Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
31B-268 (6)
BP-2023-1694 53 CENTER ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 31B-268-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-1694 PERMISSION IS HEREBY GRANTED TO: Project# INSTALL RAMP 2023 Contractor: License: Est. Cost: 37800 MATTHEW HOWARD CS-042869 Const.Class: Exp.Date:03/16/2024 Use Group: Owner: JENNIFER NERY Lot Size (sq.ft.) Zoning: CB Applicant: MATTHEW HOWARD Applicant Address Phone: Insurance: 102 NORTH LEVERETT RD (413)522-2474 LEVERETT, MA 01054 ISSUED ON: 12/01/2023 TO PERFORM THE FOLLOWING WORK: INSTALL RAMP POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Ii+ i 7, - Fees Paid: $265.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner File #BP-2023-1694 z`Q APPLICANT/CONTACT PERSON:MATTHEW HOWARD 102 NORTH LEVERETT RD LEVERETT, MA 01054(413)522-2474 PROPERTY LOCATION 53 CENTER ST MAP:LOT 31B-268-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $265.00 Type of Construction: INSTALL RAMP New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: )( Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay tinViTTAIL. , se- 1 /) Sitature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. F----VE—CEI " NOV 3 0 -,, e I om onwealth of Massachusetts L. •ffic of Public Safety and Inspections I�t assa husetts State Building Code(780 CMR) �Bru o ;on f r any Building other than a One-or Two-Family Dwelling -This-Sec on For Official Use Only) Building Permit Number:423- IV/Cr Date Applied: Building Official: SECTION 1:LOCATION 53 Center Street Northampton.MA. 01060 No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building 031 Repair 0 Alteration ® Addition 0 Demolition ® (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 6d No 0 Is an Independent Structural Engineering Peer Review required? 4 uF Yes 0 No IZ Brief Description of Proposed Work:Exterior Ramp from Existing Building, 5'wide '+/-long with 5'x5' landing 240 sf. +/- ADA Rail System. With Helical Piers to be Installed by Techno Metal Post, CT. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4❑ A-5 0 B: Business ® E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4❑ H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA CI IB ❑ IIA ❑ IIB ❑ ILIA CI IIIB ❑ IV CI VA CI VB53 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Licensed Dis osal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be P required 0 or trench or specify: Private 0 or indentify Zone: or on site system 0 permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No❑ Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: • SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Jennifer Nery 53 Union Street Northampton, MA 01060 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Jennifer Nery - 413-38Z-9276 jen@jenhelps.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Matthew C. Howard 102 North Leverett Rd Leverett MA. 01054 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Company Name Matthew C. Howard CS-042869- Unrestricted Name of Person Responsible for Construction License No. and Type if Applicable Matthew C. Howard 102 North Leverett Rd. Leverett MA. 01054 Street Address City/Town State Zip 413-367-3461 413-522-2474 Hwwcontr@aol.com Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes IN No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)= 1.Building $ 37800,00 Building Permit Fee=Total Construe 'on Co x (I • here 2.Electrical $ appropriate municipal fact i r)= 3.Plumbing $ i OF 4.Mechanical (HVAC) $ Note:Minimum fee=$ ( • tact mu '- .. ) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 37800.00 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledgeo and derstanding. �� ` Matthew C. Howard �Zti Owner 413-522-2474 11-30-23 Please print and sign name Title Telephone No. Date 102 North Leverett Rd Leverett, MA. 01054 Hwwcontr@aol.com Street Address City/Town State Zip Email Address 1 Municipal Inspector to fill out this section upon application approval: 's' ,' _� 3 Name Date City of Northampton jjam rirJ Massachusetts 4t.• s 1 p : M 3 4 , y .'s DEPARTMENT OF BUILDING INSPECTIONS a: g , 212 Main Street • Municipal Building v•. :CC 6•, Northampton, MA 01060 r3` ,••• .�0 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: Valley Recycling The debris will be transported by: Name of Hauler: Contractors Signature of Applicant: \1\00•10 Date: L1` 30 -2,3 The Commonwealth of Massachusetts Department of Industrial Accidents • 1 Congress Street,Suite 100 , _�; Boston,MA 021 4-201 r. ,, www mass.go►ldia 11 takers'Compensation Insurance Affrdas it:Builders/('ontractors&Ekctricians/IMumbers. It)BE FILED W ITh "1HE PERMi7TING Al rriuntrirv. Applicant Information Please Print Letibly Name ttiusincssiOripnizationilndividualE Matthew C. Howard Address: 102 North Leverett Rd. City/State/Zip: Leverett, MA. 01054 Phone#: 413-367-2461 Are you an employer!Cheek doe appropriate boa: project(required):Type of 1.❑1 am a employer with eamplo„ee*COW1 ander part-limey' 7. 0 New construction 20 I am a sok proprietor or prartnenhp and have no employers working for me in $. ®Remodeling any carve(}_[No workers'pomp.'wagoner required.! 3 m0(am a ho euwner doing all work myself_[No wurlen'comp.neutr.'ur required]' 9. Demolition 4.0 I am a hom 'rwr and*ill he hiring evnttactors to conduct all weak on my property_ 1*ill i Q Building addition ey alattre that all eoggt kiun either have woolen'comps watMtrt insurance or are sole i I.®Electrical repairs or additions pftirpm-tors with nu employees. 12.0 Plumbing repairs or additions SO I am a general contractor and I lute hied the aubcontractors fitted on the attaches!sheet. I3.0Roof repairs These sub-contractors have employee.and have workers'cutup.gwrgance.. 6.0 N'c are a corporation and its officers have exercised their right of exemption per%l(iL e. 14. Other 132.11(4).and we have tw employers.[No workers'comp.insurance ft-twin:di 'Any applicant that cheeks boa#1 must also fr0 out the section below abuwing their v.Ink era'cwmpenation policy infonnatius. 'Ilumwwuers who submit the.afrnhasrt indicating they are doing all work and then hire outatde c nuactu s must submit a new at(tdat it iaiiendng such :Contractors that cheek tali'boa must attached an additional sheet show ing the n.une of the wMpmtractors and state whether or not those entities hat e employees. if the sub-eurtractes have employees.they mast provide their *taken'wimp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: N/A Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensatio•policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, ;<25A is a criminal violation punishable by a tits:up to$1.500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of pe that the information provided above is true and correct Signature: Di ac 11-30-23 Phone#: 413-367-2461 Official use only. Do not wri►e in this area,to be completed by city or town official ('its or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.('irtvrTOwn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I DEED PLOT AND SKETCH OF MONUMENTS FOUND IRON PIPE V' O FOUND �yc IRON PIPE C' 0 LOCUS REFERENCE w 4 BOOK 14660 PAGE 57 41 IRON PIPE A' Q OUND qt.;1 It 4i: PAINT MARK ON SIDEWALK MEASURED •• IRON PIPE A' OWNER: NERTENCO. LLC LOCATION: 53 CENTER STREET NORTHAMPTON. MASSACHUSETTS HOLMBERG & HOWE, INC. PROFESSIONAL LAND SURVEYORS 87 UNION STREET,EASTHAMPTON MA 01027-0945 37 DAMON POND ROAD.CHESTERFIELD MA 01012-0176 SCALE: 1"= 20' DATE: NOVEMBER 27, 2023 JOB NUMBER: 23-166 TILLS SKETCH IS BASED ON RECORD DOCUMENTS AND OBSERVED MONUMENTS. THE BOUNDARY LINES AND DIMENSIONS SHOWN ARE SUBJECT TO THE FINDINGS OF A FULL BOUNDARY SURVEY. CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD if 17'‘ Ai od" 'Iris ��' 0.A PO \1 Q 53't O. i'‘ * 11(11-- 146Y6 I" RP" P\'.., '', . �`.o��' �' I / / \.. /� , to kj.. ll 4e3 4 SIDE YAW.) Cl t-, , IDE YARD „ / :11 N, 4) .0:0 ,4 51 \,"' 6 1 58.3'f DEED & LA® OUT atd0 ' CENTER STREET 1 FRONT SETBACK FRONTAGE it * • . •Om oft ej • Ai ► t �1 /, o I iV* I► . • . .....1. . . Ilk I• 0 4 6,-46_ i I, i L*.4....A ovAlo + 4 1. i. - iiiiehi.* vrAiP7**4 ' 40.44, - .• : . *jet . b i . . . z r .. I i.0? -...., •$•••••, :-rr-Vr.."%rat .—.4 -_---_ -- - • ----/--- - -it . e.a.....a...x..........,N.n., lb. I .1 1 4— • '1' # . . iz kh I; .... .,..._ ....is '4 i,' • 41: 2. 7.... •- • ---- ,t.'e244 t ar..,,r4-7./.-.0',;-• . f i. ii ,! • 1 1 44.: t. ....1 , 1----1-—I-F------- ..,—--- - .,..,- -it • `• ....-c,..,.....-,-1 a--,-- _ ,,• •• • ,F4 1 0 I 1 E k i thlitr..C.,r_.11111'it il-E.', ; 1 1 fid,.. _ li- .., • 1 1 11 tr.Ciir-tiVPIII , --1 I u , ' ,• I r•Mitc:4101PIL VOW 11LOKAPIL 1 ' ., E14.>ir 4510C LW 116,104 ' Ilillb' 1 esar4TrittbDUS. I i E otErAterr:a 10 141'.144.11:2.'74 12 WA 34'.MAX 24" . ' • I 1 CALIT&DEDIPAIETER 161:41 1: L'4",iiiNt,7:' i 1 Itit.IRFACE FREE IX$.0-1APP•CFP AElkil•IVE i i I .1 i . ••;11 fa CAAAA1t4t St11111C.1 141106 UN I 1i7 t i P I tx.r.oitA poor a OWAP REVOrEal 11:41.“46 i44 IrTIDdit1111:11 ir a 6 0414 ECTICA4 Cf RAMP I NE.FER TD;41 1,cMI Z4 I V Cli1 Arg:TrIotow. 1 1 ; qtrAeFittUrtir1t t i i \ t t ' 1 t 1 1 1 1 1 i , t A . . l }- 4•-r-rr . k:. i t C ) it • ,. 1 , I Al:IA.:Et 41 ELf 1'le17/f. 114-141 E1111:1 r 4‘,... . • 0 . .......1 N . • -.• , • '' IIIIL-7.:7---. ----1-74- 1, -.' i • . . °Pi' ' cia 4 II . Ne !el ' Ah>fot eat \ _ ,, I., . ,., ,Fas,,i <ils-b)a ---.- -71-1-3-1r\ „ ....... __•___ . ---s.0144**1)(-0,4 1 7i. .11.:=..-.:-. 1-.:•--m-, _---- 1 ;1 1 tri;,, %,,,sl• , FR)I I C t , 11C3 I .i -Ill \ I ft 1 il\ 1 ill 11+--- - .----'i . t ' 1 'l 1) .1ili i I '. l i • 1 ! 1,ixr& I , , , i\-, >,‹ G., , . ' • 4 ... 1 _ • . u. _ l';;'..• . .. , .. . i • 1. Pie glra /fa Pa. , . ...:-.--7.--."`".-=.... 1 i.n 11 ! - ' • 11 W--. 5' 1 inO _ - k.. . _J ..4_, i 4' 8 9/16N 1./P i . I 1 .i.i.<7/LI . . e) 5 44 SOUTHERN N E W I Typical Treated Lumber Quality Marks—plastic end fag or ink stamp FOREST PRODUCTS DESIGN AWPA Standardized Preservative ASSOCIATION- VALUES m Q© o 6660 Rre set NNE,Sate 212 Mrtrses,LA 70003 mai)®stpa.org SouthemPine.com SouthemPineDecks.com (AWC Wood Treating Inc. II Anytown,USA(wwv..wetu;te.mm) Treated Southern Pine Span Tables grades ��I11 1111 AWPAUI U 38 aSoon roov r -° '1 u N an ve ex� as INI Tabtes i ihrou h 3 are abbreviated s an tables for ressure-treated Southern Pine visual No.1 andd "`'""`"'No.2.intended for use under wet-service conditions(floor/deck joists)where moisture content(MC)exceeds 0 1 6 78 010 19%.For other grades,loading conditions and on-center spacings,refer to Maximum Spans for Southern — O Q Pine Joists&Rafters published by the Southern Forest Products Association.Spans are given in feet and inches and are the maximum allowable horizontal span of the member from inside to inside of bearings. i S�?��e a S� 6 �8 otiond� preservatives per oil* Sreservative tandardizedfool Standard engineering design formulas for simple span beams with uniformly distributed gravity loads were 2 tTX-ES Evaluabon Report(Egg Number for 7 Treating Company a Location 1CC-ES Evaluated Preservative System a Accredited bispection Agency used.The calculated spans assume fully supported members,properly sheathed and nailed on the top 1 ANNA Use Category 9 Ctteckmark ol Quality)AWPA)or ICC-ES edge of the joist.Maximum spans were calculated using design values effective June 1,2013. 4 Exposure Category or End-useCmetldion Logo(TSR) ogo Eachpiece of lumber should be identified bythegrade mark of an agency certified by the Board of Review s wp mauve System ;D lopeora0 STrale enure or Company es 9 Y iwtwnan sue,Length,Grade,Species of the American Lumber Standard Committee,and manufactured in accordance with Product Standard PS 20 published by the U.S.Department of Commerce.In addition,all Southern Pine lumber treated with ICC-ES Evaluated Preservative preservatives standardized by the American Wood Protection Association(AWPA)or evaluated by the -A---9 International Code Council(ICC-ES)must be identified with a treated quality mark,either plastic end tag o.lspd�� or ink stamp. 0.sr� —e The conditions under which lumber is used in construction may vary widely,as does the quality of � _6 workmanship.Neither SFPA,nor its members,have knowledge of the quality of materials,workmanship , AeeTO gC 1 NI ') or construction methods used on any construction project,and accordingly,do not warrant the technical Mr ,r.USA --- data,design or performance of the lumber in completed structures. • 1TREATED FLOOR/DECK JOISTS 2 TREATED FLOOR/DECK JOISTS 3 TREATED FLOOR/DECK JOISTS 40 PSF LIVE LOAD.10 PSF DEAD LOAD.360 DEFLECTION BD PSF LIVE LOAD,10 PSF DEAD LOAD.360 DEFLECTION 100 PSF LIVE LOAD.10 PSF DEAD LOAD.360 DEFLECTION Size Spacing Visually Graded Size Spacing Visually Graded Size Spacing Visually Graded n inches inches No.1 i No.2 inches inches Nat l No.2 - inches inches No.1 No.2 w m, (actual) on center No.t Prime! No.2 Prime Iiii:hi I i on Center No.1 Prime No.2 Prime (actual) on center No.1 Prime No.2 Prime CC 0 12.0 10-4 9-11 12.0 9-1 8-8 12.0 7-8 7-3 LU H 2x6 16.0 9-5 90 2x6 16.0 83 7-10 2x6 16.0 6-9 6-3 % ) --- t 5 x 5 , -- _--_- (1.5 x 5.5) F- 24.0 8-2 7-7 24.0 6-11 6-5 24.0 5-6 5-2 Z 2x8 12.0 13-8 13-1 x8 - 114 11-5 12.0 9-10 9-2- (1.5x7.25) 16.0 12-5 11-10 Y12,) 16.0 10-9 10-0 (12x85) 16.0 8-7 8-0 CL 24.0 10-4 9-8 24.0 8-9 8-2 24.0 7-0 6-6 2 g • 12.0 17-5 16-2 lag&Selli 13-8 12.0 12-6 10-11 } 2x10 2x10 t 2x10 16.0 15-10 14-0 16.0 13-7 11-10 16.0 10-10 9-5 Z (1.5x9.25) (1 5x9 25: (1.5x9.25) Q 24.0 13-1 11-5 24.0 11-1 9-8 24.0 8-10 7-9 p-, 12.0 21-2 19-1 ' 12.0 18 16-1 12.0 14-10 12-10 2x12 2 1.2 2x120 16.0 19-1 16-6 16.0 16-1 14-0 16.0 12-10 11-2 U (1.5x11.25) - (1:5 1.25) - .5X11.25) 24.0 15-7 13-6 24.0 13-2 11-5 24.0 10-4 9-1 Spans were determined on the same basis as the code-recognized Span Tables for Joists&Rafters and Listed spans are for wet-service conditions,pressure-treated Southern Pine floor/deck joists.MC>19%. Wood Structural Design Data.published by the American Wood Council:concentrated loads and uplift Check sources of supply for available grades and sizes.Maximum spans were calculated using design loads caused by wind were not considered.Applied loads are in pounds per square foot(psf).Deflection values effective June 1.2013.SFPA does not grade or test lumber. Neither SFPA,nor its members, is limited to the span in inches divided by 360,and is based on live load only.The load duration factor, warrant that the design values on which the span tables are based are correct,and disclaim responsibility CD,is 1.0. for injury or damage resulting from the use of these tables. 1,0 7.1441 acou .. r- tstwr 1 -0,4 cv:..S1 ggf Ilea1.1 CAP iNter,17;.:*1 fr4f.:AZI•Z.VC Pr. ..4 ..:4Nurr. r linc: cgicfiitmca%.;,okt r,e..rxtY FIECA411.1:304:**Vt'L P.:0:31'ttkIt :PktivV'MLA P,..4:','i-ozT;t n TT.• l' ELAT.,006!..11.ast.:1 /) i/ , ,...'4"),• I ' 0.001 1-1-61 4,-/ ...—......-1/ :/I i A- ........4.4..1..........* •04.-... ...lips. rither!,...ter las.rail ;$,.. ,f P • 1 /,', 't .1 '''''''14'. [ a... ,• , ••"'1.,o i *,• IP 14 ] • 1 .,..-1. • '-.„..... i ft i 1 il a'.2 •,...... ill -,,.'. RA,,,,,,---......a. 1 ' ' '''"-•- 44,:ra ti it,trtr..' Pea...ell. , V ‘• •••• / 4 1 1-4. rr •-• i ' -41k—.' a Er oc vim m.ttri. i'l i , if 04.0WC,,Miltit er Co , 11 1; 1 I lila i;L:IY.X.12 P.1. STFV.14,:olit; 1 234,~CiP,AVilt , 00 11,4103elt«; i •i p ' , 1 1 . . • 4 l t" i ..-0 ' ' •WI.J., 4,mi,... I N, I 1 A .' . 7 1.1.,:0404 -' ,,:,-:-,-rtkKrar:-.xe.7.T i'f'...liktY"....it , a I f,; • •s.4 .. ' .---IY 4" I . 14ettti\t, 1 I IA-4 1 ‘. ' .' . .- r,0 i i •il il • 4 , t F tli 1. t t . 1..-0C0M6Ni ort.. 1 r 1 ) , t \ Picr,—Se..14AL. te ti 1 ..... t=et ..)-1,9 ; . , . Nip..