . 0'0 1108 091. LOZ< 6 LS'0 (11)Pan L9'0 08 SZ' L 100 Jagwnl 01 1031 06 L /44Z OZln 04Z 8Z9< 6 ZZ'0 (11)Nan Z4'0 01 SZ' L 100 duo e4e1d 0'0Z 1101 dINO S31Vld WI BeP/1 ( u! •1430 •ISO 0 - ONIOVdS (lsd) ONIOVO1 labP3'01. — (.l'X) S ; %Bid L-01-6 1 1 = 4xE 031IVN 031IVN 0311VN — 9 0311VN 431IVN 031IVN 4x4 9 SL 4L EL � ,. ��% 11 I1 I1 t L z II 01 0311VN s 0311VN 0 1I b ro �� LL ' E 031IVN 4x9' 1 03lIVN 1 911 96 ZL 031IVN ` 031IVN 1'99 :1 = stenS '+ 4 9 - 6 - 4 41 - S 01 1 1 L I 41 - s I 0L - 01 - 1 - Of4WAL90 01118 A xf30d8 IZAnysx£ d X21WpANOSusNwzxMozn6gZxo£Z04 1 abed 91.09 40 :SZ :LL EL Jdy pem rout 'SOUSSnpu! lel!P1 91.02 6Z deS 9 0491 ld 'ell!nuom!oer 'sa!!ddng 6u!p!m8 6u!uueyy yeuogao) eaueiele 1 qo 1 Z JapJ!0 d!u leuo6e!O 90r 909091.r 9001£491 aouep!sad wale Aid A1O edAjssruj ssrul qof • I OL99£ id'edwel 'PM81se3 a�Ned 4089 '4l£ZZ VA'oupuoxa!V Z IS °IPS laalLS eel "N 9 l "alnklsui aloud ssrup wog epo!!ono u0µowJOW1 r4ePS lueuodwo, 6 uIP9n9 !SOO Pub 69 "bIN1N7 /411 1Id1UISNV eas lwalsAS ssng puo sassrul LO fiupoxi puo uo!peJa'Aramap'a6a015 •uo!lo7ugol ��, 941 6u9p1o6aJ aouop!n6 !OJaua6 J0 •a6owop A419d0Jd puo AJnIu! !ouosJed aglssod wlm asdol!oo luanaJd 04 puo Al!Iigols 10; pennbaJ SAom!o 5! , �1 \ 6u!ooJq luauowied puo /uowdwa+!ouo!1!ppV 'Apo siagwaw pi Jo /puo qam ssrul !onp!n!pu! 10 Bu!pong luanaJd 01 s! paloo!pu! 6upag •u6!sap 6u!p!!nq I !piano 041 0101 u6!Sap s!y1 alOJOdaou! Apad 1!!!g old puo 5ralaw0JOd u6!sep 40 A03!!ddo ayl A149A Ism Jeu6!sap Bu!p!!nq ay1'asn aro;eg •walsAs ssng o lou '1ueuOdwOo Bu!p!!nq !onp!n!pu! uo J04 s! puo'umoys sralawoi0d uodn Apo pesoq 5! u6!sep situ •vopauuoo slam Lwm Apo asn 10; ppon u6s90 3Sn 3210438 SLOVEO/OL 'Aai ELPL-IIW 39Vd 30N3e13d3d N311W 030010N1 ONH SAL NO S31ON OV39 Puy siaJaweied u5lsap AJuaA - ONINNVM I p I 91-OZ'E I. I!Jd`d :ale0 0498E l3 edwel •PAIR ise3 a)Jed 4069 4£991. Id • 'VSfl )1 09E6£' 3d luedIV'V sew041 ♦ ♦� ��, � 1 d N O / / /,, i e %% C) \ SA, I s : . • , . . •.;„ , .ssnJ s1 0 9 E 6 E 0 N L 471 o u6!sa p pue slsLleue ay; u! pawl seM lapow I pua Jagwayy „shay pixy yl!M s>lealgyolld pl6u -!waS„ (9 i 'Z 4u!of ; , d N 3 :/,."•. S ' \'\ . y � le g11dn q! 091. pue £ Iwo( le glldn ql 6L L 6u!puelsyl!M ;o a!gedeo amid Buueaq o4 ssrul ;o (wow) (wow) Lq) uoyoeuuoo leo!uegoew ap!nojd (S , 0 • ' o`Cs ♦ 'suo! euuoo ss . . • 3 o I M Jo; (s)JapJl6 04 Ja;aa (4 , i� g� d� •♦♦♦ ♦ l ssnJ 'sJegwew J6410 Lue pue plogo wolloq 044 uaamlaq 4g 11 /// I1 j V S , `%�� Wm 0 P!M 0 Aq 1184 0-6-£ al6uelo6J a aJaym seeJe Ile u! pogo wogoq eql uo;sd0'0Z ;o peo! am Jo; peu6lsep uaaq set ssrul s!41 • (£ speol an!! Jaylo Aue g4!M luaiinouoouou peol am pogo wolloq 0'04 e Jo; peu6!sep ueeq set ssrul sR41(Z 09'1 =100 dub aleld 09' 1, =100 Jagwnl 'umogs suo!loeeJ Jo; S I JMIN •R seoio; pue sJagwew Jo; 0- 0:pesodxe 4460 pue gal leo!pen pug ' pasodxe 44160 pue gal JeAelyueo :auoz 4 1, 04 Z (4.)Joue ul 'Z-L-4. 01 44-4-4- (Z)-10410 1x3 0 pue (leuo!loeJ!P) SNdMIN !9 1.13=!d00 "1 0 dx3 1 1 1e0 :444 =anea 44Z =1 '1154 =8 4192 =4 :1sd0'E =1008 ';sdZ'4 =1001 !Lift LOL =Psen (lsn6 puooes -£) gdw0£ 4= l!nA'O1 30SY :PuM ( L - S31ON :umogs UaLM ldeoxe ssal Jo (qI) 0SZ saoio; liv - :ua1 :xelryrdwoo .Xelnl - (q1) '6332104 (£ 01)904 =4 IL 01)99£ =Z ILL 01)451, =£ Ael0 xell (Z1, 01)094 IZ1. 01)641 £1PIdfl xeW (Z1 01)L1Z =Z zJoH xelry leoIuetoalAI/65= 4'8 =Z 100100400M 1.41.=£ (ez!s /ql) 'SNOI10V38 JezI4ge4s I144M aouepJOOOe u! 'uogoala swill 6uunp pallelsu! eq 6u!oelq solo paJ!nbaJ pue SJaz!1!gelS 4844 spuewwooei Jla1M :6uloelq oo 0-0-04 Jo pe!ldde ApeJ!p bu!I!ao P!6!lj 0210H0109 Z' dS 4xZ 090H0109 'su!und oo 6-6 -4 JO pa!Idde LgoeJ!p Bu!yleays pooh IeJnlonJLS 0210H0 dOl Z'oN dS 4x1 OZIOH0 dOl - ONI3V1I9 1339Wl1 %0Z =1d ql SZ :14 (J LOOZIdJJ44.0Z08d 0P00. 0'04 1009 8/U eN Z 4.0'0 (11)v 00 0 8M S3A Jou! SSaJIS dab • 0'0 1109 091, SZ9< L 94 (1f4eA E4' 08 SZ'I. 100Jagwnl 01 1001 06 L/44Z OZ.IN 04Z 666< L 90'0 (11)1JeA 09 0 01 SZ• 4. lO0 duo e4eld O'OZ 110.1. dI21O S31Vld P/1 yaP/I ( uI - 1d30 '1S3 0 - 0 - Z - 9NIOVdS Usd) ONIOVO1 L9 — (A'X) Sl eleld 0 1 0-0-L 1 Sxe 4 1 I OM t 9 A t 6 i N V• ZLI001 I £ S'9Z: L = ele 0 0 I 0 1 0 1 Lr42fz90S4HrAVpIXwMA 10(OM2IoreI lxardLAALHO3 - XMWOANOSusNwzxMOzn6gZx 0 £Z04 :01 L e6ed 9L0Z OLSZIL £L idV PeM 'oul 'eeglSnpu!'1a1!I1 8LOZ 6Z dsS S 0491 ld 'el!!Auomper 'sa iddns 6u!p!!ng 6u!uuelry tIeuo!ldo) a3UaJa ;all qor • L 9 uedo Kr 6.0909Lr Ozol£4el eouap!Saa 994919 Lid A40 ed.l soul Sarin qor 0L99£ ld'edwel - PN9 ise3 aped P069 ;ueuodwo0 6 U!Pl1n9 1939 Puo 69 'op7p0 Alle '4l O Ep� Vn IIdUISNV a 'oupuoxaly as •Z lf£ w g • { ssruy puo aa�yS uo ses snV 813 ' jo 6upo {n ;lysu g ayold puo ssuog0rul w a ja o g •/u alg •ano uo APIOS u 0go4 6 Joys • Oitil go; �aji w wJayy 6u!p)06ai aouop!n6 lo�aua6 Jod a6owop Ay�adad puo Anfu! !moved alq!ssod yylm esdolloo yuana)d 01 puo Ay111goys )o; pannbaJ sAOmlo sl 6ulooxq yuau oad puo Aoiodway l0uoglppy ',quo siagwaw p)oyo Jo /puo gam ssrvy lonpinlpu ;o 6ulgonq yuana)d 01 sl payoolpul 6up0ig u6lsap 6ulpllnq 1 Il oJano ayy o {u! u6lsap slyy a;OJodJooul Apadoad puo vayawoiod u6lsap ;o Ayglgosgddo ayy A;uan;snw Jau6lsap 6upllnq ayy •asn 910013 waysAs ssru{ o pll you •;uauodwoo 6unq lonpinlpul u0 Jo; sl puo •uM v Oys ayaw0Jod uodn Apo pasoq sl u6lsap s!yl 'vo{0auuoo p)lallyy WWWM Apo asn Jo; p!l0n ub!saa 3S/1 300d39 9iOZ,EO/OI 'AO. fLpL 30Vd 30N3213d3d )I3LIW 0301773N1 ONV SOU NO ORLON 84'321 Pue sJeleweJed u6lsap A/uan - ONINNVM V 1 9603'£ 6 I!Jdd l :91eo 01.9EE 11 edWel'PAIS lse3 a>ued 6069 6E99 WO 13 'MI bSfl )1 0BE6E'ON 3d Ieeg1V 1/ sewOUl ,,e . ; = . 4 • a- ¥ _ -- 'Jau6!sap 09£6£ 0 N 6wp!!nq pag!lenb linsuoo )o 'aigeogdde se ssnll aseq 01 uoiloauuoO )0; I1ela0 uog3auu00 ssnil )Ioeq (66!d A;snpul plepuels aaS (L • 'ssfJ4 s!gl;o u6!sap pue s!sAieue 0141 u! pasn seM lapow q!xg pua lagwaw „shay pexy yl!M s>lea)gyol!d p!6u- !was„ (9 ••• 46. - -••: N 3 �\`L -X lu!of le 14!Idn ql 04 pue L lu!of le 1pIdn ql OE 6ulpuelsyl!M ;o aigedeo amid 6uueaq of ssnJl ;o (sJaglo I(q) uo!loauuoo leo!ueyoaw ap!noJd (9 • i I 7 b' ` d Y � � •slagwaw 101410 (ue pue pimp wonoq 0141 u00M40 41; I�� � ow eP!M 0-0-3 • liel 0 - 9 - £ al6ueloal e am seam Ile u! plo wogoq ay; uo;sd0'0Z;o peol aim )o; pau6isap uaaq sey ssn.4 s!yl , (17 1111111 %" 'speol aim Jaylo Aue y ;!M;uaunouoouou peoi 0911 ployo wogoq;sd (y01. 8104 pau6isap uaaq seq ssn)1 s!yl (E '6uueaq pioyo wogoq snonuiuoo sa)!nba) eige0 (Z 09 dub amid 09' 1 =100 )agwnl 'uMOys suogoeal lo; sa jMW 9 sago; pue s)agwaw )o; 0- 0'pasodxa 1146u pue gal leo!1an pua ' pasodxa;y6p pue gal lanal!;ue0 'auoz (Z)loua ;x3 0 - pue (leuo!loal!p) SadMW 81.'0 40O ''pu3 'O dx3 '11 '1e0 1444 =anea 14173 =1 '4494 =8 '4493 = ';sdO'E =1008 ';sdZ'4 =1001 ydw 1.01.=Psen (lsn6 puo3os -E) Udw0E L =11nA 'O L - L 30SV :Pu!M (I. - S3ION 'uMOys uayM;daoxa ssal JO (CO OSZ 90010; IIV - 'ual 'xeW /'dwo3 'xeW - (ql) •S30 (L L 91)170L =E `(L 01)96 =L A8JO xeW (6 01)04 - =E '(Z1. 01)0£ Lg!Idfl xeW (1.1. 01)17L= I. zJO4-1 xeW 9 /S6 =E '8 /S6 =1. (azis /ql) •SNOI10■313 ap!f0'9ellelsul )az!pge ;s l9!M aOuep)o00e u! 'uo939l0 ssn)1 6uunp pailelsu! aq 6upe)q 99010 pai!nbei pue slaz!I!gels ley; Spuaww0OaJ )(al!W '6u!oeiq oo 0 to pa!idde A9oanp 6u!liao p!6!8 08OHO 108 Z ON dS 17)(3 S93M •sleo!llan pua ldeoxa 'su!und oo 9 -9 -E Jo pa9dde (9oal!p 6u!gleags p00M leinlon.g9 OdOHO d01 3'ON dS 4x3 OaOH0 108 Z N dS 4x3 OaOHO d01 -9NI0Va8 -a38Wl1 %0Z = 1d PI 1.1. :11 (xu1eJ) LOOZIdl/17L0Z08j 0 1 )0 0 0'01. 1008 e/u e/u £ 00'0 (11)zIoH 00'0 9M 93A iou1 9901;9 daa . 0'0 1108 666 e/u - e/u (111 90 08 SZ' 1. ioa lagwnl 0'). 1001 0614417Z 0Z1■ 666 e/u - e/u (11)poA £1.'0 01 SZ'L 100 duo aleld O OZ 1101 dIND S31V1d 1)/l 0aP/I (001) u! 1j30 •ISO 0 - ONIOVdS (1sd) ONIOVOI 8 8 I 11 4x5'1 - 9 9 t inommimmini■ ■. ■ ■ N Z S'ZL :L =ahS II 499 I 9 f 4 az ( 116 0 xA! dXf IL8M831dJ1L6en0aS0EM4a316Abd ! 01 1 abed 9103 L FSZ :L 4 £ L idV PaM '3U1 •sau;snpul Hal!W 9103 6Z da9 s 0491. a !nuns oe •sal ddn 6 u! !n 6wuue (Ieuo9oo) a0ua)a ;aa qof ld II x f I S PI 8 W L 9 xoegA661d Lod 809094f 19019981 aouaplsay 9 kkd qa ad,(1 ssrul ssn.u qof 0199£ id 'edwel S "3 IS l "N 81Z •a {n{gsul eyold ssrul wog elgollono uopouno;ul kalos . pM91se3 a�yed P069 '41 L1 /ISNV altl "s 's ays a ru { puo sassruy ;o 6u as yuauodwo7 BulPll ^9 IS�9 pup 6B "�PaNJJ A411 lldl%ISNV aas 'swa {sAS ssrulooJq puo uog0aa •a /ungap •a6oioys'uol {oougo; tali W ay{ 6ulpio60J aouopin6loiaua6 J0d •a6owop Apadwd puo Ainful louosiad alglssod y }lm asdolloo }uanad o} puo ApIIgoys Jo; palnbej sAomlo sl 6 upoyq }ueuowJad puo AJOiodwa{ louo 'Apo siagwaw pJoyo io /puo gam ssrvy lonpinlpul ;o Ouippnq {uanaJd o} sl pa }oolpul 6upoJg u6lsap 6ulpllnq 1 !piano 914{ oyu! u6lsap sly} a }oJOdJOOUI ApadoJd puo s ayawoJOd u6lsap ;o Ayylgoogddo ay} A;uan ysnw Jau6lsap 6upllnq ay'. •asn aao ;a8 waysAs ssng o you '{uauodwoo 6ulppng lonpinlpul uo J04 sl puo •umoys sJayawOJod uodn Apo pasoq sl u6isap siyJ •sa{oauuoo vaLyy y }lM puo asn Joy pion u6lsa0 3Sl 380d38 96OZRONL 'AOJ ELPLiIW 3DVd 33N3134311 N31IW 030/I73NI ONV SIHI NO S31ON OV3N pue sJaleweued u6/sep (Juan - ONINYVMV 9 [On t. I!JdV :Kea O1.9SE l3 edwel'PAI8 lee] a>ued 4069 4£99149013 'VSf *An 09E6E'0N 3d lee01V V sewogl , �0 % � V N 0/ /iii SS 10 • Sao' . ,•• 11 1- T 1 % .lau6!sap 17 a ; , 6ulpl!nq pay!lenb {Insuoo Jo 'algeolldde se ssn�; aseq 04 uogoauuo0104 puma uo! {aauuo0 ssn�l >loeq t66!d Ll ;snpul p�epue ;S an (6 ss ru; spa 40 u6!sap pue S!sAleue ay{ ip pasn sem lapow Alpal pa Jagwayy „shay paxg y1!m So ealgyo ;!d p!6!J -!waS„ (g • 98 L =9 '06 L =9 • • (q!= 1f);daoxe 4 ' L (s);u!of 4e 1;!Idn qi 001. 6u!puelsyl!m pa algedeo amid 6uueaq o; ssnil ;o (910(40 Aq) uopoauuoo Ieo!uegoaw ap!nad (L 08E6C ON slagwew Jay ;o Aue pue pogo wouoq ay; uaam ;aq ;y %/; ... • . 'gm a1m 0 Ag Ile) 0 a16ueloeJ 8 01014M seam IIe u! pioyo wouoq ay; uo;sdiyOZ ;0 peol anll a 10; pau6!sap uaaq sey ssnI; s!yl • (9 ,�� d , J A S N 3 \ • y `� speol an!I Jaw() Aue y1!M;uaunouoouou peol anll pogo wopoq;sd 0'0 L e Jo; pau6!sap uaaq seq ssni1 spa (g • 40, 8 ... ,� 6uueeq 1310113 wo ; ;oq snonu! ;uoo sannbai a!ge0 (q ° j � fr d v � s 6u!puod 1a;em ;uanaJd 01 a6eu!BJ) a;enbepe ap!nold (E ,4 l 1 1 1 I S to• 09' L =100 d!J6 amid 09' L =100 Jagwnl 'umoys suopoeaJ J); S2ldM1N'9seam; pue slagwew J0; 0- 0'pasodxa 146u pue gal Ieo!14an pua ' pasodxa 114611 pue gal Janaluueo 'auoz S L L 04 0 - 0 - 6 (Z)J '0 - 6 04 9 L (L)JuPelul '94-3-9 01 L - 6 - 0 (3)J0!alx3 0 - 0 pue (leuo!1oeJ!P) S2!dMI1 :91.'0409 "13113 'O dx3 'll 1 Ill7= 4171 =1 1494 =9 'uSZ =4 '1Sd0'£ =1008 4SdZ =1001 .yduJ LO L =PseA (1sn6 pu - £) 4dw0E L =lleA !01. 30SV :Pu!M (Z •u6!sap s!4l Jo; paJap!suoO uaaq aney speo! 9811 ;owJ paouelequ0 (1. - S310N L LE /40E =S 'I. LE /40£ =9 S93M umoys uayM 1daOxa ssal 10 (ql) oSZ SOOJO; I!i - 1191 xelry/ dwo0 )(eyy - (ql) 'S30210d (ZZ 01)21.17=9 '(LZ 01)814= 9 ;daoxa 4 '1. (s)1u!of 1e SS8I Jo ql 093 SuOpoeal py AmJO xeyy (8 01)88 L - =S '(6 01)061. ldaoxa 4 '; (s)ju!of 1e ssa! Jo ql 00 L u!Idn Ilv u!Idfl xeW (LL 01)43 =L zJOH XeW - (ql) '0 - 0L s6u!Jeaq Ili 'SN0110V38 '01)06 u Jaz!I!ge1S 43!m aouepJ00oe u! 'uopoal9 ssnJ; 6uunp pape;sw aq 6u!oeJq SSOJO pannbaJ pue sJaz1!gelS leyl spuawwo3aJ >lal!IN 3 dS 4 S83M '6u!oelq 30 0 -0 -9 Jo pa!Idde Apoa!p 6u11!a0 p!6!2l 0210H0108 3' dS 4x3 02!OH0108 •su!IJnd o0 0-0 -9 JO pa!Idde ((11oaJ!) 6u!yleays poom IEJn10nJlS 0210H0 dOl 3' dS 4x3 0210H0 dOl - 0NI0V218 - 2138INM %0Z =1d ql ZE :14 (x!J1eyy) LOOZId11•1.0Z08d 0 1 00 0 0'04 1008 e/u e/u 4 00'0 (ll)zJOH 90'0 9M S3A JOUI SSOJIS dai • 0'0 1108 666 e/u - e/u (11)paA SC . 0 08 SZ' L 100 Jagwnl 0'L 1001 06 L /47Z 03114 666 e/u - e/u (11)4JOA 09'0 01 93' L 100 duo eleld 0 1101 dI210 S31Vld P/1 II °P /1 ( u! '1d30 'ISO 0 - 3 - ONIOVdS (bsd) JNIpVOI [1-3-0'8- z-o :E1 '14-3-0'8 -3-0 31 -(A'X) elaell0 eleld 0441 0-0-11. I 4x1 11 piS' L 11 4x9• l — 4XZ 9 9 O 1 iZ. — 1. E 9 L Z = SxS = 9x9 Z11 001 S'81.:1= e'en 0 - 1 L 0 I 9f 421Z L6en02IS0£M42iZ16Abe W OANOSusNWZXMOzn6gZx :01 L abed 910Z L L'SZ:L L £ L JdV PaM 'MI 'saulsnPul 'lalW 610Z 6Z dog S 0491 ld 'apinuosvef• 'sailddn9 6ulplm9 6uluueNI (leuog0o) aouaa;aa q0f L L NoegA661d ZOd 90909Lf ZZOL£48l aouep!se 11y;a9 I(Id A40 adAj ssrul SSnJI (Pr • O L99E ld 'edwel *mg ise3 awed 8069 III l!n a £ L '81£ZZ V Z 8 S 'laa4S aal 'N 81 'ayny!ysul Glow ssrui wall lg aol!ono uolyowio ;ul MaWS yuauodwo0 6UIPIIn9 MOO Puo 49 ' °Pawl AIOofO Ll aas LE 'SUJejSAS ssruy puo sassnry ;o 6u!ooxq puo uoyoaJl •Aiaylap'a6aoys'uolyoougo; 1. w w o ayy 6ulpuo6ai aouopn6 lojaue6.10 j 'e0owop Apedoid puo /unf/until! louosJed alq!ssod yy!m asdopoo yuanaJd o; puo Am:loys.1o; pannbaJ sAomlo s! 6upoiq yueu a oJad puo Aiodwal louog!ppy 'Apo siagwaw pimp Jo /puo gam ssruy Ionpinlpul ;o 6u!gonq yuanawd oy s! payoo!pu! 6upoig •u6lsep 6ulppnq •I !piano ayy ow! u&sap slyy ayoiodioou! Apadoid puo siayawoiod u6!sep ;o Ayglgoogddo ayy A;ueA Isnw Jeu6isap 6upl!nq ayy 'asn aJo;ag •waysAs ssny o you 'yuauodwoo 6ulpling lonpin!pu! uo 10; sl puo 'umoys s ayawoJod uodn Aluo pesoq si u &sap slyl •sapeuuoo ®yaLyy qy!m Aluo asn Jo; pgon u6!sea 3S/13d0d39 SIOZNO/OL •A J ELIL-IIW 3O Vd 33N3d3d3?1 N31IW 03O1173N/ ONV SINt NO S31ON OV3N Pue sieleweied uf;sep AlUOA - ONINNVMV 91.0Z`C L I!Jdd :9 ;e0 01.9EE l3 edwel • PM8 lse3 wind 4069 4199 WO 13 'del 'YSf )(9LM 09E6VON 3d IOedIV • V Sew • • : 'Jau 6!sap • . 0- •• 6u!pl!nq pa }!lenb ;insuoo Jo 'algeo!Idde se ssnJ; aseq o; uoyoauuo3 Jo; l!e ;a0 uo!pauuo3 ssnll qoegll66!d fulsnpul piepuelS aa9 (6 'ssnq s!19 10 u6!sap pue s!sr(leue ay; u! pasn Senn lapow Apxg pua lagwayy „shay pax!; y ;!M sqealggo ;!d p!6u -!wag, (9 T. .. 09C6C ON :: 401. =L (q1 =11) ldeoxa 9 (s);u!of ;e u!Idn qi mi. 6u!pue;sgpM ;o algedeo amid 6uueaq o; ssnl; ;o (slay ;o �(q) uo!;oauuoo Ieo!ueyoaw ap!nold (L • .. %"•..* • • • a ip !M R slagwaw lay ;o (ue pue ployo wouoq ay; uaam ;aq ;y �. •• . $? N 3 •• II M P 0 - Z q !l el l 0 el6uepa1 a alai" seale li u! ployo wouoq ay; uo;sdo'OZ ;o peol an!I a lo; pau6!sap uaaq seq ssnl; s!yl, (9 6 ........ O • 'speol any lay ;o (ue q;!m ;uallnouoauou peol am p.101.10 wouoq ;sd 0 1. e Jo; pau6!sep uaaq seq ssnl; spa (g # 1 j 07 b 0 ,• '6uueaq ployo wouoq snonuquoo sal!nbaj awe (4 �I S, '6u!puod la;eM;uanald o; 96eu!elp a;enbape ep!Aold (£ 09'1.=10a dub amid 09'1.=100 lagwnl 'umoys suo!peei Jo; SadMlry'9soon; pue slagwaw JO; 3- 3lpesodxe ;.16u pue tai leo!;Ian pua 1 pesodxa 1g6u pue lei Janalpueo leuoz (Z)Joua;x3 0 -3 pue (leuo!;oaJ!p) sad/km 181.'0 =!d0o ''1ou3 1 0 dx3 1 11 'le0 1 14 =eAea 1 142 =1 1 194 =8 1 1SZ =4 !ledO'E =1008 1 JSdZ'4= 1001 (lsn6 puooes - E) 4dw0£1.=11nA 1 01. - L 30SV :pu!M (Z 'u6!sap s!y; lo; peiap!suoo uaaq aneq speol an!Ilow peouelequ0 (l - S310N £OZ /89Z =S `£OZ /99Z =Z ONOHO d01 •uMOgs uagM;daoxe Ssal Jo (q) OSZ saolo; Ily - 'ual'xeyyrdwo3 'xeyy - (ql) - S33210I (E 01)Z4Z =9 `(1. 01)1.£Z =S `(1. 01)1.£Z =1. nelo xelnl (6 01)99 =9 `(Z1. 0l)401. =9 '(Z1. 01)40[ 41!Idfl xeW (01. 01)45 - =1. zJoH xelry 0 9 9'0 = 9'0 =L (ez!s /ql) 'SNO113V321 'apm0 uogelle;sul Jez!I!ge;S y ;!m aouepl000e u! 'uogoala sank 6upnp pailelsu! eq 6u!oelq SSOJO pal!nbeJ pue sJez!I!ge ;S ;ey; spuawwooaJ >lal!w Z ON dS 4xZ Sa3H10 •6u!oelq 00 0-0-01. to pa!Idde (goal!p 6111100 p1 OaOH0108 Z'ON dS bxZ OaOH0109 •su!lind o0 0-0 -9 JO pa!Idde Rg3eJ!p 6u!y;eegs pooh Ian - gongs 0 JOH0 d01 Z'ON dS bxZ 0210H0 d01 - ONI3'038 - a38Wl1 %OZ = ld qi 4E :14 (xujeW) LOOZIdL41.0Z08d 3 1 00 0 0'01. 10o8 e/u e/u S 00'0 (11)z Z0'0 8M S3A 1301 ssaJiS daa . 0'0 1109 666 Wu - e/u (11) eA LZ'O 08 9Z' L 100 lagwnl 0'1 1001 061./44Z OZ101 666 e/u - e/u (11)1- 91'0 01 SZ'l loa duo aleId 0'0Z 1101 dItIO S31Vld P/1 BeP /I ( u! - 1430 - IS0 0 - ONI3VdS (sd) ONIOVOI L9 Z Z :ZJ - (A`X) S;asJO a;e1d 041.1. 1 0-0-1.1. 8x2 11 8x4 L. G 4x2 9 L S N N N N • .1 001. O b c c ,,„g 11 9x9• L - PXE 9"9 L: L = eleoS 0 0 0 - 0 - 4 I 1 I 0-0-1.1 0 - 0 - L 1 0-0-8 9f4az1.1-1Z1niew.IN OSf1NadPPonAs99ocn9 W£ ZeN10gy - XMOLNOSusNwzxM3znegZx 3 £Z04 01 L. a6ed 9 LOZ ZFSZ :L1. EL idy paM mil 'sauisnpul Hal1W 91.0Z 6Z daS s OWL ld'apinuos)loef 'seHddng 6u!pl!n8 6u!uueyy (leuOg0o) aouala;aa WI' - L L NoegA66!d EOd eoeos tf EZOLE891 aouep!saa wllw9 Lld Al0 adA1 ssnll ssrul qof • 0499£ - id 'eduJel pM 0 ise3 aVad 4069 yuauodwoO 15 u11 3 11^9 ISJa Pup wow 'o!Ja 41 EZZ VA'oupuoxaly 'Z I£ a1!nS "Iaa eel 'N 8IZ'a ;n {! {sul 9y Old ssruJ woq a!goflono uo!yowJOyul AWWS N 3 Aalon0 LIdI%ISNY aas •swa;sAs ssfJ4 puo sas5ru{ 10 Bu!owq puo u0!yoeJa'A emep'e6oJo ;s uogo0pgoy p! ay; 6u!pJO6aJ aouon6 !oJaua6 JO •ebowop A4JadoJd puo AJnFui louosiad alq!ssod tom esdoIIoo ;uanaJd oy puo A{!l qo ;s J04 pannbei sAo o s �Ial! W BupoJq {uauowjed puo AJOJodway louo!4 ppy 'Apo sJegwew pimp Jo /puo qam ssruy !onp!ypu! ;o 6uppnq;ue eJd oy s! pa{oo!pu! 6uooi8 •u6!sep 6u IIO 1 Jano ay; oyu! u6!sap via a4OJOdJ000! ApadoJd puo vvalawo.Od u6!sap ;o A4i googddo eq1 Apia., ysnw Jeu6!sep 6u!pl!nq ay; 'esn elope waysAs ssruy o you ';uauodwoo 6u!ppnq !onp!n!pu! uo Jo4 a puo'umoy oJ s sJe4ewod uodn Apo pasoq s! u6!sap s!y j •siopeuuoo ©leJ44 y ;!m Apo asn Joy ppon u6!sa0 3SI13 MOd38 9LOZ/CO/OL 'AaJ C101 30 Vd 33N3H3d321 N31III 0301170Ni ONV SIHL NO S31ON 0V3N1 pue smeweied upsep AJuaA - ONINNVM 8 • 91.0Z`E6 IIJdV L :a;ep ONCE l3 edwel 'PAIR ise3 a>IJed P069 4099 Ja313 bsfl 401W 09E6E'ON 3d IuedIV'V sewotu ,,111 ,• -1V N Q�6'.0 �tee, � -•o I a o•� • .>Y f ........er. ... Jau6!sep 6u!pl!nq peWlenb Ansuoo JO 'algeo!ldde se ssnJl aseq of uo!40auuo0 Jo; 11elea uogoauuo0 ssnil ) oegA66!d AJlsnpul piepuels aas (9 - 9E6£ ON ssnJ4 s!44 ;o u6!sep pue s!sAleue ow u! pasn seM lepow q!xg pua Jagwayy „shay paxg wpm s>lealglol!d p!6u- !was.. (L ei � it • • �S \^ • �� (q1 =39 ideoxa £ 'L (s)lu!of le u!ldn ql 004 6u!pueisqum to algedeo amid 6uueaq Oi ssn.3 ;o (swoylo Aq) uogoauuoo leo!uegoew ap AoJd (9 X 4 0 1 6 '8 N 3 ,. ' ' • •sJagwaw Jaylo (ue pue pogo wouoq NI ueoM4eq ill � b 11!M 9P!M 0 Aq Ilel 0 - 9 - £ al6ueloai a aJayM seam l!e u! P10113 wouoq ay{ uo;sdO 0Z lo peol an!l a Jo; pau6!sep uaaq sey ssru4 s!yl . (g I 11� •speol am! Jay4o Aue gum 3uajjnouoouou • per)! en!l POLIO wouoq;sd 0'04 a Jo; peu6!sep uaaq sey ssnii ski (47 � I . V � 1 1111111 1 6uueaq pJOyO wouoq snonuguo0 sannbaJ algeO (£ 09 4=100 d!J6 aleld 09 4 =100 Jagwn !uMOls suo!loeei Jo; SNHMIN 8 saw(); pue sJagwaw Jo; 0- 0'pesodxa lg6!J pue gal leo!4Jan pua ' pesodxa ;4611 pue ual Janal!4ueo 'euoz 0 - 9 - 8 0l 0 - 9 - 9 (Z)J '0 03 4 (4)JOUalul '4-6-£ 03 4 - 6 - 0 (Z)J0ua3x3 0 -0 pus (leuoipai!P) S2ldMW'8 L 0 =400 ''1 b dx3 'II 'lso '144 =oAea '1442 =1 '1494 =8 '14SZ =4'lsd0'E.1008'lsdZ'4 =1031 'Ow LO L =pseA (3sn6 puooes -£) 4dw0£ L= 3InA'04 - L 30SV :Pu!M (Z u6!sap s!yl Jo; pwop!suoo uaaq anal speol an!I;ooJ peouelequn ( 4 - S31ON umo4s uaIM ideoxa ssal 10 (ql) OSZ saoio; lly - 'ual xelnlydwo3 'xeyy - (q1) - 633210d (4 31)08£ =4 '(ZZ 31)094 =£ '(4Z 31)£94 =4 neJO xeyy (Z4 31)94 =4 31)69 = E ' (Z4 31)69-= L 14!Idfl xeW (01. 31)6L - =4 moil xeW 0 04/090= 4'0 £'0 =L (ez!s /ql) 'SNO113V321 'ap!nb uo!leilelsul Jaz!I!ge3S yi!m eouepJ000e u! 'uogoaJ0 ssnJj 6uunp pape4su! aq 6u!oeiq ssoJO pai!nbai pue siaz!l!geis 3943 spuawwooaJ J!al!lry Z' 0 N dS 4xZ S213H10 '6u!oeiq o0 0 10 Pa!ldde Ag0aJ!p 6u!1!a0 P!6!21 0210H3108 Z'ON dS 4xZ 0210H3109 'su!lJnd 00 0-0 -9 JO Pa!ldde Al30aJ!p Bu!44ea4s PooM leJn3OnJ{s 080H3 d01 Z' dS 4xZ 0210H3 dOl -ONI3V218 -2138Wf11 %0Z = _LA qI 9£ :146!eM (x!JieW) L00ZIdl/440Z38d 0 P 0 3 0'04 1038 e/u e/u E 00'0 (11)zioH 40'0 8M 93A Jou! sSaJ4s daa . 0'0 1138 666 e/u - e/u (11)1oA 8Z 0 38 9Z 4 10a Jagwnl 0' 1031 064/44Z OZUIN 666 e/u - e/u (11)P 9Z'0 31 9Z 100 duO aleld 0'0Z 1131 d121° S31■1d P/1 11 ( u! '1d3a - ISO 0 - 0 - Z - ONIOVdS (Isd) ONIOVOI 0 - LL 0 I SxZ 11 4x9 •l y i 9 % O L 9 9 N 9 L ZL 00'4 Z 4x4 Z "LZ:L =ahS 0-9-0 0-9-9 0 - 11. 1 0 9f42R4HZWeso9 alAIIIN uponAsegoq!£ 8b ZaN30gy - X8010ANOSusNwzwozn6gzx0EZ3401 1 a6ed 9L0Z ZL=9Z L4 £ L Jdy pang . Mil 'SOUO0puI 5 1 8 1!P1 9LOZ 6Z dos s 019 L 7d 'alpnuosrep 'sagddng 6up1!ng 6u!uuely (leuo!lao) a0UaJa4a8 qof L 4 Hoeg466!d POd 80909Lf 4ZOL£491 aouep!saa 95JyaJg A1d A10 adA j ssrul ssn11 qof li N O - L Z > o c O c) 3 •A `p o 3 Z 4 CL 0 O)N N c N c0 N 0 E � !_U c •c N do 0 °- �C oo L A, 0 v' pm o2 D 0 L w • oc 0_ oo �c N o oa ^ 3 `o D� 0 U E 3 U- Cr 0 6 a a 6 • o ° o 0m co W0- 3 a ° i L 6 0 0 as m $ o o0 0E - a _c a =' 6 °` no -o a O a.. F.3 or) o 0 0 ° c.- >. c () a c 'o Zr) ••o._ o c c 0) 0 o Q 0 a m 6 '0. o O h U D 2 0 X20 rn � c o c °3a ° c • a) 6 o °c 'c o� 66 a •U ° ' o a �� 3 °o o ` o a00 -- rnQ rn ? � _c �'` rno c�q -0 mm `o 5 0 6 `6 6 C c p o 6- Et), -O 2 N. O 0z 6•- ,2° N i' 0 8- 0 - c 2 Q= a _0 N N �> 2 6 a) o° -°0 2` Q sa 3 "6 'O6 U - 6 6 2 c N ai N 6 •6 / U oi•0 ' 6_ ° *0o a )o 2 'zm 0) a - •3o E £ +Q s� 6 O:-60 oa =o .,-.2) m oo 0 E • ->. ?°"' -0 6 0 u o W O � m w s6 - U U 6 6 Q a b- L 2..:2 N a N o BR N C V 8 6 c D N0 L. C 2- 3 2 c ° N- O -� 0� �1� U c _c 6 O,0 2 c oo O 2 6E .Q 0 6° H N .;_-.5, t 006 °2 O V W O� •- E'c °-96 _co `boa) 0 6-0'0) c0 ° c?. `oc tic' - 0 oc �0 oL2 c° E> ° col) c °' N0 0- 0 E -F„ o 6 2. 6 ,A O 0 ° 0000 �° o °U � ' a 6 `� a � i � E0 ' EE 41 i n o >° No - off E� :c ' o° 0 c0c 0 E v 6 0 N 6 0 611 .0 6 c 6x 6 6 N o 0 Q 6 a 6• N () ogc 22g ,1i E E mo`6 w p ° 0 0 mL t„� a2 '°o 00 u' ° 5- ° 0 .- o w ° - m o d w 6 m > 0 °) c ° U„ o_ 2 O 'o 0) �6 >.0 ' U E 6•_ p 4 =,.., ° - ` N 6 c ..,•3 tot 6O �� '•` U0-5 E OM c O - 5 2 U N o ) C D E a0 JD 02 C) o 2 2 • 2O J O 0 c° Nc C 0 C6 0a0 0U j 0aU) a0 O 6 o 0 0 o 0. O !c 2 0 c C N z as �3E.a z� o_•D0 U coo o_ > » 02U dE Jc a oa co 0 o0 E 6a oc0= o¢ 0 ri ci v vi o is cci o: - csi ri v vi o ao o o cm0H3 d a) aa) w 0 L figiM w Si N W E) \ a A-,,,,, 3 O C a) O N 6 y O L O 0 UW Ti. O ..- o a) - - } C° WH Q . 0 O Q � n N 3 C W ? Z CO 0 a) n L m M W 5 > (�/) N 0 F C N il n m ca •W/ W m O z Q �'� 3 0 S 0 c � _ E N w U w O O a , � )n h H rn co OQ. UZ O o ww L 2 3 a) i n a) ad0H3 d01 I- .1.-. -I co a) t_ I N c i,i N N O _c >. O - _ a) ` -c � O C �� ` C .0 C c' ON p� 0 O �O N ° N OU'� ib a) 4., �o y h11 � E � 6 77, 6 00 D p 0 °2 °) > , oa F ° � O V ° N C ° a 75 � � •U Y ° c a) ,- � .g 6 „_ 6 N .- o U N 0 N .-. E o O a) C 0D"O o E v - c-0 N 0- U 6 1 - c. -0 UO C,C O NQ O .(11S U22C L_0 N Z a)CON O ro • H C a)a I) a) NO a Z > 6 ~ 0 U VOm O .- "' 0 ' a)c ° ) ai 2 0t) o Eo� 0 Jo LW-0 o ° a) r o Q� oC a 0)1- OC a o. O - .0 0 _ 'O 6 v) - v 5 a) N N '^ 3 N v) 4- - 0 c o . Q O H Q- N O O U O N E v i < 0 O N C C O c N� O O U O p Ea a -0 va) 6 �. -c o� o� U vice a Q °Q N °) a v ) �E Z w E a N 0 C N a a) O V 2 (1'5 V 0_0 E 6 ° E �y Z UooQV L g_1 �2U �� Cr �3 co o = ` =�c� y U N U vv) � V) 0 o vo Z °06 ^ Q c a. U c o W ce I r: ! il( O d N V m ` �� - a N Q * \ Z �' 11 O W Q F Q . ���' d N J U N a_ d J CO C Q a m 0199E ld'edwel '41EZZ VA'oupuoxelv'Z LE GIPS'leaJIS eel 'N 91Z 'ayn{gsul ayold ssrul W04 algopono agyowloyul APRRS PAM lse3 allied 4069 luauodwo3 6 u1PII 1 9 1E39 Pup 69-9Sa '°PaII 3 Amoco lldl%ISNY 99S'swaysAs nnµ puo sassruy ;o 6ul3oxy puo uoipaJa •Aianpap •a60.101s 'uolyoougo; )101! w NI BulpoBoJ 93U0pin6 loJeua6 .10j OJ oj •e6owop /4Jadd puo Amp! Iouosrad alglssod gyp% asdollo0 yuanaJd oy puo Aylllgoys Jo; pannbai sAomlo sl Buiooiq yueuowJad puo AJoiodway louoµlppV 'Aluo sJagwaw pimp Jo /puo gam ssruy lonpnlpu! yo Bup)lonq yuenaJd oy sl payo3lpu! BupoJg •u6lsap Bulppnq '� 111710A0 ayy op! u6lsap s!yy ayaodJOOu! Apedad puo siayawoiod u6lsap yo / ayy Ayuan mu, Jeu6lsap Bulpgnq egy •asn aJO;ag . waysAs nnµ o you •yueuodwoo 6ulpgnq lonp!A!pul uo Jo; s! puo 'umoys sJayawoJOd uodn Aluo pasoq s! u6lsap sly' •siopauuoo opla]yy 1411m Apo asn Joy pion u6lsea 3Sl 3dOd39 SLOZ/£O/Ol •A £L►L 30Vd 30N3H3d3d N311W 0301170NI ONV SILL NO S31ON 04921 Pue sJalewe,ed u6lsap Ayuan - ONINNVMNIF 1 960Z`£ I I!Jdd :also 019€£ l3 edwel - PN9 ise3 egted P069 6€99 P 014 y51 'vsn *AN 09E6€•0N 3d Negro V SeW • ♦ ♦ ♦ ♦ ♦ S 1V N0 ' ��ii • 4- f _dow• - --J'`. 4011 . i -V 1117 ' .'• ••• _ 09£6£ ON / , ssnu) s!yt ;o u6!sep pue s!s (leue ayl u! pesn sem !spoil' tl!xy puo iegweyy „s!eoq paxy ya!m s�ee�gyo3!d p!6u- !wag„ (9 °°, A_ - 0 \1 . • Ni, � ∎ •q�wof;eg!Idngl9pue � vb. •c N 3 • .•• O� `� Z1111018 g!Idn ql 6Z1 '£ )1.110(3e ;;!Idn ql q 6u!pue;sq)!m ;o a!gedeo a;eld 6uueaq 04 ssni; ;o (sjaylo Aq) uo!l0auuoo Ieo!ueyoaw ap!nad (S e Il AO, b'' ...... d T. ♦ 'suo ssn1; o; ssru; Lo; (s)1ap1!6 o; Le;aa (q ♦ .slagwew Ja410 Aue pus pogo wolloq aq4 uaamlaq it ,, . 11 11 1 1111 1 ♦♦ ♦ ♦♦ II!m ap!m 0 - 0 - Z Aq Ile) 0 al6ueloai e ejegM seaie lie u! ployo wolloq ay) uo;sd0'OZ ;o Pao! am! e .JO; peu6!sep uaaq seq ssrul s!41. (E . speol an!! Jaylo Aue 41!m 1uaJlnouoouou peol aim piogo wolloq;sd 0•01. a Lo; peu6!sep uaaq seq ssn11 s1 (Z 09' 1 =100 d e)eld 09'1=10C1 Jaquinl :umoys suo!loeal 10; Sad)y(yy g seolo; pus sJegwew L0; O- O'pesodxa ly6u pus Ilal Ieo!1Jan puo ' pasodxe 1146u pue 1l91 Jenalgue0 :euoz (Z)Joualx3 0 -0 pus (leu011oa11p) S2IdMW :91'0 =000 '•lou3 'O dx3 !II 150 :jq =anee W 7 =1 '85q =8 !1)9Z =4 '1sdO'£ =100 sdZ'q =1001 '4dw LO l =psen ()sob puooes -E) 4dw0£ l41eA !01 309y :PuM (1 - S31ON 'umoys uaym ldeoxe ssal Jo (q!) osz seam; Hy -'uej . xepyrdwo0 •xeyy - (q!) 'S3321Od (Z1 01)ZZ =4 11 01)vS l =Z 19 01)9 =E neJO xeyy (1 01)9 4 '(Z I. 01)6Z1 =Z 16 01)4 £16Idfl xeyy (Zl 0l)1L =Z zJOH xeyy !eo!ue4 4 '9 /P91 =Z' Ieo!ueyoayy/E =£ (ez!s/gl) 'SN0I10y321 '5551D uoge!le;sul Jaz!pgels 46m a0UepJ000e u! 'uo!loaJa ssn$ 6uunp palle)su! eq 6u!oeiq ssao pannbai pue sJez!I!ge491eq; spuawwooal Aa1!yy '6upeiq oo 0 -0-01. JO pa!Idde Agoanp 6u!I!aa P!6!b 0210H0108 Z'oN dS qXZ 02IOH0109 •su!und 30 0-0-1 JO pa!Idde Alpanp 6u!yleags poom IeJnlonJ4S ONOHO d01 Z'oN dS 1 04OH0 d01 - ONIOV218 1138Wl1 %0Z =1d pi 9 :1 (ly- xuleyy) L00ZId1/g10ZO8d 9 5 0 0 0'01 1009 e/u e/u Z 00'0 (11)zJoH 00'0 8M S3A Joul Ssa13S da2l . 0'0 1138 091 666< L 00'0 (11)IleA £0"0 08 9Z'1 100lagwnl 01 1001 06 /P Z OZ1W on 666< L 00'0 (11)4. 91'0 01 SZ' I. 100 du j a;eld 0'0Z 1101 dI21O S31tlld 5/1 11 /I ( u! 1d30 - ISO 0 - ONIOydS (!sd) ONIOVO1 10 1 — (A'X) 54a5;;O eleld 0 I 0 I 4xZ l 4 riEliPM o Z f . `" ZLI00L rill E 0 6.1 = eieoS 0 0 0 I 0 Of421zA4901x - XLI WOANOSusNwzxMOzn6gZ=EZO4 :01 1 abed 9102 40 :9Z :LL EL Jdy peM 'oul 'seWsnpul JIoLW 9LOZ 6Z deS s 049' ld'alllnuos 'sallddng 6ulpi ng 6uluueyy (leuogao) aouaie ;OH qof . 1 4 per Jatuo0 601' 909091{ 9001£491 a0uaplsaa ;male Ald Alp adAL ssruj ssml qof • 01.99E O9E lA'edwel PM O 99 aped 4069 y I 910 ;uauodwo7 BuIPIM9 IS79 puo 6 9-850 'o is p I Ep Vn 'oupuoxa!y 'Z IE ay!nS'lawnn Pei 'N 8 (2'eynygsu! ayold ssn/1 'poly a!go!!ono U0111)(1110#11 APRS A111 O Lldl%ISNV aas 'swaysAs ssruy puo sassruy ;o 6u!ooiq puo uogowe'Aiangap •e6wo ;s'uogoougo; � aliw a yy 6u!pio6a/ aouop!n6 !oiaue6 /o e 6owop A4Jedwd puo Amp! louosiad algssod yy!m esdol!oo yuanwd oy puo Ay!!!goys Joy pannbal sAOm!o s! 6upojq yuauowJed puo Aimodway !ouog!ppy Xluo sJegwaw pioyo to /puo qam ssny !onp!n!pu! ;o 6u!plonq yuanwd oy s! payoo!pu! 6upoig •u6!sap 6u!p!!nq !piano ay; ow! u6isap NI ayo/odloou! Apadad puo siayawo/od u6isap ;o Ayg!googddo ay; A;uan ysnw /au6!sap 6u!pl!nq ay; •asn woyag •epAs ssruy o you yueuodwoo 6u!pnq lonp!n!pu! uo Joy s! puo 'umoys swyawo/od uodn Apo pasoq s! u6!sep s!yl •SlOpeuuoo ®;!ajyy 111!m A!uo asn Joy Ron u6!saa 3Sn 3dOd 9 SLOZ/EO/0l 'AP CM 30N3d3d321 N31IW 030n73NI ONV SIHl NO S31ON OV3d pue veyemeied u6;sep A/uall - ONINHVM V 1 91,07`£1 I!Jdd :elect 019££ 13 edwel 'PAS lSe3 mind 6069 4E99 V 11 'oul ' Inn Halal 08E6£'0N 31 IU 1IV'V Motu 0 et/ ., ` s1 d Npisee 7 71 . �"' � +► -t om o-_ 08£6£ ON //".. • • • • ; ssn„ s!y; ;o u6!sap pue s!s (leue ow u! pasn sem lapow Alpo; puo agwaW „shay pax!; y;!m sfealggo ;!d p!6!;-!was„ (9 3 . 3 311 q! ZL L pue E;u!of le ! do Z • ' � � I , O • • . 3 � u wf e ! do 31.1 ql 94 6u!puelsyl!nn ;o algedeo amid 6uueaq o; ssn�l ;o (s�aylo (q) uo!loauuoo lea!ueyoaw ap!nad (S • /, It/ 'b/ S`d v ``‘‘‘ 'suo!loauuoo ssnjl of ssnil Jo; (s);apn6 of ia;a 1 (4 •sJegwaw Jaylo ,(ue pue rump wolloq ay; uaamlaq ;I; "i f 1111111' Il!M ap!M 0 Aq Ilel 0 - 9 - £ al6ueloa' 8 8.1agm seam !le u! pioyo wogoq ay; uo;sdO.OZ ;o Peal an!! a X01 pau6!sep uaaq seq ssn„ s!yl . (E 'sped! an!! Jaylo (ue q;!m;uannouoauou peol an!l pogo wogoq;sd 0'01. e 1o; pau6!sap uaaq seq ssru; s!yl (Z 09' L =100 dub amid 09' L =100 iagwnl :uMOys suog3ea; Jo; S2i1MW +g saomo; pue siagwaw Jot 3- 9'pasodxa ;y6u pue l}al leo!pan pua : pasodxa 446u pue gal Janelgueo :euoz b L - Z 0; Z - L - ; (1.)i0ualul 'Z-L-1. 01;4171.- (Z)Jo!Jalx3 0 - 0 Pue (Ieuo!loal!P) SN1MW '81,'0 =4d30 ''pu3 'O dx3 'II '483 '3117 =epee :g4Z =1 11917=9 11SZ =LI '1sd0'£ =1038 1sdZ'4 =1031 qdw LO L =Psen (lsn6 puooes - E) IldwoE L =11nA 'O L - L 30SV :PPM (I. - S31ON umoys uagm ;daoxa ssel JO (qI) OSZ sa3Jo; IIV - uej xel/V/ dwo0 -xen - (qI) 'S332fO1 (E 01)94 =4'(1, 01)O LZ =Z '(L L 31)E9 =E neiO xeW (Z1, 31)ZL L - =Z '(Z L 31)94 £31!Idfl xeW (Z1, 01)1.ZL =Z zJOH xe1N leo!ueyoaW /9Z= 4'9 /012= Z'leo!uey3ayy /LS =E (az!s /qI) 'SNO113V32I •ep!n6 u0!3ellelsul Jaz!I!ge39 y ;!m eouep/000e u! 'uo!loala ssrui 6uunp Pellelsu! eq 6u!oejq ssao paJmbai pue sJaz!I!ge49 ley; spuawwooal Na JAN '6u!oeiq 00 0 - 0 - 01 Jo pa!Idde Allow 6u!I!ao p!6!21 9N0H3109 Z' dS bxZ 02IOHO 109 su!und oo 0-0 -£ Jo pa!Idde (;OaJ!p 6u!y ;eegs pOOM IeJnlofJ ;9 010H3 d01 Z' dS 4xZ 9N01-10 d01 - ONI3VdI8 -2138Wl1 %OZ = 11 qI ZL !31 (1 L00ZId1/4L0Z38d aP 0'01 1039 e/u e/u Z 00 (11)zio1-1 00'0 8M 99,1, you! ssaJl9 daa . 0'0 1109 09; 666< L ;CIO (11)-'A L0'0 09 9Z' L 100 Jagwnl 01 1001 061./44Z OZ1W on 666< L - 4 00'0 (11)lieA 91'0 01 SZ L 100 duo eleld 0'OZ 1101 dI21O S31V1d P/1 11 °P /1 ( u! '1130 'ISO 0 - 0 - Z - ONI3VdS (1sd) ONIOVO1 00-£ 4xZ ,/ L FIMMINIMMEW g N 6 N N 9 ZLI00L 0 SL; L = aleoS 0 - 0 - 2 0 - 4 - 4 ! 0 4 a6ed 9107 40 :SZ:L L EL JdV PaM - ow 'sauysnpu! Aal!PI 9107 6Z daS s 0491 ld'aIIIAUOS I0er 'sagddnS 6u!p!m9 6uluueyy (leuo!;do) aouwapl qor 1 4 *per/awo° olr 9o9o9Lr . Loo LE481 aouaplsay yyg;aJS AId AO ad/(1 ssnll ssmi qor • 0499£ ld'edwel '41EZ0Vn'oup ''Z l£a{!ng•{ 0 0µS091' N81Z' 9404µ5U19401dssruJw0149Ig0I!0n0 uolyoOIUI 3WS PM91se3 awed 4069 yueuodwo0 BulplIn9 IS09 Pao 6B 'OPa9JD Nllonb 1.IJUISNV a as 'swe4sAS 5804 puo sas5ruy 40 6u!o01q puo uo!yo0Ja'Alangap •0601045 aJJ uoiyo�ugo ay{ 6u!p1o6ai aouop!n6 Iolaua6 Jod •a6owop AyladoJd puo /unfui l0uosJad alq!ssod 4{!M asdoIIoo {u9neJd o{ puo Aygigoys Joy pannbai sAOMIo s! ali W 6up0Jq {ueuowad puo AJolodway louoiyippv 'Apo vagwaw pogo Jo /puo qaM ssruy IOnpinipui 40 6uil lonq 4uanaJd 04 si pay0oipul 6upDJg 'u6isap 6upllnq 1 110Jano 044 o1ui ue!sap si4y ayoJodJooui Apadold puo sJa{aw0Jod u6!sap 10 A4pigoogddo 044 A4uan 4snW Jau6isap 6u!pI!nd 044 'asn 010494 •aysAS sway 0 4ou '4ueuodwoo 6u!p1!nq 10np!nipui uo Jo4 s! puo •umo4s vayawolod uodn Apo pasoq s1 u6isap s!4J 'SJO4Oauu00 ®5401W 41!M Apo asn 104 pion u6isa4 '3s0 3dod38 SLOZ7£0/O1. 'AOJ £L►L 3OVd 30N3d3d3e1 N31IW 0301170NI ONV SKI NO S31ON OV3el Pue sJalaweJed u6{sap .Quaff - 6NINdVMV 91.0Z`E I. I!ad`d :e460 049££ l4 edwel'PN8 lse3 O)Ped 4069 P£99 P90 1A 'oul ' VSfl 44M 09£6£'oN 3d IUegltl'tl sewotu ` ��0 % 'a 1 N 0/ I li • •R�. • 3 dl 08 E 6 E ON 'ssnJ3 5!4310 u6!sap pue s!SAleue 043 u! paw sem lapow lq!xy pua Jagwayy „shay pax} 43!m SJleaJggo3!d p!6u- !waS,, (9 • •• .� 0\ • • Y ♦ qI 6Z4 pue £ 311 qi £8 P 1 4 1 Iq 3 I q 1 11 (amp) q) 30 I 4 P d (S ♦ Iwol Ie 31!ldn ue Iu!of Ie ! do 6u! ue s 3!m o a edeo a e d 6uuea o ssnJ o sJa o L uo! auuo0 e0!ue 0aw a !na ••. S N 3 • • • ' O � , ♦ ♦ 'suogOauuoo ssnJ4 04 ssnJ4 J04 (s)Japi!6 04 Ja1aa (4 • ...... 1,/ 'siagwaw taw I(ue pue pJO4o wo44oq 043 uaaM4aq 3!1 X b 54"i0 Il!m @P!% 0 - 0 - Z Aq PI 0 016uepoaj a 0J9 seam 05 se 116 u ON ! pAO wo44oq 043 uo 4SdO'OZ 40 peol anll a Jot peu6!sap uaaq seq ssnJ4 s!41 (£ /1 1111111 0 'speol an!l Ja43o J(ue 44!M 4uaimouoouou peol an!l pJ040 wo33oq 4sd 0'03 e Jot peu6!sep uaaq se4 ssnil s!yl (Z 09'4=100 dub amid Og't =100 Jagwnl :uMO4s suof40eaJ Jot Sa3ML j g S00J04 pue siagwaw Jot 0 - 0:pasodxa 41.16u pue 3101 leo!IJan pua pesodxe 4y6u pue 3101 Janalgueo :auoz 4-4 4 0 1 Z (t)Joualul 'Z - 4 04171.17-4- (Z)Joualx3 0 -0 pue (leuogoaJ!P) S21dM1N '84'0 =!d00 ''1 'O dx3 'II '480 '314 =anee :1142 =1 1494 =8 1492 =4 '4sd0'£ =1008 '4sdZ'4 =1001 '4dw 404 =Psen (Isn6 puooes -£) 4dwO£ 4 =1Inn '0 L 30SV Pu!M ( - S31ON umo4s ua4M 4daOx9 ssal Jo (qI) 09Z seaJ01 11V - 'ual 'xe lydwo0 'xew - (q1) 'S3OZIOd (£ 01)9L =4 '(4 01)962 =Z '(L4 01)604 =£A xeW (z4 01)6z4 =Z'(ZI. 01)£8-= £8!Idn xeW (Z4 0l)694 =Z zJOH xellJ leo!uegoaw /44 =4 '9 - 9 - 0 /962= Z'Ie /004 =£ (az!s /ql) 'SNOI1OV3a 'ap!n6 uo!4elle4sul Jaz!l!ge3S 41105 aOUepJ000e u! 'U0g00J0 ssnJ4 6uunp papeIsU! eq 6u!oeiq SSOJO paJrnbaJ pue sJez!I!ge3S tan spuewwoOaJ Jlal!IN '6u!o8Jq 30 0 - 04 JO pa!ldde J(ROaJ!p 6u11183 13!6!1 O2iOH0109 Z ON dS 4x2 ON0H0109 'su!IJnd oo 0-0 -s Jo pa!ldde 1(IOaJ!p 6u!43ea4s pooh leJn40fJIS (R0H0 d01 Z'ON dS 4 OHOHO dOl - ONIOVZIS -2138Wl1 %0z = ld ql 64 :14619M (J LOOZIdL440ZO9d GP 0'04 1009 e/u e/u Z 00'0 (ll)zJOH 00'0 8M S3A JOUI 590139 da)d • 0'0 1108 084 666< L b0'0 (11)1JaA OZ'O 09 SZ' 4 100 Jagwnl 0'1. 1001 064/44Z OZ±W 017Z 666< L - 4 Z0 (11)POA LZ'0 01 9Z 4 100 dP0 aleld 0'0Z 1101 d1110 S31)f1d Pn 101 ( u! 1d30 'ISO 0 - ONIOVdS (1sd) ONIOVO1 Iabp3'0 9 — (A'X) 5 1 09 140 a1e1d 0-0 -9 0-0 -s sxz 4 - - ICE 0 N 9 fJ O J en -n Ztl 00"L , 8 = 0 - 0 - 9 0 0 - 9 0 - 4 - 1. - Of421zx1. 4666dmb4s9AX9Z80dmn3wwMN£ f X2IWOLNOSusNwzxMOzn6gZx 01 1 a6ed 91.00 SOISZ:L4 £1. Jdy paM - oul 'saplsnpul xa11IN 91.00 6Z deS s 0491 ld 'a111nuos>f 'sagddrIS 6u!pl!ne Buluuery (leu0!4d0) esuala4aa qof 1. q JIOerJeWOD 1.1 909094f 9001.0491 eOUeplsad 1191318 Aid AO adA1 SSOJI ssrul qof • O1.99E ld 'edwel 1 l£ZZ VA 'oupuoxely Z LE 4 ! S 'leallS eel •N 9I 94flygsui elo!d ssrul way a!go!!ono ussouuo;ul Apilos PN9 4 oVed 1 ;uauodwo3 6 ulPIIn9 ISO9 Puo 69 "WIMP* Moot) lldl/ISNV ees'swaysAs sway puo sessnly ;o Bu!ooiq puo uo!paie'Aiangap •a6oJoys'uo!yo3ugo; y ej i W eql 6u!pJo6al aouop!n6 !oiaue6 • e6ow a op Apadd puo Amp! louosiad a!q!ssod up/A esdogoo yuanaid cm puo A4!ypoys Io; pannbOJ sAomo s! . I 6upolq yueuouued puo AIDJOdwe4 !ouog!ppy *Apo siogwew pomp Jo/puo qeM ssruy !onp!n!pu! ;o 6uppnq yuenaid oy s! peyo3!pu! Bu!3019 •u6!sap Bu!pgnq Ilolan° ay; oyu! u6!sap S!yy a;OJoddioou! ApadoJd puo siayawoiod u6!sep ;o Ay!!!goo!!ddo 94y /wan ;snw Ieu6!sap 6u!p!!nq out'esr aloleg •waysAs ssruy o Int you 'yueuodwoo 6u!p!!nq !onp!ypu uo Jo; s puo 'uMOys siayawOJod uodn A!uo pasoq si u6!sap S!41 •sJopauuoo p1aLW Lyn', Apo asn Jo; pgon 1161S9a �— 3S17 9dOj38 9LOZr£0/0L 'nol £LPL 30 Vd 30N3213dgel >MINI 030n70NI ONV SINL NO SALON OV321 Pue valawejed u6ysap Alue/1 - DNINIVM Ty I 960Z'EI• I!Jdd :8;e0 019EE l3 edelel 'PAI8 4563 a )Jed P069 4E99 P93 ld 'oul 'tl90 lla1W 08£6£•0N 3d !uegly •y sewoyl (8)0 =41. (8)91 =£L (d)E 1 =ZI. (8)0Z =1.1 (d)09 =01 (8)L9=E :PGA �r111111111/�� (1,l) sPeOl pa ;e� ;uaouo3 `�� I� OZ L - =4 :3 ,s s -3 - 1V N Q/ i, (od) speol uuopua ��� •,.O d O S�,j� SZ l= asealau! afield '9Z' 1.= 0SeaJ3ul Lagwnl :(peoueleq) en!1 ooa + peea (1. • , � pLepuelS (S)3Stl3 OVOI ♦ . '(8) �loe Lo (d) luoJj se p alou al ssrul e gjo eoe a o spec)! l0as (S)3SV3 avol 041 ul (g ♦ 43 1 pa!ldde s eo 'uo! • a 'Plea 1IVN3O1 s,� el!W of Ia;a! sl!elap Wow Jod 'sl!eu - a0l ( „SZ'Ex „841.'0) PZL - Z salea!pu! „0311VN.. (L . ssnjl s!yl ;o u6!sep pue s!sAleue NI u! pasn sem lapmw Al!xg pua Lagwe „shay paxy yl!m s>IeeJ p!6u -!wag, (9 S lu!of le g!ldn 1,l L pue 7-- _ ; •• Z lu!of le Wide ql 8£Z'4lu!of le Vida qI LP 6u!pue;syl!m a gedeo amid 6uueeq of ssni; ;o (slew Aq) uo!loauuoa leo!uegOew ap!noJd (S 08E6C ON .suo! auuoo ssnl o ssru Lo s La Ll6 co ..• • • • 10 1 1 3 1() P. 1 a1 21(4 0 • z . siagwew Jaye:, Aue pue plop wouoq ay; ueamlaq 4o 0 j e �ib ' N 3 0 ,-, \/ s II!m ep!m 0 0 6 Aq Ilel 0 9 E eiEue�al a aLaym seam lle to pogo wouoq owl uo ;sd0'OZ ;o poi eA!i a Jo; peu6!sap ueoq sey ssru; sou. (£ i PO, ;) ••.,,,,.• ,• 'spec!' an!! Jaw) Aue yl!m;uaunouoouou peol am pogo wouoq;sd 001. e Lo; peu6!sep ueoq seq ssrul sou (z ',' � � i / V 1 Sd �� , i/ l P esodxe 14 6u P oe 8 1 s 09 1 =100 Lagwn a 34 P 4 I 13 (! l , a dx 1 eo! eA pus : pasodxa Bu pue a Cana l ueo : euo! 3ei!P) SHAM :91'0=!d00 "iou3 3 '11 lea 14•= :1142 =1 1194 =9 :1.19Z= 4:leclO E =1008 '1sdZ17=1031 :4d (lsn6 puooes -E) 4dw0EL =11nn :01. 30SV :PuM (L - S31ON 4L/ELZ =9 S83M 49Z/ZL =41. '49Z/ZL =41 L '103Z/Z1. '49621. =Z 1 0240H3108 69/196 =01 '6L/E0£ =01 0210H3 dOl . uMO4s uegm ldeoxe ssai JO (ql) OSZ seam; in/ - .ual •xely/ •xell - (q1) •S332IOI (06 33)£6 =9 1L I, 31)64£ =Z IL I. 31)LL =4 AwO xeyy (S 31)1. - =9 '(4 31)8£6 =6 '(4 31)L•-= 44Rldfl xell (OZ 31)66 =6 zioH xs i leo!uegoa4/04= 9'Z1 1066 =Z' Ieo!uegoa4/E9 =4 (az!s/gl) 'SNOI13V321 •ap!no uo!le!Ie;sul Laz!l!ge4S 41!M eouepi000e to 'uo!l3aJa ssnJ; 6uunp pallelsu! a1, 6' dS . 17)(Z :33 3003M &pew'se= peonbal pue slaz!lowlS;e Spuawwom maim Z'oN dS 4x6 S83M •bu!oelq o0 0 -0-01 .to pa!Idde Apeop 6u!i!ao p!6! I 0210H3109 Z' dS 4xZ a210H3108 •su!pnd o0 61-g -g Jo pa!Idde Allaaj!p 6u!yleags poom leJnlonJ ;S 0210H3 d01 Z' dS •x6 0210H3 dO1 - 9NI3V218 -2I38Wf11 Y006 = ld ql 8Z :14 (W xuleW) LOOZIdJJ410ZO8d aP 0•01 1038 e/u e/u Z 00'0 (11)zJ •0•0 8M ON J SWISS da21 . 0'0 1138 081 666< 6 ZO'0 (11)uan 91'0 38 9Z' 1. ioa Lagwnl 0L 1031 061 /446 061V1 04Z 666< 6 10'0 hl)l-ieA £4'0 31 SZ' 1. 100 duo aleld 0'0Z 1131 d1210 S31Vld P/1 Hain ( u! 'ld3a 'IS3 0 - ONI3VdS (;sd) oN1avol 1a 6-0Z.1 10 Z1 - (A'X) alaall0 afield 1-9-9 r 1-z - r 1 - 1,x£ 03lIVN a31IVN 031IVN S 9 VI EL Z1 II 9x£ 11 11 11 11 I. 01 5 1 03lIVN _ 1, 1. 03lItlN 1.: g 111M11111111118111, fl LL Zl! L9'Z 4 03IIVN L'91:1 = ale's £ 1 41 Z I 61 1 41 1 Z I 3f f X2!WOANOSusNwzxMOzn6CIZxoEZ34 :01 1 abed 91.05 SO.SZ:LL £L AV POM 'oul'seu;snPul lal!I1 91.0565 doS s 049 L ld'ag!nuos)loel• 'sagddnS 6u!pgng 6u!ueen (!euogao) aouaJ9 ;a1 q0E L 1. .1013.110 d!ll 360066!0 Ur 9090910 6001.5491 aouap!saa IIW°JB Ald A30 adAj ssnll ssnll WI' • 0199E 13 'edwel 'PM8 Lse3 a)IJed 4069 yuauodo0 eU!pII ^8 nog puo 4lEZZ Vn 'oupuoxal IE al! ^S'laaJ1S uo se 8IZ'ayny!ysul ayold ssru w J oµ apol!ono uolyowlolul kaWS 69.950 'o ANIo ^O IIdJ%ISNV s •swaysAS ssrul puo a s s nJy yo 6upox7 puo U0110910 ' A1emap'a6ololruogoougoy '� ell w aqy 6u!pioboi eouop!n6 IoJeua6 J03 'e6owop Apadold puo AJnfu! Iouosled alq!ssod 4y!m asdoIIoo yuanald of puo Alg!goys Joy pan ml nbal sAOo s! 6 upoj a q yuauowJad puo A1olodwal lou0y!PPV '31U0 sJagwaw pJoyo Jo /puo gam nnµ Ionp!n!pu! to 6u!ponq yuanald 01 Si paloo!pu! 6upolg •u6!sap 6u!pI!nq I 'John) 041 0411! u6!sap s!44 aloJodloou! Apadold puo veleujolod u6!sep 40 ARV:100Iddo a4l Ayuan mu., Jeu6!sap 6u!pnq a4y'asn 010108 walsAs ssnµ o you •lu euodwoo 6u!pl!nq lonp!n!pu! uo Jot s! puo 'umo4s sJalawoJod uodn Aluo pasoq s! u6!sap s!4J'slopeuuoo °Ial!4(4 414'n Apo asn Joy pion u6!sa0 '3S/1 3d0d38 SIOVE0/O1, 'eel ELPL•IIW 39 Vd 33N3H3d39 N31IW 0301773Ni ONV SIHI NO S31ON 01/321 Pue ele ewp ed uBlsap.(yueA - ONINaVM 8 / y 91.0t£ I- I!Jd`d :e;ep 0 L9SE l3 edWel'PAM 0Se3 wiled 4069 4E99 P00l3 bSn *BIN OBE6£•ON 3d IuegR► •V sewoLu `` II111 1 111lI II ` �`dNQ�S � 0 •31 i, 1 / • •• - _ O9E6£ ON • • • !emu sup Jo u6!sep pue s!sAleue ayl u! peen sem lepow Ai!xy pue Jagwe j „shay pax; 4 ;!M s5leaJggo1!d p!6u -!weS„ (9 j�ii •,S N '� � \ .• >, - 1 lu!of ;e u!idn ql Z pue �� b •• ' ........ ` ,-, • ,� Z 1u!of le Wide ql SZL '£ Poi le uodn ql S 6u!puelsgl!M ;o a!gedeo amid 6u!Jeaq 04 ssnm; ;o (siaylo �(q) uo!4oeuuoo leo!ueyoew ap!nOJd (S , 1 b' d Y- � % suogoeuuoo ssnm; ()Ism; Jo; (s)Japi!6 of Jale (4 /! 1111111 •%0 !m a ! n 0 - 0 - Z A sJagwaw Jaylo Aue pue pogo wo4oq ay4 ueemleq 4y II P q Ilel 0 al6ueloeJ a OJayM seam He u! pJoyo wo4oq ay1 uo;sd0 OZ ;o peol en!! e Jo; peu6!sep uaaq sel ssnJ; s!yl . (c speol an!! Jey ;o Aue 41!M luajJnouoouou peol en!1 pogo wouoq Jed 0'01. a Jo; pau6!sep uaaq seq ssnJ) s!41 (Z 09' L =100 d!J6 aleld 09' L =1O0 Jagwnl :umo4s suo!;oeei Jo; SadMW g seam; pue sJagwaw Jo; 0 - 0:pasodxe 11161.1 pue 2101 Ieo!pan pue : pasodxa 4g6!J pue 2101 Janalgueo :euoz (Z)Joua4x3 0 -0 pue (leuo!paJ!p) SadMW '8 v0 =009 '.lou3 '0 dx3 !II '1 114 =anee :144Z =1 '1154 =8 '11SZ =4 'lsd0'E =1008 'lsdZ 4 =1401 '4dw L0 L =pseA (4sn6 puooes - 8) 4dwOS L =1InA '0 L - L 30SV :Pu!M ( L - S31ON umogs uegM 4daoxe ssel Jo (q1) oSZ seoJO; pV - ual xelsJ /'dwo0 'xen - (ql) 'S3021od (ZL 01)4L=17 01)£9 L =Z '(£ 01)6 =E neJO xeyy (L 01)Z =i7 '(ZL 01)SZL Z'(6 01)S-= £4!Idfl xeW (ZL 01)LS =Z zJoH xepy Iwo! ue1oaw/ Z - = 4 4 - 0 /£9L= Z 'Ieo!ueyoalN /9 =E (az!s /ql) 'SNOI10V321 ap!nO uogellelsul Jaz!1!ge1S 111!M eOuepi000e w '210!;00,3 semi 6uunp pallelsu! eq 6upeiq ssoio paJ!nbOJ pue sJaz!I!gelg 4e41 spuewwooaJ J131!W Z oN dS 4xZ 14 6upeJq o0 0 Jo pa!ldde Al1oanp 6u!I!ao P!6!H 0a0H0108 Z oN dS 4xZ OaO H H0108 3108 !su!pnd oo S L - Z - L JO pa!Idde Al4oaJ!p 6U!y;eegs pooM leJnlonJ4S 4aOH0 d01 Z' dS 17)(Z 0 MHO dOl - ONIOV218 - 2138WI11 %0Z =ld ql 14 (W L00ZId1/PL0Z08d 9 P 0 0 0'0L 1008 e/u e/u Z 00'0 (11)zJ 00'0 8M S3,1 JOUI SSOJ1S dea . 0'0 1108 084 666< S 00'0 (11)1J L0'0 09 SZ L 100 Jagwnl 01 1001 06 L /44Z OZ1I1 04Z 666< 9 00'0 (11)IJ 9 L'0 01 St L 100 d!JO aleld 0'0Z 1101 d1210 S31Vld ill uam/I (oww) u! '1430 'ISO 0 - ONIOVdS (1sd) ONIOVO1 IS L L - 0:Z1 '1Z 0 - o:ZJ — ( )Vx) sIasJJO aleld SL 0-z-0 I SL-Z-1 I0 -Z-0 = 4x£ 4 II 9X E / T N ri ,, '7; , z i 1 zLI an £ E = aleoS S L - Z - L 0 SL - Z - L I 0 I 8r4azN43n10AVHdZAA40QWZflaouA1 — na Jf 49 XaWOANOSusNwzxMOzn6QZxo£Z04 :01 4 a6ed 9L0Z 90 EL JdV paM - Du! 'sautsnpul Nal!41 SLOZ 62 daS s 0491 13'aIl!Auo 'sa!Iddns 6u!pl!ne 6wuueyy (Ieuo!4ao) OOUalejed qor 1 L er .18U1.18U100 aoo Kr 90900lr ' >Io OLOLE491 aouap!saa 99 Ald A40 sal ssfJl ssfJj qof • OL99£ 14 'edwel 'µ 1 E99 VA'O t IE al!nS'4 00 1 'N 819' aygd SSIU1 woy algol!ono UO9 A4ajos 'PAR yse3 a>4Jed P069 Lueuoduw0 eulplIn9 IS39 pup 69-9sa'DIJa9J3 Axiom L111%ISNV 0a5'SW04SA5 SSN4 puo sess1u4 4o 6ulooiq puo UOI peJe'AJG/glop'e60Jo4s'uo14ougo4 .`. �.� el BUIpJOBeJ eouopin61oJeue6 Jog 'e6owop AyledoJd puo Amp! puoslad a1glssod yy!M esdolloo yUOA9Jd oy puo /µ111q0 +5104 peJlnbeJ sAoM10 A 6u!ooJq yuauoWJad puo AJOJOdway louo!y!ppV Aluo sJegwew pJ0140 Jo /puo gem ssnµ !onp!ypu! ;o Bu!ponq waned oy s! peyoo!pu! Bupolg •u6!sep Bu!pl!nq 1 II0ASA 041 ow! u6!sep s!4y eloJOdJOOU! Apedoid puo si0 ewolod u6!Sep 4o A4!!!goo!Iddo 044 yuen ysnw Jeu6!sep bu!p ing 044'esn eJoyeg •weysAs ssruy o you '4 ueuodwoo 6u!p1!nq lonp!A!pu! u0 Joy s! puo 'umo4s sielewoJOd uodn Apo pesoq s! u6!sep s!yl •SJO4D000OO Nylaly4 1441M A uo esn 104 pion u6rsea .3S/1 3dOdOO SLOZiEO/04 "eaJ £101-IIW 3`J Vd 33N3213d3H N31IPI 0301170Ni ONV SIHl NO S31ON OV32! Pue sJe4ewe ed u6lsep 4JPeA - ONINNVM I L 9109'£ l• I!ad`d :919a 0l9EE'1A edwel'pn!g Ise] 9>IJEd 4069 4£99 P 1J _DUi 'VSfl )1 .L11N 09E6E'oN 3d !uegiv "d smug! q «. ' a0 i • ••) ' 0, V 08£6£ O N • ∎ .ssrul s!y; ;o u6!sep pue s!sAleue ay; u! pasn sem lepow A4!xg pus Jagwayy „sissy pax; 4µ!M sleaJgg34!d p!6u -!was„ (9 ; 17 Rolm u!Idn qi L pue ° e �A- � �'\ . �. ■ Z 4U!of le g!Idn ql 91.4 '£ 4U!of le 1►!Idn ql gZ Bu!puelsyl!m ;o a gedeo amid 6uueeq 04 ssfJ4 ;o ((wow; dq) uogoauuoo leo!uegoew ep!nold (S • 0 j v S N 3 .-• , �� "suo SsnJ; o; ssru; Jo; (s)JepJ!B o; Ja;aa (4 ' �l 8� i • "' 1 ,%S :siagwaw Jaylo slue pue ploy° wouoq ay; ueamlaq 1g �� /s b"V S� 1 1 . - 0 I!!M OP!M 0 Aq 1! 0 -9 8!6u e aleum seem !!e u! pimp yo olloq ay; uo;sd0.0Z ;o peol en!! a Jul peu6!sep uaaq seq ssni; s!yl . (£ sped! atui J81.140 AU8 qpm )1.181103303000 peol an11 pogo wouoq;sd 0"01. e Jo; peu6!sep uaaq sey ssrul s!41 (Z 09'1=100 dub a481d 09'1. =100 Jagwnl :umoys suo!43eaJ Jo; stumps; g seam; pue siagwew Jo; 0- 0:pasodxe 446p pue gal !eo!IJan pua : pesodxe 446u pue Sal Jana!!lueo :0002 01-4-2 04 9 (L)Joualul '9 04 44-17-4- (Z)Joua4x3 3-3 pue (leuogoai!P) SMdM1l '841)=!d00 "pua :0 dx3 '11 7 '11p = :u4Z =1 :1194 =8 '11SZ =4 :1e =1008 ' ;sdZ•4 =1001 !4dw LO L =Psen (lsn6 puooes -E) 4dw0£ l=4!nn '01 339V :PuM (I. - S310N :umoys uaym ldaoxa ssa! Jo (ql) 09Z 90310111V - 'uel 'xeyij dwo0 'xeyy - (q1) "530):104 (E 01)8E =4 11 01)S91 =Z '(L 01)E4 =£ A8JO xeyy (6 01)1• =4'(ZI. 01)91.4 =Z1Z4 31)gZ-= £w!dfl XeiN (ZI. 01)LL =Z zJOH xeyy !eo!ue 4'0 - 4 - 0 /S94= Z'Ieo!ueyoayy /E4=E (ez!s /q1) 'SNOI1OV321 'apm6 uo!lel!elsu! Jez!1!ge4s yym aouepJO33e u! 'uo!peJa saw 6uunp pa!!elsu! eq o x a Z' NdS4 Z�11 l 6u!oeJq ss0JO PannbeJ pue slazu!ge4s 48 4 spuawwoOaJ Jlal!Yl 3003M •Bupelq 30 0 pa!!dde Ai oei!p 6u!1!a0 P!6!a 020H0 108 Z' °N dS 4x9 02!OH0109 :su!pnd °0 9-9 -Z Jo pa!!dde AgoeJ!p Bu!yleays poOM IeJn4onJls 010H0 d01 Z' °N dS 4xZ 0210H3 d01 - ONIOV218 - 213814f11 %0Z = 1d ql l• L :44 (j L00ZIdl/41.0Z39d aP 0"01- 1039 8/41 e/U Z 00 (lflzioH 00 0 OM S3A Tau! ssees del! . 0'0 1139 094 666< L 00'0 (11)1J 90'0 08 SZ'1. 100 Jagwnl 01 1001 061 34Z 0ZJW 017Z 666< L 00 (11)1J9A S10 01 9Z'1 100 duoeleld 0•09 1101 dI21O S31Vld P/l PR (000 u! '1430 'IS3 0 - ONIOVdS (1sd) ONIOVOi LSl 1 :Z1 1Z 0'0 :Z1 - (A X) elee40 sleld 9-£-0 0-9-q 1 9 - 9 1 0 - z A 9x0 M 11 sxE 4 M 011 L 7. Pwilll 1, 9 0 . N 9L 009 rii 8'OL: L = eleOS 9-9-Z 0-9-4 I 9-9 -Z 1 O-PL- 1 9f42RN4dy0AVHdE AA40.:1VEn 1°uAl — Of 49 11 - X2lWdANOSusNwzxMOze6c1Zx°£ZO4 01 L e 9409 90:SZ1L £L JdV POM 31 'SO!ASnPuI Jlal!IN SIAM 6Z dOS S 0491 14 '0II!nuosJpep 'se!IddnS 6upl!ng 6upuelry (19(10900) eouala ;aa our 4 4 )IOer Jewoo SIC 90909 L(' R01.099.1. aouep!seN 1µW J9 Ald A40 adAj ssrul ssrul qof 0199£ - Id 'edwel "pnl o ise3 asped 1,069 luauodwo0 BulPII IS79 Puo 69 'oI�aNJo M llon O L V n IdUIS 0up NV aa u0xalV 'Z IE a4!nS'4 {S 00 1 'N 910'ayn ;!4sul alGlow ssnJl wog aigol!on0 uol{OwJOIuI AM OS s 'swa {sAs SSnJ4 puo sassru; l 6upojq puo uoupala •AJan!Iap'9601045 •uogoougo; "Maki ay{ 6u!pio6ei aouop!n6 piaue6 Jo j e6owop A adajd puo Ainfu! Iouosjad a!gissod yyw, asdopoo 4uana1d 0; puo A4!pgoys Jo; pannbaJ sAom o o 6up0Jq {uauouuad puo AJaodwa; Iouo pppv 'Apo vagwaw pimp Jo /puo qem ssny lonp!n!pu! 40 6u!plonq 4uenajd 01 s! payoo!pu! 6up019 •u6!sep 6u!ppnq 1 p01000 ay; olu! u6!sep s!y4 el0JOdioDu! Apedoid puo va4awaod u6!sap ;o A4!Lpo3gddo 0144 Yuen isnw iau6!sep 6u!ppnq ay; •asn eiojed waysAS ssruy o you •4uauodwoo 6u!pnnq Ionp!n!pu! up Jo; s! puo •u5O1S sJayawoJ0d uodn Apo pasoq s! u6!sep NI •vo40auuoo (pawl 144!M A!uo asn 104 pion u&sa0 3S/13N0d39 S90Z/E0,09 'Aar CallIW 3OVd 30N3213d3N N311W 030117ONI ONV SIHl NO S31ON OVTN Pue sia5emeJed u6lsap kueA - ONIN2IVM V ' 940Z'EI- I!JdV :9lep 01.9EE 13 edwe1 'PM8 ise3 B)ed 6069 4E994103 "Id ' vSfl >101W1 0986E'ON 3d lueilIV V sewo4l .• .C11. % _, -" d N O/ � e ,S / • .� . ` ' . • - 0, v a 0 � • N y •• • „ 3 a= 08£66 ON i ssnJ s!44 JO u6!sap pue s!sL eue a u! asn sem a ow 1xl pue Ja wa s oo • /A , " • ,\ I 43 P I P fil. ! P q W „ I 4 pax! wpm s>leapgopd p!6u -!wag„ (9 2 S `� y � lu!o(le u!Idn ql t£ t pue lu!of e f do Z • i - i� Cr � N 3 , • x . . E 3 31.1 ql SZ 6u!puels4l!M ;o a!gedeo ale!d 6upeaq of ssrul ;o (sJagp �(q) uogoauuoo Ieo!umpew ap!nwd (S °' �II 'b 9'4 0 suo!hauuoo ssnJ4 01 ssfJ1 J0; (s)Jepn6 01 Ja;aa (q /I ��� ��.1 siegwew J01110 I(ue pue pogo wogoq 041 uaamlaq 3!1 II!m epim 0 - Z Lq Ile; 0 a!6uelooi a 91011M seaJe lie u! pimp wogoq 043 uo;sdO OZ ;o peoi en!I a Jo; pau6!sap uaaq seq ssn.q s!41, (E speol an!! Ja410 s ue 4l!M luaiinouoouou peoi en!' pioip wolloq 0131. e Jo; peu6isap uaaq seq ssnJl sigl (Z 09' L =100 dub aleid 09' 1 =100 Jagwn-1 'uMogs 6uogoee1 Jo; SWAM $ swap; pue sJagwaw Jo; 0- 0'pasodxa 146u pue gai ieo!4Jan pua ' pesodxe lg6u pue gal Jenal!lueo 'OUOZ 4 01 6 - 1. (1.)Jo!Jo4l '6 04 L (Z)Jopelxl 0 -0 pue (Ieuo1PaJ!P) S21dMW '8 t 0 =!400 ''13u3 'O dxl '11 110 I.14= Ea 'u4Z =-1 '3154=8 '31SZ =4 4sd0'£ =1008 4sdZ 4 =-1031 '4dw tot =Pse^ (lsn6 puooas - £) 4dw0E t =31nn !01. 30SV :Pu!M (1. - S31ON uMO4s ua4M 4daoxa ssel J0 (qI) OSZ sewJO; lib' - 'ual •xewrdwo3 xeW - (ql) '5332104 (1. 01)691.=Z '(E 31)9£ =4 '(t 01)94 =£ neJO xeW (9 31) t£ t- =Z '(8 31)SZ-= EU!Idfl xeW (8 01)1.9 =Z zJOH xeW 0 681.= Z'ieo!uegoaW /9Z= 4'leo!uegooI /94 =E (ezis /qi) 'SNOI13V321 ap!n6 uo!le!ielsul Jaz!!!ge19 ql!m aouepi000e u! 'uo!loaJa ssnJ4 6uunp pa!!elsu! aq 6u!oeiq ssoio papnbOJ pue sJaz!I!gelg le4l spuawwo0ai N01!W 6u!oeiq 30 0 - 01. Jo pa!idde (goaJ!p 6ug!ao p!6! 0a0H3109 Z' dS 4x0 080H0 109 'swung 30 0 - - JO pa!idde (iloaJ!p 6u!43eegs p00M IeJnlonJ4g 0210HO d01 Z' dS 4AZ a210H0 d01 -ONI3V218 -2138Wf11 %0Z =1d ql 01. 3461aM (W LOOZId1J41.0Z38d 0 P 0 3 0'01. 1009 e/u e/u Z 00'0 (11)zJOH 00 8M S9A Jaw SsaJ1S daa • 0'0 1109 091. 666< L 00'0 (11)1- 00'0 09 SZ' I. 100 Jegwn-1 01 1001 061./442 OZ101 042 666< L 00'0 (11)POA £1.'0 01 92'1. 10040aleld OOZ 1101 dI2IO S31V1d P/1 11 ( u! 1d30 'ISO 0 - 0 - Z - ONIOVdS (1sd) ONIaV01 0 -0 -Z 0 -Z -0 O - L - Z I 0 - Z - 0 1 = SxZ 4 y 4 )(X L 4 0 Z 0 Z 00'0 )(X B 1.'9:1. = alms O-L-Z 0 -1,-1 O -L -0 1 0-4-5 - Vr421zboo «f'l8mbowZltx4x1' qed - X2MOLNOSusNwzxMOzn6g2x 0 £Z040I 1 abed 9500 LO 90 L L £ L JdV P9M .oul 'sau{snpul slel!W 910Z 60 deg s 01 L ld 'al!!nuosspe£ 'sa!Iddng 6u!pI!ng 6u!uueW (Ieuosdol eou0Jele8 qop 1 4 d oe r ..00 94r s000sir - 0101£1 aouep!saa uwa1g Aid A30 edkl ssrul ssnil qof 0199£ ld'edwel 'mg ma awed 4069 luauodwo7 BuIPIlnB ISJB Puo o is 7l£p� VA 'oupuoxalY 'Z1£ el!ns'yaallS eel • N 91Z'81n14sul ayold ssOJJ way algol!ono uolyowJolul AIeIDS 68 ! A 3 A81 0 lidl%ISNY eas'swaysAs ssruy puo sassny ;o Bu!0oJq puo uoipeJa lap'a60Joys'uogoougol ayy bu!pio6a aouop!n6 loJaua6 Joj 'aeowop Ayjedad puo iunfu! louovad alq!ssod Lom asdopoo yuanad oy puo A4!pgoys Jo; paxnboj sAomlo s! .Mali W 6woojq yuauowJed puo AJOJodwel louOg!ppV Aluo vagwew pJoyo Jo /puo gam ssruy lonpinlpw ;o 6u!ponq yuanaJd 01 s! payooipu! 6u!Oolg 'u6isap 6u!ppnq 1 IlOiano ayy ow! u6!sap s!yy ayoiodhoou! Apadoid puo valawoiod u6gap ;o Ayp!googddo ayy Awe", Ism Jau6!sap Ou!pl!nq ayy'asn 0Jo ;ag'waysAs ssny o you 'lueuodwoo 6u!ppnq lonp!ypu! uo .104 si puo'unnoys sJayawoJod uodn Apo pasoq s! u6!sep NI •voyoauuoo ®°LW y +IM Apo 05(1.104 pion u6!sa0 3SI1 32I0d 8 9LOZ/£O/OL 'AaJ CL L-ew 39Vd 30N3213d32I N31INI 0301113NI ONV SIHA NO S31ON 06921 Pue siaieweJed u6;sep AJPeA - ONINMVMV 960tel. I!JdV :Kea Ol9£E 13 eduiel'PN8 lse3 wind 4069 4£99 V931,A •301 'Vsl RUN OB£6£' 3d 1ueg1V'V sewoyl `` „IIIIIIIII III `,•sO��1..NQ /S �t',i : = • i 08 E 6 E ON 'ssnJl s!41 40 u6!sep pue s!SAleue aql u! pasn sem !wow Al!xg pua Jagwayy „shay paxg ;pm ssleeigyol!d p!6u -!was„ (9 17 lu!of le g!ldn qi L pue #.i i2 • •.: \ • 'y .% Z lu!of le g!ldn qi L L L 'E lu!of le g!Idn qi 9E 6u!puelsyl!m ;o algedeo aleld 6uueaq o; ssrul ;o (amyl() Aq) uo!loauuoo leo!uegoaw ep!noJd (g w e e b • • • N 3 ` • , • � • ,`Q � : % suogoeuuoo ssn�l of ssn�l Jo; (s)iepn6 0l 10;aa (q �� b' d v ` � � •slagwaw iaglo Aue pue pimp wonoq aql uaamlaq ill III IIIV 1 S I`,`� II!m a 0 - 0 - Z Aq Ile; 0 al6ueloai a aJagm seam Ile u! pogo wogoq ayl uo;sdO OZ ;0 peol an!! a Jo; pau6!sap uaaq seq ssnil s!yl . (£ 'spec)! am! Jaylo Aue yl!m luaunouoouou peol an!! p.0110 wogoq;sd 0'0; e 10; pau6!sap uaaq seq ssnil s!yl (Z 09' L =100 dub amid 09' L =1O0 Jagwnl 'umoys suo!lOeai IN 92idMW '9 seam; pue s.agwew Jo; 0 0 :pasodxa ;y6p pue llal leou. en pua ' pasodxa ;y6p pue gal Janalgueo 'auoz 17 0 1 9 (L)JOualul '9 - L - 1. of 1.1.17 (Z)JoiJalx3 0 - 0 Pue (Ieuo!loa.!P) 92iJMW '8 L'0 =!d00 'lou3 '0 dx3 :111 '4417 =anee '4PZ =1 '44917=8 '149Z =4 '4SdO'£ =1009 IsdZ•17 =1001 '4dw LO L =pse^ (lsn6 puooas - E) 4dw0£ L =llnA '0 30SV :Pu!M (I. - S310N 'umoys uagm ldeoxe ssal J (ql) OSZ saOJO; 11V - ual •xeWrdwo0 xel61 - (ql) 'S30210d (E 01)817=17 '(L 01) LOZ =Z '(L 01)69 =E Aelo xeyy (6 01)1. '(ZL 01)L L L - =Z '(Z L 31)9c-= £8!Idfl xe j (Z L 01)98 =Z zJOH xeA le ueyoaIN/ ZE= 17'0 /1.0Z= 3 'leo!ueyoo1A1/69=£ (ez!s /ql) 'SNOI10V321 •ap!n6 uogellelsul Jaz!pgel9 pm aouepJ000e u! 'uogoaJa SSn4l 6uunp pallelsu! aq Z ON dS 17xZ l ;al 6u!oejq SSOJO paJ!nbeJ pue sJez!l!gels;eq; spuewwooai maim 3O03M 6u!oeJq o0 0 -0-01 Jo pa!ldde AljoeJ!p 6u!Ile3 P!6N O210HO 108 Z ON dS 17xZ 080H3108 •su!1Jnd oo o-0-E Jo pa!ldde AgoaJ!p Bu!yleegs p00m lein ;0049 ONOHO dOl Z' dS 17xZ 080HO d01 -ONI0V218 -21381•011 %OZ = id qi 91. :14 (VI LOOZIdl/PL0Z08d 0 P 0 0 0'01. 1008 e/u e/u Z 00'0 (11)zJOH 00'0 8M SJA Jou! SSaJls dab . 0'0 1108 091 666< L 10'0 (11)3JaA 60'0 08 9Z•1. 100 Jagwnl 01 1001 06L/1717Z (MA 017Z 666< L 00'0 (11)1 91;0 01 SZ L 100 dP9 eleld 0'OZ 1101 dI21O S31Vld P/l uaP /I ( u! '1430 'ISO 0 - 0 - Z - ONIOVdS (lsd) ONIOV01 IsL 'IZ- 1.-o'0-o-Oz1 — (A'X) slas440 oleic; o-0i-Z 0-Z 0-0-£ b-z - 6 - 17x£ 11 OA 4 L in Z N m m a ZLl 00'9 li E .1 =..1 :aleOS 0 0 - 6 - 1 0 1 0 - Vf1 >lALbfbZLZgFArl9mb Clad - X2IMANOSusNwzxMOz 0 6g2x 0 EZ01 7 01 1 abed 9102 LO:SZ :LL £1.1dy paM - ow 'saulsnpul slal!W SLOZ 6Z daS s 019 ld'ap!nuosxoel• 'sapddng 6u!ppng 6u!uueW (leuog0o) eoueJa;aa q0f 1 1 uedo-)per Lit 9o9o91r ' £101£681 aouep!say gy4aJB Ald 110 edAl ssnjl SSnJj qor • I OL99E lj 'edwel WIG lse3 awed P069 auodwo ammo '4 l£ZZ VA'oupuoxele'Z IE t!nS 'Iaa eel 'N 91Z 'aynyul apd swum woq algopono uollowio)ul AlayoS W 3 IPB 9 moil Pup 69 'DP AMMO LId1 1SNV aas'sw430/Z nnµ puo sassruy yo Bupop puo uomy oala'Aranuep '060.100'uogoo!x y oy ) 1 ayy 6u!plo6w aouop!n6 loJeua6 Joj •e6owop Apedoid puo Nn!u! louosied elgmssod Lyon esdopoo yuoAGJd oy puo Aypmgoys Joy pannbeJ sAonyo s! a Bupo�q yuauowJed puo A ojodway louoly!ppv *Apo uegwew proyo io /puo gem ssruy lonp!A!pu! o Bulpong yuaneud oy s! payoo!pul BwooJg •u6lsap Bu!ppnq I !piano aid ow! u6!sep NI ayolodloow a Apadd puo siayawoiod u6lsap yo /4!!!goog yy ddo a A;uen ysnw Jau &sap 6umppnq egg 'esn aJoyag weysAs ssnµ o you 'y ueuodwoo Bumppnq pm uo Jo; sm puo 'umoys sOeIewoJod uodn Aluo pesoq sm u6lsap mu •voyoauuoo ®°1,'W gyms Apo awn Joy mon u6lsap 3Sn 380d3E1 SLOUEO/OL 'AO, EL PL Vd 30N3d3g3d N3Llw 0301170N1 ONV SIN! NO S31ON OV3d Pue sie;swe ed u6lsap AyueA • ONINMVM 17 I 960tEl- I1 :ale0 0 19EE l3 edWel'PAI8 1Se3 eked 4069 4E99 Lea lA 'oul 'VSf 4 09E6E'oN 3d !U6gIV'V sewo;l ■ �♦` 4• \�� ' p % a O j t (z =8 'z= d)S =E( (sz =8 'sZ= )os =zL (61 =8 '61= d)8E =11 (4L =8 '4L= d)L41=01 :PGA • • �I' - _i -� (cm) speo! pe;ellueouo0 /j'1 T �'� • OZ - =L - 9 ' - =4 :1- • O- OW) speo! + peso gZ = asealoul eleld 'SZ' l= ase aloul lagwnl :(peoueleq) an!1 ;ooa + plepuelS (S)3SV0 OV01 0856E ON '(8) Hoeg !o (j) luol; se palou we ssru; w;l ;o woe; ayl of pa!Idde spec)! 'uo!loas (S)3SV0 OV01 e;; u! (g 'I1ele0 11VN301 s,)lal!yy 0 4. 19 1 9 J sl!e;ep 910W J0j .sl!eu -e0; („SZ PZ1 - Z to (..£x.,941'0) P01 seleo!pu! ,,0311VN„ (L ° o �j) •' • .� ,1 • y s ue 'swill s!yl ;o u6!sep pue s!sI(Ieue mg u! Paso sem lepow Alm lagweyy „ slaw; pax; yl!M s)lealg;ol!d p!6u -!wag, (9 • N 3 • 0 �` S lu!of le y!ldn ql 04 pue leo — ili Z lu!of le Wid) ql 4Z1 'V lu!of le lj!ld ;o n cg 19 6u!puelsgl!m algedeo amid 6uueaq 04 swill ;o (wow) Az!) uo!;oauuoo leo!ueyoaw ap!nold (g I / / b „ V �♦ ♦ ♦♦ 'suo!pauuoo swill Ol ssrul !o; (s)Jap!!6 0l la ;aa (4 slagwaw laylo I(ue pue pogo wolloq ayl ueemlaq lg II!M ap!M 0-0-Z Aq Ile) 0 alBueloai e slew seale Ile u! Polio wogoq a;; uo;sd(TOZ ;o peol OA!I a !o; peu6!sep uaaq seq ssnll s!;l , (£ 'speo! en!! laylo )(ue gem;uallnouo0uou peol an!l pogo wolloq lsd 0 e !o; pau6!sap uaaq seq ssru; s!41 (Z 09' 1 =100 dub amid 09'1=100 lagtunl :pasodxa 1446u pus 3191 lee!PeA pue : pasodxa 1;6u pue lie! lanal!lueo :(leuo!loa!!p) S IdMW '91'0 =!d00 'lou3 l0 dx3 '11 '4 '314 =anew :1342 =1 1194 =8 '1192 =4 :lsd0'E =1008 '1sdZ'4 =1001 :4dw 101 =Psen (lsn6 puooes -£) 4dw0E 1=31nn :O1 30SV :Pu!M (1 - 9310N uMoysua4Mldaoxessel o (qI) OgZ seam; gy- 'ual'xeyy/ -(ql) 'S3021oj (L I. 01)££1.=5 IL I. 014492 =Z '(L I. 01)6L =4 ne10 xeyy (s 01)04 =s '(9 01)421 - =Z '(9 31)19-= 48!Idfl xen (9 0!)191 =Z zJoH xeyy leo!ue =9 '9 /961 =Z 'Ieo!uello /9L =4 (ez!s /ql) 'SN0110V33:1 .epin6 uogellelsul Jez!!!ge;S yl!m eouepl000e u! 'uogoala ssnll 6uunp pa1elsu! eq 6u!oelq ssolo pa!!nbal pue slaz!I!ge ;S le4; spuewwooa11la1!yy Z'oN dS 4)(Z S83M '6u!oelg o0 0- 0-0110 pe!!dde Agoa!!p 6 u!I1eo PON 0210HO 108 Z'oN dS 4 0210HO 108 'su!!!nd o0 0-0 -9 JO pa!Idde Llloa!!p 6u!y ;eays poom lelnlonl4S 02i0HO dOl ZON dS 4)(2 0IOH0 dOl - 9NI0V218 - 1138Wfi1 %0Z =1j g1 0E 346 (01- xuleyy) LOOZId114L0Z08d epo0 0 01 1008 e/u eN Z 00'0 (1J1zJoH 90 0 8M ON soul ssa13S (let! . 0'0 1108 091 6L9< 6 60'0 (1111Jen 6Z'0 08 SZ'1 100 0 L 1001 061/44Z 0Z11N on 666< 6 400 (11)1- 4Z 0 01 9Z I. 100 duo wield 0 O 1101 dl O S31Vld P/1 B °P /I ( u! '1d30 '190 0 - ONI3VdS (1sd) ONIOVO1 Z4L Z4L I — 4x£ 0311VN cm — 4x£ S — 0311VN 031IVN ► L 0 9 £t R - "E om 1 1 1 1 z it of 1P 031IVN w m 11,.. + 03lIVN p1,11 C 1L � 4xS't ZL 96'4 031IVN 031IVN - £'OZ L = 9 1e 0 S 4 P E SL OL Z - O - L 1 9L - L - £ 1 oL - 1 - 61141:1z0910z 3P4quZiHXN6b1 - X2lWOANOSusNwzxMOzn6GDOCZ09 :01 L 66 ed 9LOZ 90 :SZ :LL £L ldV PAM 'mil ' )Ial'W SLOZ 6Z daS s 049 1 9 11!nuos>loer 'sa!lddnS 6umplmna 6umuuery (Ieuog00) aouala;aa qol L Z lepn0 d!H leuo8e10 9L 909091r 1401E491 eouep!sea imam Lld A10 eth(l ssrul swill qor • 0199£ 7A'edwel ' 4l£ ZZVA' oupuoxelY' Zl£ al! nS ' lea4S Gel ' N 9lZ '0404!4Sul uolpuuolulAapS 'PN9 lse3 ailed 4069 weuedWO3 Bu!PIIn9 1539 PUD 69 Mont) lldl/ISNV ees'swelsAs ssnly puo Sessr l yo Bu(7olq puo UOlyoala 'AIanllep 'e6oioys'uolyoougoy N all W ayy 6u!pio6al eouop!n6 loJaua6 .103 "e6owop Ayadad puo Amp! louos4ed a q!ssod gum esdoIIoo yuanald 04 puo A4!I!goys Ioy pannbeJ sAOmlo s! Bupo q lueu owled puo Nolodwey Iouoglppy 'Apo slagwew pogo to /puo gem ssruy Ionplypu! to 6ulponq luanaJd 04 s! payoo!pu! Buloolg •u6lsap Bu!pllnq I !piano ayy ow! u6lsap slyy e4Owdlooul Apedold puo sieiewoJod u6lsap ;o /4 googddo NI Alien ysnw 1au6!sep 6upllnq ay''esn eiojes we {sAS ssru o 40u'yueuodwoo 6u!pling IOnpinlpw uo of sI puo'umoys slayewolod uodn Apo pasoq s! u6lsap slyl •sroyoeuuoo ®sejj yylm Apo esn lo; peon u6isa0 3SI13210d3e 9lOZ/£0/O1, 'naJ £LOL 30 Vd 30N333d321 N31IW 030f70NI ONV SIN. NO S31ON OV3e1 Puy sielarueied u6!sap AJ'-' A - 9NIN2IVM W 91.0Z'E I. I!Jd`d :Brea 049£6li edwel 'PM 1Se3 90415d 4069 PC99 LAO 11 WI 'tlsn > $GJlw 09E6E' 3d !NW V sewoyl �� - IV N 0 / "ei %lof 08£6£ oN i • / • • , ■ 'ssrul s!yl ;o Asap pue s!sAleue aq; u! paw sem Iapow fan pua Jagwe „shay pax} tow s>Ieeigyo ;!d p!6!I -!was„ (9 � 2 • S' . \ 1 .• y ` � '41u!ol le g!Idn q! 8 pue l d N . 3 x � Z;u!OO ;e g!ldn 916Z l '£;u!or le man q! 4 6u!pue;syl!m ;o algedeo amid 6uueeq of ssny; ;o (sJaylo Aq) uo!loeuuoo leo!ueyoew ep!Aald (S , / i 0 �b • `d � `% ' 'suo!loeuuoo mu; o; ssnr; Lo; (s)Iapn6 0; Lalaa (p '' �� �I11 V 1 S ���``` 'siegwaw Lay ;o Aue pue pogo wogoq ay; ueeM4eq ll; ll!m ap!m 0 Aq Ilel 0 elBueoa1 e ajagm seam Ile u! pogo wogoq ay; uo;sd0'OZ ;o peol am! e Lo; peu6!sap uaaq seq ssw; s!yl , (£ 'spec)! an!! Jay ;o Aue yl!m luaLnouoouou peol am pogo wonoq;sd 0•01, e Jo; peu6!sep uaaq seq ssru; s!.11 (Z 09' 1 =100 d!LB a;eld Og =100 iegwnl :umoys suo!loeeJ Lo; GNAW,' g 500101 pue siegwew Lo; o-O:pesodxe ;.16u pue gal 1eo!yan pua : pasodxa 146u pue gal Janal!lueo :auoz (Z)Jou01x3 0-0 pus (leuo!oaJ!p) SadMW :9 L'0 =ld3O ''lou3 '3 dx3 :II 1 :g4=aAea :14Z =1 1194=9 9Z =y :JsdO'£ =1038 :JsdZ•4=1031 :ydw 1.01. =Psen (;sn6 puooes - £) ydw0£ L=11nA :01 33SV :PuM (1. - S310N •umoys uaym;deoxe ssal Lo (q!) OSZ saoJo; Ily - 'ual •xe Jj dwo3 'xew - (ql) •S33a03 (Z I. 31)ZZ =4 '(L 01N79 1.=Z 19 31)9 =£ neJo xeyy (1. 01)9 =4 '(Z I. 31)6Zl =Z 16 01)4- =£1!Idn xeW (Z1. 3104L =Z zJoH xeW leo!ueyoeW/9 4'9 /491= Z'leo!ueyoe /£ =E (ez!s /ql) 'SNOI10V321 'am() uogepe;sul Laz!!!ge;S yl!m Oouepl0ooe u! 'uogaaJa ssn4 buunp pe!le;su! eq 6u!oeJq ssoio pagnbaJ pue sJez!I!gels ;ey; spuewwooai maim! 'bu!oeJq c)O 0 -0-01. Jo pe!Idde AloaJ!p & P! OHOH0 108 o x Z' N dS 4 Z OaOH3 'stigma oo 0-0-I Lo pe!Idde Allow 6u!yleegs poom IeJnIoru4S O2d0H0 d01 Z' dS 4XZ ONOH3 d01 - ONI3V218 - a38Wn1 %0Z =1d q! 9 :10aM (W xule ) LOOZIdJJ41.0Z38d 9 P 0 3 0'01. 1009 e/u e/u Z 00'0 (111LOH 00'0 8M s & J0u1 SsaJ1S de . 0'0 1109 091. 666< L 00'0 (11)PeA £010 08 9Z' 1. -OO Jegwnl 01 1001 061./t$ Mil 04Z 666< L 00'0 (11)PsA 91'0 01 9Z'1. 100 duo amid 0'OZ 1101 dI219 S31Vld P/1 ppn (ool) u! - 1d3a 'IS3 0 - 0 - Z - ONI3VdS (Jsd) ONIOVOI L0 1 — ()CX) sleeJJO ale!d 0-0-L 0-0-1. I 4xZ L 9 Z a - i zIIo0'L g 0'6 :1 = alsoS 0 0-P- I 0-0-1 I 0-■•1- I 61149z9e10zed 3PyquZLHXN6e1 - XaWOANOSusNwzxMJze6eZ%0£Z3401 L abed 9LOZ 90:SZ:LL £1 1 dy PaM 'oul 'sa14snpul ACWIN SLOZ 6Z dag s 049'L ld'apinuos)IOer 'sagddns 6uIpling 6uluueyy (leuogao) aOuala;aa gar L 9 Aoerl 64r 909091r '' SLOL£►91 eouep!seH 1pyalg AId A10 sal ssnll ssrul qor • 0199E ld 'edwel '4!EZZ yn'oupuoxaly'0IE el!°S "4 aa1 N S LO'a {ny!ysu! ayo!d ssrui woy a!go!!ono uo}yDw1ol11! A{aJD$ PNH ]sea eM 4069 y ryauodwo3 6 u1pUn9 IS31 puo 69 'g A 1i0A0 1141/ISNV eeS 'swaysAs sSnJ4 puo sessr y y0 6w3oJq pUO U0143e1e 'Alangap 'a6OJo }s 'UOI }o3ugo{ ���/�� ayy 6w !ol pJo6a1 eJuop!n6 eua6 !moved 'e6owop AIJedold puo AJnfu!moved a!gssod yy!m esdojlo3 yuanald o} puo Alggoys 10{ pannbeJ sAom!o ?PALM \ 6u!oolq luauowlad puo AJOlodway !ouoy!ppy "Apo siegwew plow Jo /puo gem ssrui !onp!n!pu! yo 6u!ponq yuanerd 04 s! p01o3!pu! Bu!3o1g •u6!sep Bu!ppnq • 110.19A0 ay{ ow! u6!sep s!y{ ayoJ0dJ03u! Apedold puo slejewoJod u6!sep }0 Ayg!go3Iddo ay} AyuaA ysnw 1au6!sep 6wp!!nq ay {'asn 810489 •welsAs ssrui o lou 'lueuodwo3 Bu!p!!nq !onpwpu! uo 1oy s! puo'umoys sia}awoJod uodn A!uo pesoq si u6!sap out •sro{3auu03 �emW yl!m A!uo esn toy pion u6!sea '3Sn 3NOd313 SLOZiEWWL ' ELPL-IIW 30Vd 33N321343 1)13LIW 030n73NI ONV SAL NO S3ION OV3N pue SJa5aweled u6lsep A{ua/! - ONINNVMV 91.03'e 1. 1Pd`d :9390 019££ b edWel'PAI9 lse3 e 1 4E99 VSn>1e11w 09t6E' °N 3d MIN V sewegl `,S1 • • • 08£6£ ON • •, •• • ' S' • • ; ; 'ssnJ; SRI) Jo u6!sep pue s!sAleue ay; u! pasn sem lapow ll;!xg pua Jagwayy „shay pax; y ;!M sJleaiggo ;!d pl6u -!was„ (9 � y 6- • O O ` ` ;u!of ;e;j!Idn ql Z1 L pue E ;idol ;e �!Idn ql 94 Bulpue;sy;!M ;o a!gede3 amid Buueaq o; ssn� ; ;o (slaw �(q) u011o8uuo3 le3!ueyoaw ap!nad (g j� ....... d Y -�% 'suolioauuo0 ssnJ; 01 ssrui J0; (s)iepn6 01 Ja ;aa (4 ����„ 1 V 1 S ,``• � � 'siegwew Jay ;O Aue pue pimp wouoq ay; uaamle ;g II!M ep!m 0 Aq Ile) 0 albue4eJ e eiaym seem Ile us pio43 wouoq ay; u0;sd0OZ ;o Pe01 an!l e Jo; peu6!sep uaaq say ssnJ; s1 (E 'speol a !I Jay ;O Ifue ll;!M;u9JJn3u0000u peol an!! rump wouoq;sd 0'01, e.101 peu6!sep ueaq seq ssrui s!yl (z 09 =100 dub amid 09 1 =100 Jagwnl :umogs suo!43eaJ Jo; 9NdMW V SeOJ00 pue siegwew J0; 0- 0:pasodxa ;y6u pue 101 leoIlJeA pua : pesodxa 146u pue 101 Janal! ;ue0 'auoz P 1 0 1 Z (1)J 'Z - L - 1 0 3 41 (Z)J0Pe4x3 0-3 pue (leu0!100J!P) SMdMW '91'0 =!d00 '•1 dx3 '11 '1 414 =aAea 314Z =1 '3154 =8 'ggZ = 'lsd0•£ =1008 'isdz'p =1001 !ydw 101 =Psen ( ;sn6 puooas -£) gdw0£ 1=31nn 'O1 30SV :PuM (1 - S31ON 'umoys uayM;deoxa ssal Jo (ql) 09Z saww%; 1IV -'ual 'xey j•dwo0 xeyy - (ql) 'S33210d (£ 01)94 =4 (1 01)0 1Z =Z (L 1 01)E9 =E Amp xeyy (Z 1 01)Z1.1. '(Z 1 01)9P- =E 1PIdl xeW (Z 1 o1)1.1.= Z voH xeyy le /9Z= 4 '9 - 9 - 0 /01Z =Z' Ie =E (ez!s/gl) •SN0113V321 'ap!n6 uo! ;epe;sul Jez!I!gels y ;!M aOuepJ000e u! 'uo!43aJa ssrui Buunp palle;su! eq Buloeiq SSOJO paJ!nbeJ pue sJez!l!ge ;s ;ey; spuawwo0aJ Aal '6u!oejq 00 0-0-01 JO pa!ldde AI130J!p 6u11!eo P! 0210H0 Z• dS 4XZ 0210H0109 'su!und oo 0-0-E Jo pe!ldde AIpeJ!p 6uly ;eegs poom leJnlOnJ39 021OH0 d01 Z• dS pxZ 0210H0 d01 - ONI3V2I8 - 2I38Wl1 %OZ =Id glZ1 :11.16!eM (W X1 LOOZId1/410Z08d 0P00 0 1008 e/u 8/0 Z 00'0 (111voH 00' 8M 93.1 JOUI SS9J49 de21 • 0'0 1108 091 666< L 10'0 (11)3JeA L0 0 08 St I. 100 Jagwnl 0'L 1001 06 I./171 0Z1W 04Z 666< L 00'0 (11)lieA 910 01 SZ 1 100 duo ele!d 0'0Z 1101 dI 1O S31V1d p/1 uep (001) u! '1d3O 'ISO 0 - ON10VdS (Isd) ONIOVO1 00-E tore ' , L • 4 00 k z d1 (n N ZLIOOL 0 611 = a!e3s 0 0 0 1 0 914az!4ALP4dma0dAL9n0 89011x£ 9Jf1dAA80 - XaWOFNOSusNwzxMJzn6g2x 3 £z0401 1 a bed 9102 60 9Z L1 E1 Jdy PeM 'ou! 'eaulsnPul Mal!I1 9100 6Z des s 049' 7d 'a!!!AUOSMOer 'sa!!ddnS Buppng 6u!uue4 3leuo! ;do) a3UaJa;aa qof 1 9 1per,ewo3 ozr 909091r 9101£491 eouap!sed lUW J8 Lid XI0 edJ(1 ssrui ssrui qor • 0 id 'edwel •y.IBZZ VA •ou uoxa al !! "1 yS eel 'N 8 "aynylysul eIold ssrul woq egollono uol3owlo3ul AyayoS PN8lse3 alVed 4(169 ryauodwo� 6 U!P6n9 !SOLI Pup o a P IV 'Z l£ a In eat as woo " P ulO Ammo Lldl/ISNV aas'swelsAS ssnµ puo sassnly ;o 6w0olq puo uogoeua 'AlaNlap'a60104'uogoougo; Mall w eq 6ulplo6el aouop!n6 lolaua6loJ •e6owop Auadold puo Alnful louoslad alglssod !RN, asdopoo yuanald (ay puo Ayplgoys lo; peynbeJ sAomlo s 6uloolq yuauouuad puo A lolodway louoglppV 'Alu siegwaw pogo w /puo gam ssny lonp!Alpul ;o 6ulppnq IuanaW 01 sl payoolpw 6upole •u6lsap 6ulpllnq `1 Ilolano ay! ow! u6lsap spa ayolodlooul Apadold puo slayawolod Asap Jo Ay aw Avon Isnw laAsep 6 ulPAnq ay1'asn atom •waysks ssnµ o 1o • 6 ulpllnq lonp!mpul uo l01 s! puo •umoys sialawolod uodn Apo pasoq sl Asap NI •SJOI300003 VOW/ yllm Apo A esn Jo; pion 1VM ao '3sn 3210438 gum/sum{ •na'AO. ELOL•IIN 39Vd 30N3d3d3e1 N31IW 0301170N1 ONY VW NO S3.LON O4'3?/ pue s�alawe.,ed u6lsa ua 91OZ`E I. I!JdV 1 :elm Ol9£E l3 edwel'PM8 lse3 wind 6069 17£99 Pao id 'oul 'vsn Hal!N O9E6E'oN 3d !uegly'V sewogl `` 11111111111 // s ' . 3 dN O / ' 1, „ pi., : .- ii ... - • 08 E 6 E ON 'ssrul s!y3 ;o u61sep pue s!SAleue ay; u! pesn sem lepow /13!x; pus Jagwe „shay pex; y ;!m s)IeeJgyo3!d p!6u -!waS„ (g Z • i • 'iL' • � 0 \ '\ . �,, ` � 1u!of ;e 3;!ldn ql 6Z1 pus £ 3u!of ;e y!Idn ql £9 6u!puelegl!m ;o algedeo amid 6uueaq o; ssnj3 ;o (slay ;o Aq) uo!3oeuuoo Ieo!ueyoew ap!nold (S ,i i b •' N , � , ' ' *� ; � � Jew .suogoauuoo ssni3 o; ssn/3 Jo; (s)Jepy6 o3 /a;aa (i, / d' `d Y" ♦ 'siegew Je Aue pue pimp wo33oq ay; uaam3aq 3; 1//// /1/11111 11 V S 00 IPA • ep!m 0-0-Z Aq Ilel 0 al6ueoei e 0J04m seaie IIe u! pimp wouoq ay; uo;sd0'0Z ;o peol 0AII a .10; peu6usep uaaq say ssn.y s!yl , (E sped! any Jeglo due y;!m ;uaiinouoouou peoi any pWoyo wouoq;sd O'OI. e Jo; peu6!sep uaaq sey ssn/; s!yl (Z amid 09' L =100 Jegwnl :umoys suo!3oeal Jo; S2ddMW ' seam; pue sie wew J0 09• s dub P q ; 3- 3:pasodxa ;y6u pue Gal mope"; pua : pasodxa ;yBu pue IA JeAeIi;ue3 :euoz p L 0; Z - L - L (1.) /oue )ul 'Z - L - L 0; pL - 4 - L - (Z)joue x3 3-3 pue (IeuoRoanP) S2IdMN :91.'0 =!d30 ''pu3 :3 dx3 :II . ;63 :;;;manes :;;4Z =1 :1194 =8 1SZ =4 'lsd0'£ =1008 '1sdZ17=1001 4dw1.0L =Psen (;sn6 puooas -£) 4dw0E1.=8nn'0 309V :PuM (L - S31ON •umoys uaym ;daoxe ssal Jo (qI) OgZ s00.10; IIV - 'ual xeyy/'dwo3 •xeyy - (ql) 'S33210d (£ 31)9L =411. 31)962 =Z ILL 31)60 L =£ neJ0 xen (Z I. 01)6Z I. '(Z L 31)£9 =£ 8!!dfl xep (2i. 31)69L =Z zJoH xeJ leo!ueyoaaYW4P= 4'8 /962 =Z' leo!ueyaayy!/001.=E (ez!s /ql) •SN0113V321 'ap!n6 uoge!!e;su! Jez! yma aauep/000e u! 'uogoeJe ssna; 6uunp pe;e;sw eq 6u!oeiq SSOJO paynbai pue slazg!ge3S ;ey; spuewwooal yOIM •6upe/q o0 0-0-0; JO pa;dde AIla/!p 6u!I!eo Ow 02,10H0 108 Z' dS 4x2 0210H3108 'su!und oo o-o-g Jo pe!idde AI3oa/!p 6u!y ;eays poom IeJn on/ ;S 02i0H3 dOl Z' dS 4xZ 0210H3 d01 -9NI3V218 -2138Wl1 %0Z =13 ql 61. :14 I - (01- xu ;eyy) LOOZId1/4LOZ38d epo3 0'01. 1038 e/u e/u Z 00'0 (11)L 00'0 8M 83A LOUT SSaj ;S deM . 0'0 1138 091 666< L 40'0 (l1)Pen OZ'0 38 SZ' L 100 Jagwnl 01 1031 06L/44Z O&M on 666< L Z0 (11)lJeA LZ'0 31 9Z' I. 10(1 duo a;eld 0'0Z 1131 dI21O S31Vld P/1 11aP /I ( u! 1d30 1S3 0 - $NI3VdS (1sd) ONIay01 lebP3'0 9 :Z1 — (A')() WV() eleld I 0 p I = Sxz 4 L Ilted i z N 9 W g :J N S zII 00L ril 9 0Z:L = eleos 0 0 I 0 1 0 I 8r4HZNALP4dme0 89011X£ FMCIAA80 IIf Ow - XNNOANOSuSNwzxM9zn6L1Do£Z34 :01 1 abed 91OZ 60 :SZ:L1 EL 1dV peM .3u1 'seulsnpul>Ie1W 9LOZ 6Z deS S 049 " (leuo;ao) aouaJe1eJ qor l 'apinuos laer sagddng 6uiplin9 6wuuey( 1 E uedo-)per Lzr 9ososIr ' LLOL£481 eouaplset! uwa a Ald A1D sal ssnll ssrul qor O1.99E id'edwel 4 0 PP UoxaV'ZL IIfl P'18 lse3 aWe ' I S "lee�1S sel'N 8J4 yo b y!ysul a {q w d ssrul 3µ aol!ono 113!13111131411! Alayos d b069 luauod 6 ulplln9 !SOS Puo 68 oPaNiJ ' A4l 1E3 o ZZ C lldl%ISNtl aa •swaysAS nnµ puo samul yo upoyq puo 110! {oaye /uan •uo! {oopooy a t e 6u!pJo6eJ eouop!n6101eua610 j 'abowop AyiedoJd puo AlnN! louosied a q!ssod y9M esdgpo yuenwd oy puo Ayy!goys Joy pannbei sAonyo sl j - y y 6upoiq {ueuouuad puo Aiojodwej !ouo!y!ppy 'Apo sregwew pJoyo io /puo qeM 55nµ !onp!n!pu! yo 6wgonq we/aid oy s! peloo!pu! 6upoJ9 •u6!sep 6u!pGnq 'piano all oyul u6!sep NI eloadJoou! Apedad puo sralewojod u6!sep yo A4!l!goo!lddo au; /yuen ysnw ieu6sep 6u!pl!nq eqy •esn atom •walsAs nnµ o I III you •yueuodwoo 6u!pl!nq pnp!ypu! uo Joy 51 puo 'uMOys sJayawoiod uodn Aluo pesoq s! u6!sap 5!141 •SlOpeuu00 VIaLW Lynn Apo asn J04 peon u6!sea •Sn 3HOd3a SLOZ/EO/DL 'naJ ELPL 3011d 33N3213d3a N311W 030n1ON1 ONV SKI NO S8LON One pue vaLawejed uflsap AyuaA - DNINNVM I 1 9I.On I. I!JdV 1 :Kea O19EE l3 eduel'PM8 lSe3 Wed 4069 17E99 WO ld '31 'vSn maim (91. 08£6£'oN3dluegro1i sewoyl 'S L =d) =S (Z= 8'Z =d)9= 41. ( sZ= 8 ' 9Z= d)0S= E1. (4Z 9`4Z d)84 ZL (61= 8'61 =d)9£ =1.1 (4L= 8'4L= d)L41= Ot :Pe n �0‘11-3 ` t/ N p j It ti, OZ 49 gl 4-1 0n , lu0ouo0 • ,N\ SS , j ♦ (pd) speol IwoguO ` .• \ I_! Q . • •,• � ♦ ♦ 9Z L =asearou e1eld 'SZ' L= aseaI3ui jegwnl :(peoueleq) anll 400J + pearl ( L : ♦�„ ��1aP., �� '15'11539 (S)3SVOOtlOI � � • ( moeq Lo (d) 31131; Se palm 918 ssrul ay e; ; ;o Oo 0141 of pOgdde 5'531 '113;305 (S)3SV0 OVOI Pip 111 (8 i a - = 'ile4aa 1IVN3O1 - 1S 5 ,)1 0 1!1414 0110191 sI!elep wow Lod 'slleu - ao4 (,,SZ'Ex.841'0) pZl - Z Jo („£x„841'0) POL saleolpu! .,a3lIVN. (L 'ssnJ) s141 ;o (Asap pue sIs1(leue au; ul pasn sem lapow !pa; pua Lagwayy „shay pax; yl!m s )(eaJggO4!d'1611 -lwag, (9 • '9 lwof le luldn ql 86 pue C8£6e 91N Z• Z 3 g!1dn ql Z91 '4lu!of 4 ql LOL Bulpue4sg4!m ;o algedeo amid 6uueaq ()Ism) ;o (51014;3 (q) uoI oeuuoo leoluegoew ap!Aeud (S ♦ % .suo!oeuuoo ssnjl o3 ssrul Lo; (s)1apn6 o3 La;aa (4 ♦i♦ � 2 ••, J \ • y 4% . sjegwaw Laq;o Aue pue ployo wouoq 0143 uaamlaq l; �• to N 3 n • • •.•• O � ` ale ∎ ll!m ap!m 0 Lq 11E4 0 al6ueloaj a 010ym seam 95 Li! pimp wonoq NI uo;sdOrOZ ;o peof OA!I e Lo; pau6!sap uaaq say ssnL4 s141, (£ I b 11 1 1 5 4" O s •speol ayl 101430 �(ue 1 3u 1!M 0LLnouoouou peof On!I pimp wonoq;sd 0 a Lo; pau6lsap ue 1. q - -100 SW) S e d (Z 09' L= - I00 1 agwnl 'pasodxe ;q6p pus ga1 leo;Lan pua ' pesodxa ly6u pus gal Lanal;ueo '(leuolloanp) SNdMn :91'0 =!dO0 '•13113 'O dx3 ! I I 1 144 =oAea 144Z =1 :0917=8 'l1SZ = ! ;sd0'£ =1008 !1selZ17=1001 !ydw LO L =Psen (lsn6 puooas -£) 1 1dw0£ 1=llnn 'O1 30Sv !PIMA ( L - S31ON 81E/69£ =9 S83M SS£ /06Z =9 L 'SSE/06Z L '99C/06Z '9S£ /06Z =£ 1 OMOH0109 LZZ/L4£ =1 L '£LZ/EVE =11 '99Z/96E =0L 0210H0 dOl 'umo14s uaym ldeoxa ssal 10 (ql) OSZ saoJO) 11V - •uej . xen/•dwo0 - xen - (ql) ' S3011od (LL 0l)Z£Z =S (LL 0l)L6£ =Z' (L 01)9Z1.= PASJ0xeyy (8 01)86 - =9 18 0l)Z9L =Z (8 01)L01 4u!Idfl Xen (9 01)9 LZ =Z zJOH =VI 1eo0uegoeVv6ZZ= 9 '9 L Z'Ieo!uegoa14y /gZL =4 (azls /ql) "SNOI10V321 •ap!n6 uoIellelsul Laz!1!gel9 14l!m aouepl000e u! '113113010 ssnll Buunp papelsu! aq 6uloeLq ssoiO paJ!nbaJ pue arez!I!ge4S 45144 spuawwooaJ maim Z'oN dS 4xZ S83M - Bupejq o0 0-0-01 Jo palldde Alloanp Bu10ao P! a2iOH0 108 Z' °N dS 4xZ 0210H0108 •sugmd o0 91 -9-9 Lo pe!Idde Alloailp 6ulyleays !mom le1nlon14S (HOH0 d01 Z'oN dS 4 0210H0 dOl - ONI04/218 - 2138Wl1 %OZ =1d ql 14 !1gbloM (n LOOZ1d1/4LOZ08d aP 0'01 1008 e/u e/u S 10'0 (ll)z 91'0 8M ON Lou' 550 49 doll . 0"0 1109 091 LOZ< 6 L9'0 (11.4 L9I0 08 9Z• 1 100 Jaguar' 01 1001 061 /44Z OZln on 9Z9< 6 ZZ1) (11)Pan Z4'0 01 SZ' L 100 duo eleld 0'0Z 1101 dRIO S31tlld pn IIaP/1 ( 0 I) u! '1d30 'ISO 0 - 0 - Z - ONI3VdS (lsd) eNiavoi 4 - 1 - 0ZJ — (A)0 5 4 05 110 eleld L - 0 L - 6 I I L - 6 I - 4xE 031IVN 031IVN 031IVN g 031IVN 031IVN CM — IA's 3l NOM 9 91. 81. EL /i ( 1 1 1 i i el- l ► 1f � I? ii Z 01 031IVN (131IVN r+ '' ll in E 031IVN o 4x0 031IVN ZLI 96'8 Z 0311VN 031IVN EfIZ: L = eleoS 4 Z 81 01 1 L - 01 - 6 1 41 - s 1 WWI Lf421z8aS4HfANZIQIMb .1010M21o(e11Ixard LAALH03 WOANOSusNwzxM0zn6gzxo£Z34:01 1 86ed 910Z 01. SZ =L1 £L idV PeM 'oul 'Sepeep111 meimy 910Z 6Z deS s 089'L id 'ell!nuosyoer 'se!!ddns Su!ppng 6u!uueyy (leuopdo) aou8J04aa qof L Jae dill !euo6e!0 ZZf 909091f ' 1 pn 9101.E88.1. eouep!saH ;male Ltd A4O adRj ssrul ssnyl qo0 1 • 01.99E Id'edwel ' P IEZZVA 'oupuoxeiv'ZLE °WS 'lea4S eel 'II ell elnINsul atom ssrul uolyouuolulAMWS pn!g Ise3 94Jed 5069 4ueuodWO3 6 u!Pllna MOO puo 6a Mono Lldl%ISNV oes'sw9ysAs ssny puo sessn4 yo Bu!ooJq puo uo!y3910 AJen!!ap'060,0 {5'uogoougoy ayy 6u!p1O6eJ e0uop!n6 !o/aua610j •s6owop AyJadoJd puo AJnfu! louOSJed oIq!ssod tam esdogoo yueneJd of puo Ay!lpoys/0; p0nnbe/ sAom{o sl all w 6upoiq yuauowiad puo AJoJodwey !ouog!pPV '/ siegwew pogo Jo /puo gem 5504 !onp!ypu! y0 Bu ppnq yueneid o{ s! peyoo!pu! Bu!Oo1g •u6!sap 6u!pgnq . !!aien° oyy ow! u6!sep s!y{ e4oJodJoou! Apedo/d puo s1alawojod u6!sop 40 A4!ligoogddo ay{ /wen ysnw Jeu8!sap 6u!p!!nq eyy •esn 910199 'we{sAs ssn4 o {ou 'yuauodwoo 6u!p!!nq !onp!ypu! uo 10; 5! puo 'umoys vveleworod uodn /quo posoq s! u6!sep 5!151 •a0{o9uu0o 99j5515 yy!m puo 9551104 pgon u6!sa0 3Sr1321Od98 SIOZ/£O/OL •nal £15L 3O Vd 30N3N3d321 N31IW 030fIONI ONV SIHW NO S3.LON Ot✓32l Pue s alaweJed u5lsap A{uaA - ONINNVM / 1 9101'£ I- I!JdV :eta OWES 1A edwel - PAI9 Ise3 Wed 1 6699 WO "1:1 "el 'tlsn )euw ORE6E• 3d IUegIV V 9881041 ��0 Np js ∎i .4` :$`1j • I:1 0 • ‘)>% • O9 £ 6 £ o N semis ems) u6!sep pue s!si(!eue ay; ts peen sem Iapow Apxg pus Lagwayy „shay pax; y ;!m s>feaJg40 1!d p!6u -!w9S„ (g Z • � S • • �� lu!of ;e ly!Idn qI 611 pue E;u!of se lyldn q! Eg 6u!pue;syi!m ;o a!gedeo ele!d 6uueaq o; ssrui ;o (slaw) Aq) uo! oeuuoo Ieo!ueyoaw ep!Aad (S • � 6 • • • • N • O`e • 'suo!Oauuoo sews o; sera; Jo; (s)/apn6 0l Ja;aa (4 / � j� (97 . � � `% 'slagwaw Jay;o Aue pue pow wouoq ay; ueeM4eq I ,, II!m ep!m 0 - 0 - z Aq gel 0 -9-£ i6uesoo e lBLIM e i e iie Le pimp o ou eq4 u pow wouo sd o peo OA!I a /04 peu6us u aq say ssrul !s41 • (£ "spec)! ! 43 Aue 47 3 P I I 0'01 ; P P sal 4 ssrul 41 (Z 09' 1 =100 dub eie!d 09' 1 =100 Jagwnl !smogs suogoeei Jo; SIdMIN seoJo; pue siegwaw Jo; 0- 0:pesodxs pue us! Ie0!peA pus : pesodxe ly6u pue ga! JeAeigueo :auoz 4 0 ; Z (1)J 'Z - L - 1 0 3 p1 - 1 - (Z)JOUa)g 0 -0 pue (Ieu0110e !P) SadMIN '81'0 =!d00 '•!ou3 :O dx3 '1! ';e0 314 =eAee :gpZ =l 11917=8 92 =4 ';sdO'£ =1008 4sdZ'p= 1001 :4dw 101 =Psen (isn6 Pumas 4dw0E 1= Ann :01 - L 30SV :Pui (1 - S3.LON *smogs usym ideoxa seal J0 (ql) OSZ seoJO; II`or - •uel 'zesty/ dwo0 'zesty - (ql) •S3021Od (£ 01)9L =4 (1 o1)86Z =Z '(L 1 01)601 =£ AeJO xeyy (Z1 01)611 =Z'(Z1 01099-= E3;!Idfl xeyy (Z1 01)691 =Z Z1OH xeyy !eo!ueyoayy /44=4'9 /861= Z1eo!ue4 =£ (ez!s /ql) 'SNOI1OV321 "GPM uogefle;sul Jaz!I!ge4S 40 eouepi000e u! 'uo!40aJa semi. 6uunp wimps! eq 6u!oejq scam pailnbeJ pue sJaz!I!geiS ley; spuewwooei rim '6woeiq 00 0 -0-01 10 Pagdde I(g0aJ!P 6u!I!ao P! O210H0109 Z•oN dS 4x1 0210HO 108 •su!und co 0-0-g Jo pa!Idde AIl0Snp 6u4111eegs poOm IeinlonJ3S 0210HO dOl Z' dS 4x1 02101-10 dOl - ONI3V219 - 2138Wf11 %0Z = Id ql 61 1 34 619 M (W L00ZIdIIP10Z08d 0 P 0 0 0'01 1009 e/u e/u Z 00'0 (lflzJoH 00 0 8M S3A nu' scans dab • 0'0 1139 091 666< L 40'0 (11)3 OZ 0 08 sZ' L 100 mourn 0' 1001 061 /44Z OZ.LIN 04Z 666< L Z0'0 (11)IJaA LZ O 01 9Z' 1 10a duO eleld 0'OZ 1101 dI210 S31Vld P/1 IMP/1 ( u! - 1d30 'ISO 0 - ONI3VdS (;sd) ONIOVO1 1ebP3'0 - S - 07.1 — (A'X) S3as110 eleld 0 -0-s -s 5x1 4 Z 9 b t s Z1I 00L 11 `' WOZ: L = sIenS 0 01 045 LrPdzgaS14ifAV41 LdM° LIO(OMNOie111xard LAALH03 W0ANOSu :01 I abed 9LOZ 01:SZ1I EL AV PGM ' 'eewenpu! Asinfi S LOZ 6Z dog s 0491 11 9l1!nuos5per 'sagddns 6up!!ng Buiuueyy (leuogao) eou9Jalqa qor 1 z Per Jews° szr 80909 lr 6IOL£481 a dd semi send qor eouap!sa21 >7�g AId LiD 1 1