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Building Permit #747 - 174 GRAY STREET 6/5/2006
f �tOR7F� � O 7 ti A • 'moo „+' « i ++ran rF"M10 �,SSwCHUst1 Permit NO: Date Issued: TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received: o U IMPORTANT: Applicant must complete all items on this page 0 LOCATION— t? H 5-2 t L Pr t PROPERTY IOWNER t . I PM Print s, „ MAP NO.: /d ?_o PARCEL: TYPE AND USE OF BUILDING TYPE OF IMPROVEMENT flew Building ❑ Addition o Alteration ❑ Repair, replacement ❑ Demolition ❑ Moving (relocation) ❑ Foundation only ZONING DISTRICT: HISTORIC DISTRICT PROPOSED USE .One family ❑ Two or more family No. of units: n Assessory Bldg ❑ Other OF WORK TO BE PREFORMED YES ❑ Non- Residential ❑ Industrial D Commercial ❑ Others: Identification Please Type or Print Clearly) OWNER: Name: i i r -I Pic L. zrPhone %�1'o?20"6 8 Sol Address: 6 A L3uG� v12 ^' --018(31 a CONTRACTOR Name: a"J (0- Phone: Address: Supervisor's Construction License: 06CA3sq Exp. Date: I� S Home Improvement License: 1,3) 3 v Exp. Date: ARCHITECT/ENGINEER C (otJe� n Name: Phone: PtO5 l N'<< Address•i/ZZ (f.AJ It k W G• Reg. No. FEE SCHEDULE: BULDIti•G PERMIT. $10.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost :$ So x10.00=FEE:$ W 6� 37 Check No,: l f' 2 Receipt No.: Page Iof-4 I6!r /y2 7 L Location / / co, 5 No. Date 40RTh TOWN OF NORTH ANDOVER o - • OL Certificate of Occupancy $ Sr '+s' •' Etn Building/Frame Permit Fee $3 0 57 J4CHU5 Foundation Permit Fee $ ,/Od Other Permit Fee $ TOTAL _3s - % Check #�/ It �Ile, xi Building Inspector r- I TYPE OF SEWARGE DISPOSAL Tanning/Massage/Body Art 1-i Swimming Pools ❑ Public Sewer �J Well ❑ Tobacco Sales E' _ Food Packaging/Sales D Permanent Dumpster on Site I_ Private (septic tank, etc. Electric Meter location to project NOTE: Persons contracting with an is ter ntractors do not have access to the guaranty rmr�l Signature of Agent/Owner �-�"'— Signature of Contractor - Plans Submitted PlaWaived ❑ Certified Plot Plan ',LY S mped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING &-DEVELOPMENT - ----__ - ---- ` - ❑ COMMENTS COMMENTS �LQS []Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other DATE REJECTED El 2- DATE APPROVED DATE REJECTED DATE APPROVED HEALTH4 ❑ COMMENTS * Zoning Board of Appeals: Variance, Petition No: Coning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments `k Water & Sewer connection signature & date Temp Dumpster on site yes >< Fire Department signature/datez� f - Building Permit Approved and Issued b Pp : Y Page 2 of 4 Building Setback (ft) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided p' f �D �p` S6 ®f d 1 DIMENSION 7 5� Number of Stories: 0— Total square feet of Floor area, based on Exterior dimensions. J U Total land area, sq. ft.: 2,1/, yg i- 1►1U ■.WOM11D SPAIN GIII $!TI Doc: INSPEc,riONAL-SFRVICFS DL-P.ARS'MI-N'f RPFOIZMOi C7eaICd 'VIC. 111)."00o Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Pennit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) & Building Permit Application V Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses u-"' Workers Comp Affidavit o,' Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract 211"Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DE YARTMENTMFORN105 MORIN i • CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 747 6/5/061 September 29,, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 174 Gray Street MAY BE OCCUPIED AS Single Family Dwelling jN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. F. Certificate Issued to: Litchfield Co. Inc. 26 Ray Ave Burlington MA 01803 BuInspector g 10I 0- Q(qy APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit # ADDRESS/LOCATION OF PROPERTY: 12X 6 9A )� 6r Map /(I ? L) Parcel 6 Lot Number /5 SUBDIVISION G A,A V ST - DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: 9_a �,d 6 FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGFD IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNED CONSERVATION PLANNING DPW - WATER METER ATE CONNECTION NOTE ROUTING m Y, 2�Se�1 Zo�i� DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST Signature File: OC form revised 2006 I 6 z w W W r� t y C O m C o O N C V V CL C A O j m C =o o� Ea C/) ca o c Z c o o 0 'vim CD I -- r_ E mm Go , twi 3: e m N C m ' � •L C C r-, • N O � Iii E mo • � mm c N Q ^ � F-1 O O � �•N Z O la �r Q7 v O. O C F' m O C •C _ m :mai N y O � O CD W CCDa 0 $- e r • o w � .evN az Z V •� v tOa •c � O O �m 5�L* a m� O� L* A 0o �•� O V z C/) z 0 U Cf) 2 m E L O z CL O y O � I Ctm O■— ca Q "C O :— y Q> m m CD 0 CD �3 a� O Q O L O Q a to c eo C3 CD C z � C.3 h � C C cc COD Q LLI Y/ 19 W W N D A �, ' v iso (n v � •,��, � co C " G G Q+ DOO RA "a 'moo � „► w v a+ ,� G O �2 � (1) t y C O m C o O N C V V CL C A O j m C =o o� Ea C/) ca o c Z c o o 0 'vim CD I -- r_ E mm Go , twi 3: e m N C m ' � •L C C r-, • N O � Iii E mo • � mm c N Q ^ � F-1 O O � �•N Z O la �r Q7 v O. O C F' m O C •C _ m :mai N y O � O CD W CCDa 0 $- e r • o w � .evN az Z V •� v tOa •c � O O �m 5�L* a m� O� L* A 0o �•� O V z C/) z 0 U Cf) 2 m E L O z CL O y O � I Ctm O■— ca Q "C O :— y Q> m m CD 0 CD �3 a� O Q O L O Q a to c eo C3 CD C z � C.3 h � C C cc COD Q LLI Y/ 19 W W N GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS, ADDRESS, AND PERMIT (COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. FRAME: Fireblock - over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters - watch bearing at walls. Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate. Stair stringers - watch cuts and heal support. Joist hangers - fully nailed w/ hanger nails. Sill plates 2-2X6 (1 PT) w/sill seal. Girls - solid brick or steel plate bearing at foundations % " air space at sides in foundation pockets. Lateral bracing at ends. i { Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check. headroom clearances - stairways, under beams �°=} VAttic Access. (min. 22x30 w/3' headroom above). ,ry Crawl space access. (min. 18x24). btA— Bath exhaust fans to have metal duct to exterior (not in soffitf Firecode.S/R wood frame of "0" clearance fireplaces & stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. Yz of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces - "proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing - Smoke Chamber - Finish Smooth parging, clean joints, 8" solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Fxterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re -inspection fee - $30.00 (Be Ready). Certificate of occupancy required prior to occupying structure. 4-a !�7 7 'f, �/ - Tr 0 k 1.26 _ac- 12� C4 m m m m m m y mm C) H CA d d ZI O az y O CO) ? O �- y a� 0 C-) o v cD CL � O Cr CD Er T CD O CD C CDCD y CL v CCA —• o co C S v CA O CD Z CD O O CCD IVA z° di qtg00 5, O c g -R a �d = I4 mq CE Oy 3 • On C " m c . = Ol Rtm N T m o_ , m ON rrf 40 m O y O 5m m = � CD m a 0 z5.� OHt O = N • ao CL c m SR4 . n off• ? C N ate. C Wa m NN m IEE _ I1 O D .� N 'O m y i � O Wim: H dm: a"o nC 0 R coo: moCD: W 0 ly ccn w p�q �' 0 Cr: w G z w n 7d rr 7n 7 to d H cn ^. ►n ry0 H M O C 04/24/2006 MON 12:01 FAX 17812709406 Litchfield Company -)4 NO. ANDOVER TRAILER Q001/013 too c szoz •ON RON 99:6 NOR Sou/n/to The Commonwealth of Massaohuseft Deparf hent of lndusWel Areldents Office of Invowgad/ons Boston, Mess. � 02111 Woftre CompWdsativa lasrsarroe AMM4 I am a tmmwwner performing an worts myself ---_--I-am.axcrte_proprieac�d have no cne in arry cpadty_ -- I ern am mf'rtplayer proNidi workers' oompwwaiion for my mVtgew woM"9 on -*W job. e 1 ey 0 • 0A - t et to saonle caverage ad r*quhW urtdor G6dcn 2EA or MQL tee can tmd to the NnpwWM d airs M peMtd" Qf G ft* w b $IXWA and/or one yedra' lkutJatlm �A SRP mad i�f7�.QQl� meq' r I unda+vWd that a aapy of 1* atdmwA "v be kmwded toths Offloe d IMM%0M d the MA for cWwdP wars 000n. a Ido h a moby undarON pWw MW arpej uy dw a rek^rrmMmpmvldedabovels*w endaanaot Slgnsk fS _ Gate oi4_ �p Print name . of�otet use arty do not write fn tl+la dreg to ba' �atnpletepdrbY.�d/tp town ata MY �VRit C_P[{iGVb�r��C� d HurlcNrtgr � [Check Ef kttrrradlete raspanse is reguked © Ubermfiv Bwld seleattrtan s 0*9 conmot person: Phone # . 0 Health Depa►t1 Sr# D Other £d Wd6Z :80 90OZ t72! •-tdu Z0b0SL68L6i : 'ON XUA W08 Ase-emaosaa U aalA "ARD OF OWWWO REOIX-A1TIQN6 I,:ieetiee: NSfiRWCTIQTI Iti13itWlBOR Numba�j - 068639 lienalp B iww ++ 1 FORD ft. B.uklNGTON, {SIA moi% !!oanaonamruear a�.�cau/u�eeQi ! l Board ul1{uildifig I(quIIIllnlu and.iArds I HOmcI OVEMENT CONTRACTOR 1 I Re ^ 1 9:;02 '2007 Ijj X vitlU2if 4 i i JOSEPH PCUR JOSEPH CURRI :y 1 CRAWFOR0 Ri, BURLILNOTON. fa;, Administrator ................... _:.......... f ' 'v and 110141U04U0 Llrcniiela Company NO. ANDOVER TRAILER Permit Number REScheck Compliance Certificate checked $y/Date 2000 IECC REScheck So$ware Version 3.6 Release 2 Data filename: Untitled.rck __.__ PROJECT TITLE: CL -330 CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family WINDOW/ WALL RATIO: 0.17 DATE: 04/24/06 DATE OF PLANS: 04/24/2006 PROJECT DESCRIPTION: Juniper - 28 x 40Colonial 16 x 24 Garage 3" x 12" Front extension North Andover, MA DES IGNER/CONTRACTOR: Litchfield Company, Inc 26 Ray Ave Burlington, MA 01803 COMPLIANCE: Passes Maximum UA = 487 Your Home UA = 442 9.2% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o. c. Window 1: Vinyl Frame:Double Pane with Low -E Window 2: Vinyl Frame:Double Pane with Low -E Window 3: Vinyl Frame:Double Pane with Low -E Window 4: Vinyl Frame:Double Pane with Low -E Window 5: Vinyl Frame:Double Pane with Low -E Window 6: Metal Frame:Double Pane with Low -E Door 1: Solid Gross Glazing Area or Cavity Cont. or boor Peri er -Value -Value Umfacter Ufa 1170 30.0 0.0 41 443 30.0 0.0 15 1598 23.0 0.0 60 219 0.370 81 12 0.340 4 144 0.370 53 14 0.350 5 37 0.310 1 f 18 0.340 6 20 0.350 7 [a 007/013 -- ��• —• �����aY�u J—LLUIil.tetu WHIPally 444 NU. ANUUVRR TRAILER 19008/013 e Door 2: Glass 40 0.400 16 Wall 2: Wood Frame, 16" o.c. 1218 17.0 0.0 78 Floor 1: All -Wood Joist/T russ: Over Unconditioned Space 932 19.0 0,0 44 Floor 2: All -Wood Joist/T russ: Over Outside Air 636 30.0 0.0 21 Fumace 1: Forced Hot Air, 85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements RESch Version 3.6 Release 2 (formerly MECcheck) and to comply with the ' mandatory requirements listed e VX Inspection Checklist. Date -2 —06 L.1l,Ulllltllu %'UHIYt111J' 444 nU. AADUVER THAUER Mcheck Inspection Checklist 2000 IECC REScheck Software Version 3.6 Release 2 DATE: 04/24/06 PROJECT TITLE: CL -330 Bldg. ( Dept. Use I 'I ] ,I ] L Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-23.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-17.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame. -Double Pane with Low E, U -factor. 0.370 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ } No Comments:�� 2. Window 2: Vinyl Frame: uble Pane with Low -E, U -factor: 0.340 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ } No Comments: 3. Window 3: Vinyl Frame:Double Pane with Low -E, U -factor. 0.370 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ) No Comments: 4, Window 4: Vinyl Frame:Double Pane with Low -E, U fictor: 0.350 For windows without labeled U-fictors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ } No Comments: 5. Window 5: Vinyl Frame:Double Pane with Low -E, U -factor. 0.310 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 6. Window 6: Metal Frame:Double Pane with Low E, U -factor: 0.340 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break?[ ] Yes [ )No Comments: Doors: 10009/013 Lg Ulu/ UlJ 1. Door 1: Solid, U -factor: 0.350 Comments: '�J j_ r_y 2. Door 2: Glass, U -Factor: 0.400 Comments: l tf e_A. Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: _ % sT , 2. Floor 2: All -Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: /�?pt0 H"5>< CA—fLf& "A Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 85 AFUE or hi her Make and Model Number -------------------------_ ----- Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. ( Vapor Retarder: [ ) ( Required on the warm -in -winter side ofall non -vented framed ceilings, walls, and floors. I ( Materials Identification: [ ] ( Materials and equipment must be installed in accordance with the manuficturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals ibr all installed heating and cooling equipment and service water heating ( equipment must be provided. [ J ( Insulation R -values, glazing U-fictors, and heating equipment efficiency must be clearly marked on ( the building plans or specifications. I ( Dpct Insulation: [ ] ( Ducts in unconditioned spaces must be insulated to R-5. j Ducts outside the building must be insulated to R-6.5. { Duct Construction: [ ] ( All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), I mastic -plus• -embedded -Fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. ( Exception: Continuously welded and locking -type longitudinal joints and seams on ducts ( operating at less than 2 in. w.g. (500 Pa). [ ] j The HVAC system must provide a means for balancing air and water systems. 1 ( Temperature Controls: [ ] ( Thermostats are required for each separate HVAC system. A manual or automatic means to ( partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided. I ( Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ( water heater has an integral heat trap or is part of a circulating system. [ ] ( Insulate circulating hot water pipes to the levels in Table 1. U4/24/2006 MON 12:04 FAX 17812709406 Litchfield Company 434 NO. ANDOVER TRAILER Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. 0011/013 -- -- ---- -- +- -- �•--- +•..+�. .. .. +.. .. a,i ....aaa i.v.av vvu.ruaap �.� ♦.v• Cf V 1% 11\AILaL J% L}J V1L./Vla Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Tempera= ( F)( F) Up t " Up to 1.25" 1.5" to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range 2" Runouts 1" and Less .25" to 2" 2.5" to 4" _ Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (fpr feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 04/24/2006 MON 9:21 FAX 17812709406 Litchfield Company 444 NO. ANDOVER TRAILER IM008/028 Project Number & Title: CL Zip - Lm �2, �/�n ov k�z Calculations for Floors LXW■Area Area of floor over unconditioned (unheated) space (L X W) t-fL)vSrr„- i31SN��iti�r C)NLY 28 Y -3Z R32 Area of floor over outside air (L X W) 2- = Lo Z�Z � 11Z x(z) �- Total = Il ct 3 Z rA ovaccx 1 . Ca 3s S Total = 04/24/2006 MON 9:21 FAX 17812709406 Litchfield Company 444 NO. ANDOVER TRAILER Z009/028 r. Project Number & Title:�- D O3.9' 3 4'1' D 45 M 49 M 51. tSi Calculations for Windows & Doors Table of areas for Double Hung windows Table of areae for Casement windows APPROXIMATE WIDTH APPROXIMATE WIDTH 1'10" 2'2" TV f8" 210' 3'0' 3'2' 3'4' ST 1'8" 2'0" 24° 210" 3'p' 3'5" 47 4'9" 6'0° 6',26 7,41 8.54 9.11 9.78 10.25 10.92 11,38 11.96 6.87 8.13 9.38 10.0 110.6111.25 11.88 12.49 13.13 7,.47 8.85 10.21 10.89 11 .67 12.25 12.93 13.60 14.29 8.18 9.57 11.04 11.78 12.62 13.25 14.10 14.71 t5,58 8.80 10.29 11.88 1.2.67 13.57 14.2515.16 15.82 16.75 9.30 11.02 12.71 13.56 14.39 15,25 16.10 16,93 17.79 10.03 11.74113.54114.45,15 6.68 16.25 17.28 18.04 19.09 z&b «( Calculation table for D.H, windows Unit size Area of unit X quanRy = Sub Total tv,� 5s 4 . 1-06 22. 1 5.66 1 6.0 ............. .. S� )15sxzi2 12.0 3.26 0157, 4.66 5.43 6.59 6.99 7.96 9.32 11.07 13.98 4.25 5.01 6,0 6.99 tv,��q 9.0 10.25 08 •sty Zcvx3� 18.0 t $7 a ZC� 13 9.67 2( 11.68 13.67 16,23 20.5 2,vJ Total Calculation table for Glass Doors Unit size Area of WE X quanRy - Sub Total 4o i 'total Calculation table for exterior doors !1 DoorsizeArea or unit X quanRy = sub Total ,S 30/ &2 I CEJT I t 2'6" = 1657 5'0" = 3335 Total L 2'8" =17.81 6'0" = 4040 3'0" = 20.0 8'0" = 5336 Area of various doors W811 height) 2.83 3.34 4.0 4.66 1 5.66 1 6.0 6.83 6.0 9.5 12.0 3.26 3.89 4.66 5.43 6.59 6.99 7.96 9.32 11.07 13.98 4.25 5.01 6,0 6.99 8.49 9.0 10.25 12.0 14.25 18.0 4.84 5.71 6.83 7.96 9.67 10.25 11.68 13.67 16,23 20.5 5.67 6.68 8.0 9.32 11.32 12',0 13.67 16.0 19.0 124.0 7.08 8.35 10.0 ill,65 14.15 15.0 17.09 20.0 23.75 30.0 7.67 9.05 10.83 12.62 15.33 16.25 18.51 )1.67 25.73 32.5 Calculation table for Casement wlndows Unit size Area of unit X quanRy = Sub Total Calculation table for other glazing Unit stze Area of unit X quanity a Sub Total L% .Z Sr 25- IA 03(01 r t-7.5 2N Total , `I Calculation table for other glazing Unit stze Area of unit X quanity a Sub Total Total Calculation table for interior doors Door size Area of unit X quanity a Sub Total .61 S8xZ� .Z Sr 25- IA Total Calculation table for interior doors Door size Area of unit X quanity a Sub Total .61 04/24/2006 MON 9:22 FAX 17812709406 Litchfield Company 444 NO. ANDOVER TRAILER ij010/028 Project Number & Tltle:-3p Calculations for Square Footage of Falls A A _ I H lei Floor Plan p 2nd Floor Plan H3 Cs (= p C G I E Perimeter i (Pi) _ A + B + C + Perimeter 2 (P2) = A + B + G + p 2nd Floor 142 p+E+F+G+H PI X HI = lot floor wall area (Al) "l P2 X H2 = grid floor perimeter area (A2) I let door P3 X H3 = 2nd floor wall area (A3) r - Al + A2 + A3 = Total wall area �ectfon Wall calculations Work ,Area iSr t=�2 56If33 Zb+28 g3= t�b•CBl9 lig •G(o � 8•(Jct = �,.t�t-f5 3to �....J #-{ur o o rt ooa _- y� Go -2 40 k 40 A- 28 c 3� 8•oI t t ov 2A k, 5_%`_.t. I �•� Sub Total t5�i t5 tet tG Window Total Sq. Ft, area to be deducted = 32(e•�'1 �, �� Exterior poor Total Sq, Ft, area to be deducted = Zv -- Total = (ZSIli`i3�3 04/24/2006 MON 9:23 FAX 17812709406 Litchfield Company NO. ANDOVER TRAILER IA011/028 v Project number & Title: 1...�,~ Calculations for Square Footage(s) of Ceiling(s) �A; C va died or -Cathedral (a!4 ----------- 5ectlon Length L) Ll + L2 + 1-3) X W = Area --------_-+- Width LXW=Area PlanView Attic Access Area Work Area Calling area calculations 1'Yl,►a� +n- 'Z•n FL-eGrL : Z 12 p 3xt2 3(� z -x 2 k i1Z KZY- i ,Ayln L6y 11 too 13.�� X0.5 k[3•�'7+f�•5=Z(o-�`� ZCp•(o? IU' LJ2-(C,-7Z. ,Dryri4y RM 11� �- r� ► . L> lj 1.5 Sub Total = l iCQ 3 zZ Attic Access to be deducted Skylight Total Sq, Ft, area to be deducted = — total = ! 13 . Z 2•- f/3G/19-� B�aoor� aoo� �nQoo� aa�o��000�o ao�o 1 b; 14 Professional Land °Surveyors & Civil Engineers // ESSEX SURVEY SERVICE. 1958- 1986 L�l IZ OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885- 1972 PLOT PLAN OF LAND LOCATED IN h1j9tW Atifll& MASS. 7 7-f49�9 Sf �19 GLL-&TzA/) L l kr- &,//Y l ,e,6 9 PSG esZ'm / N N12� /i v 16 76 � ls,�a lei �3 ZONE: R 2 LOT AREA: LOT- FRONT' GE : I S Dir FRONT YARD: fi SIDE YARD: '-"ej F� REAR YARD: lr SCALE: % li 4d DATE: Ad2[ 9 L on to I hereby certify to the lfz;,L 12 Building Inspector that the prolb - posed construction shown conforms to the dimensional�1iD� l/�71 ni orf � �. "14 ¢A /Q a CHRISTOPHER ,, R. MELLO �f fVe. 31317 o t REFERENCE: BK PG istopher R. Mello PL 1��3 104 LOWELL STREET PEABODY, MASS. 01960 (978) 531-8121 FAY- 1Q7R1 .Rg1_.rg7n MILLER ENGINEERING & TESTING, INC. GEOTECHNICAL / SOIL BORINGS / ENVIRONMENTAL / SOILS / CONCRETE / MASONRY / STEEL / ROOFING / ASPHALT INSPECTION Mail all correspondence to: 100 SHEFFIELD RD. • P.O. BOX 4776 • MANCHESTER, NEW HAMPSHIRE 03108-4776 • TELEPHONE (603) 668-6016 • FAX (603) 668-8641 May 1, 2006 Mr. Joe Currier LITCHFIELD COMPANY, INC. 26 Ray Avenue Burlington, MA 01803 RE: Subgrade Stabilization Lot No. 15 (Gray Street) North Andover, Massachusetts Project No. 06.104.NH Dear Mr. Currier: On April 25 and 26, 2006, a Geotechnical Engineer from Miller Engineering & Testing, Inc. performed a geotechnical assessment of the stabilized subgrade below a proposed single-family residence on Lot Number 15 on Gray Street in North Andover, Massachusetts. The purpose of the assessment was to visually verify that the subgrade appeared adequate for supporting the. proposed structure and backfills. This letter is a report of our findings. Site Observations Upon arrival at the site on April 25, 2006, it was observed that the base of the excavation of the building footprint had been lined with geotextile filter fabric, approximately 12 inches of 3/4 Crushed Stone had been placed on the fabric, and the filter fabric had been wrapped over the top of the Crushed Stone, in accordance with our recommendations. One area of approximately 25 square feet in the vicinity of the northern corner of the building footprint appeared to be unstable. Upon excavation, it was observed that the subgrade soils within this area had formed a "balloon" up into the Crushed Stone. Less than 6 inches of Crushed Stone was observed overlying the bottom filter fabric. This area was exposed on April CORPORATE OFFICE: 100 SHEFFIELD RD. • P.O. BOX 4776 • MANCHESTER, NH 03108-4776 • TEL. (603) 668-6016 • FAX (603) 668-8641 130 EAST MAIN ST. • P.O. BOX 11 • NORTHBOROUGH, MASSACHUSETTS 01532 • TEL. (508) 393-2607 • FAX (508) 393-8490 474 DORCHESTER AVENUE • BOSTON, MASSACHUSETTS 02127 • TEL. (617) 269-8829 • FAX (617) 269-8837 26, and the underlying soils removed to a depth of approximately 18 inches below the base of the surrounding Crushed Stone, where firmer soils were encountered. A new sheet of filter fabric was placed over the newly excavated area to overlap the existing filter fabric, and Crushed Stone was placed into the excavation to the elevation of the surrounding Crushed Stone layer. The repaired area was rolled with a Hypac model C830B drum (machine weight 13,500 pounds) and the upper filter fabric sheet again overlain. The subgrade in this area appeared to be stable and adequate for supporting the proposed structure. Geotechnical Assessment It is our opinion that the subgrade soil conditions at the base of the excavation of Lot 15 required stabilization prior to placing backfill to the design grades. Based on our observations of April 26, it is our opinion that the subgrade soils were adequately stabilized in accordance with the recommendations of our April 25, 2006 letter, prior to placing backfill to the. design grades. Thank you for this opportunity to be of service to this project. Please call us if you have questions or require additional information. Respectfully, MIL R ENGIN E G & TESTING, INC. c Kenneth W. Milender Staff Geotechnical Engineer KWM/FKM:pam H Frank K. Miller, P.E. Executive Vice President MILLER ENGINEERING & TESTING INC. TRANSMITTAL LETTER . - TO: JOE CURRIER LITCHFIELD COMPANY, INC. 26 RAY AVENUE BURLINGTON, MA 01803 Enclosed we are sending the following reports: DATE: 5/18/2006 JOB NO: 06.104.NH PROJECT: GRAY STREET LOTS 14 & 15 LOCATION: NORTH ANDOVER, MA COPIES: DATE: DESCRIPTION: 1 04/21,04/24,04/26- SOILS FIELD REPORT & COMPACTION CONTROL SUMMARY 04/27/06 Remarks: COPIES, TO: Thank You, MILLER ENGINEERING & TESTING INC. Peter Schwotzer CORPORATE OFFICE.. 100 Sheffield Road - PO BOX 4776 - Manchester, NH 03108 - TEL: (603) 668-6016 - FAX: (603) 668-8641 SATELLITE OFFICES: 130 East Main St. -P.O. BOX 11 -Northborough, MA 01532 TEL: (508) 393-2607 -FAX: (508) 393-8490 474 Dorchester Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837 MILLER ENGINEERING & TESTING INC. N1AINUr b I C1C, NH (bU3) 005 -OU J O FAX: (603) 668-8641 1NUKI NBUKU, MA (508) 393-2607 BOSTON, MA (617) 269-8829 FAX: (508) 393-8490 FAX: (617) 269-8837 PROJECT: GRAY STREET LOTS 14 & 15 PROJECT NO: 06.104.NH NORTH ANDOVER, MA CONTRACTOR: CHARLES TODD CLIENT: LITCHFIELD COMPANY, INC. WEATHER: CLEAR — 60'S DATE: 04-21-06 SOILS FIELD REPORT PURPOSE: To observe the earthwork activities and perform Field Density tests. EQUIPMENT OPERATING: 1 -Dresser Bulldozer 1-Hypac Vibratory Drum Roller WORK ACCOMPLISHED: Lift distribution was done at lot #14 today. The material used was a borrow sand and gravel that was distributed in 12 - inch thick lifts. Each lift was compacted with the vibratory drum roller driven in two (2) different directions. Field Density tests were performed on this date, by using the Nuclear Density Gauge. The results of these tests indicated adequate compaction, as the measured densities were at least 95 percent of the maximum dry density, as determined by the ASTM D1557 test method. Please refer to the attached Compaction Control Summary for today's Field Density test locations and results. PREPARED BY: Frank Bieniek, Sr. MILLER ENGINEERING & TESTING INC. MANCHESTER, NH (603) 668-6016 FAX: (603) 668-8641 FAX: (508) 393-8490 FAX: (617) 269-8837 PROJECT: GRAY STREET LOTS 14 & 15 PROJECT NO: 06.104.NH NORTH ANDOVER, MA CONTRACTOR: CHARLES TODD CLIENT: LITCHFIELD COMPANY, INC. WEATHER: OVERCAST — 40'S DATE: 04-24-06 SOILS FIELD REPORT PURPOSE: To observe the earthwork activities and perform Field Density tests. WORK ACCOMPLISHED: The material used for backfill was a borrow sand and gravel that was distributed in 12 -inch thick lift. Each lift was compacted and tested. Field Density tests were performed on this date, by using the Nuclear Density Gauge. The results of these tests indicated adequate compaction, as the measured densities were at least 95 percent of the maximum dry density, as determined by the ASTM D1557 test method. Please refer to the attached Compaction Control Summary for today's Field Density test locations and results. PREPARED BY: Frank Bieniek, Sr. MILLER ENGINEERING & TESTING INC. MANCHESTER, NH (603) 668-6016 NORTHBORO, MA (508) 393-2607 BOSTON, MA (617) 269-8829 FAX: (603) 668-8641 FAX (508) 393-8490. FAX: (617) 269-8837 PROJECT: GRAY STREET LOTS 14 & 15 PROJECT NO: 06.104.NH NORTH ANDOVER, MA CONTRACTOR: CHARLES TODD CLIENT: LITCHFIELD COMPANY, INC. WEATHER: CLEAR—.601S DATE: 04-26-06 SOILS FIELD REPORT PURPOSE: To observe the earthwork activities and perform Field Density tests. EQUIPMENT OPERATING: 1 -Dresser Bulldozer 1-Hypac Vibratory Drum Roller WORK ACCOMPLISHED: The material used for backfill was a borrow sand and gravel that was distributed in 12 -inch thick lift. Each lift was compacted by the vibratory drum roller. Field Density tests were performed on this date, by using the Nuclear Density Gauge. The results of these tests indicated adequate compaction, as the measured densities were at least 95 percent of the maximum dry density, as determined by the ASTM D1557 test method. Please refer to the attached Compaction Control Summary for today's Field Density test locations and results PREPARED BY: Frank Bieniek, Sr. L MILLED ENGINEERING & TESTING INC. TESTER, NH (603) 668-6016 NORTHBORO, MA (508) 393-2607 BOSTON, MA (617) 269-8829 FAX: (603) 668-8641 FAX: (508) 393-8490 FAX: (617).269-8837 PROJECT: GRAY STREET LOTS 14 & 15 PROJECT NO: 06.104.NH NORTH ANDOVER, MA CONTRACTOR: CHARLES TODD CLIENT:1 LITCHFIELD COMPANY, INC. WEATHER: PARTLY CLOUDY — 601S DATE: 04-27-06 SOILS FIELD REPORT PURPOSE: To observe the earthwork activities and perform Field Density tests. EQUIPMENT OPERATING: 1 -Dresser Bulldozer 1 -Komatsu Excavator WORK ACCOMPLISHED: 1-Hypac Vibratory Drum Roller Backfill operations were performed at lot 15 on Gray Street today. The material used was a borrow sand and gravel that was distributed in 12 -inch thick lifts. Each lift was compacted with the vibratory drum roller. Field Density tests were performed on this date, by using the Nuclear Density Gauge. 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CD I -P Ln (D a 9• 14'0" 1(2)13/4 x 91/4 LVLT I 6'a Lr-, O O x a ac C= 14'0" I rn (A Ln v c� CL \ W� tn J fo I I �m W -� LO CL 0- x x t0 N RO cD r G+ O X � X I S NCL fi N r U3 CDD � rr X I I ® �.� N O0 cri .1 L I't 0 � � � W -1 L r Wul .] L r {a L X , II two � L « rl 1 \I a f- I l� -I assail) --- , L -� 1(2)13/4 x 91/4 LVLT I 6'a Lr-, O O x a ac C= 14'0" I rn (A Ln W P CL \ x tn J fo I I \ W CL N LO O (n x t0 t� K RO _m --------.?'J 1, 2 x 10 Header 0 I�^. � 0 W ' _ N tn J W r+ I I SOL x� W CL N rn c x O (n x t0 S co \ RO r G+ a � X I ( rn N 0 xro U3 I---- CD CL I I ® �.� cri I't 0 � 0 I�^. _ N W r+ r\ W CL N O (n x t0 S co \ r G+ d ID � N r x N 0 W OO C.N 0 X O m 0 1L .-+ V D ,..C 0 s cr c o UM CD CL 0 o, O 3 �v N N 7 x X CCD � C� rn °sem 0° 0 o ?� • 0 Q z f - • v N JO E N E Q c a M r` O t O T .a v m L. 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V O J) U m fy E � � 3 r� N oo0 > O S Om T CLm }21 o 19,L U U U p .o.J I,llQIQ 6uluado mopulm „01,9 pli p 11 0 ti l t I g If p h ------------ , '---------- Lt- Cc G Q� If , II - Q11, u tth,l E wooJpeay •ulw 19.9 tlr (apr4s I S/q ZG l OI x Z) „8/111,8 6uivado mopulm -] o „11,9 If ull,1 d. = I U u T E B] t U. U QI T� to m' t o_ co A w �. t Y N h 11 i` -�-11.AJL N 40 ai M a Nit t � If T ---- -] o 101 (pnl4 Ig/q z6) ugn I -,g ,Or (pn}9 iib/j z6) ,8/l 1-18 ISL to Z U I , a o I I I t I I I � t E 1 m m o XPW 17 U O W cQ QL � O Iy�la11 �u ppng -xoJddV, - ,c ,ze IM -3U _ 0 0 - Co Co rn CL J O L o M V E d F� 4 .41 rr ._ U � 77 J e� If I t if t t Y N h 11 i` -�-11.AJL , c---------- ------- If T ---- If w it it � �, +- w i, n � Q It � 11 It lolg �- tIZ/l L N sJa91s it 101 (pnl4 Ig/q z6) ugn I -,g ,Or (pn}9 iib/j z6) ,8/l 1-18 ISL to Z U I , a o I I I t I I I � t E 1 m m o XPW 17 U O W cQ QL � O Iy�la11 �u ppng -xoJddV, - ,c ,ze IM -3U _ 0 0 - Co Co rn CL J O L o M V E d F� 4 .41 rr ._ U � 77 J e� 1 D' ► ► pE m -+�A � wa - - - - - - - - II • I 1 I I 1 E N nr �o MR E N CL tn CL m a, wti w I I II X y. 0, 0 -o 3 = D Z-4 FL ;v< O a' N v , vt 5- :r jj m Cb �aatnc, I II ^m^ I 1.0 11 I Q • . 4P u � r 1210" S' fl. cp 1 I I I ' W Sb 3 CL ' I 1 1'r � I 1 3 N 1 D' ► ► J AA - - - - - - - - II • I 1 I I 1 E N �o MR X00 -0 W. T I I II O X M N N .• X N Q Q aD X I II ^m^ I 1.0 11 I max � 41011 �. 51p11 ; m rte.- 0 � m (1 410,11 kneeucall I 1 Ir (92 5/81, stud) I Irt I � • P ► ► ► ► / / ► P 1 ► - - - - - - - - - - - II • I 1 I I 1 E N E. X00 T I I II O X \<A' N N .• X N Q Q aD X I � 0 r 1210" 1 I I I ' . 1 1 ►II I I CL ' I 1 � I 1 N Q II 11 I I I I ► I I W p�f X elf 4, Clb Co W �1-0 ► I I, eN+' O1 CO O/ Q n m cp i i -U O0 W ab�n .A�r- i.Sl Or ► I I 0 �^. 3 ' I 1 �5r w M y1 of X or on � m � th .. 3 3 O =F � < O 1 1 I 1 1� r' 65 r T -V �r � n 70 N W 6X —+ � t E. T 4 \<A' N N .• X N (Q aD X I � 0 r 1210" M CL 11► N W p�f X rn. 0 W �rn ab�n O 7r O X ,� on m � 3 O =F � F -n O m 1p \<A' N CL W p�f X ab�n � b =F F -n Z S W a - �-I - ------ - `. N m rF'i CrA E X x CF r `" lb Cr- pal E �Q-tt+ N_ CL -u O n V� tp (E � l a h l o cfl N � � x m 1p • • ,` 1 i� �1 11 �' I I • ■■.:•:::•:� �, .�, ����������������������� 111111 ; ' � �n • , ■ I' ���.;��.;��� �� ��� IIIIIIIIIIIIIIIIIIIIIIIIIIII ull ■���'� �'�_�■��`� �� !IIIIIIIIIIIIIIIIIIIIIIIIIII I � Y . • ONE IN pon�:moi :���:�:_:� I ��+ �� • I�:■:�:■�■�■�■�■iii■�■�:� NZ, ON O:!�::�� 11111111111111 11111111111111 ,; �I+ IS ' ;�;�;���;�;�;�;�;�;�;�;�; JIII!IIIIIIIIIIUIIIIIIIIII I+ Illlllllllllllllllllllllllil � I{� � ! 1 oil mom ■ I 1111111111111 1 �, � � � � � � � ' ;■■■;■� .; IIII'�II'IIIIIIIIIIIIIIIIIII Ililllllllllll',IIIIIIIIIIIII ,, + HE ■_■ .\ 1111111111111 in n + i�.;��.;��.���_;��.;y:;� .11111111111111111111111111 jI IIIIIIIIIIIIIIIIIIIIIIIIIIII : +4 � � �� lii:$i�!ii!!ii !!iir' 11111111111111 1111111111111111i + + + �.................,1111111111 I.°=..°:..°�.� �--��--��--�� ►��I�����IIIIIIIIIIIIIII _ �+ �+, ,� I�e;■�_:■�_:■�e: y IIIIIIIIIIIIIIIIIIIIIIIIIII Ind ....... ffl iii; 1�; I ■■ ON o 0 0 ■:■::■:-■� .■ ■■ o a 0 Ij�i■■�G■:�G■■�G■� 1"1 unw 1 i n i WE w.i !ii;!i■,!ii■!i■:li�: (IIIIIIIIIIIIIIIIIIIIIIIIIII - - +�I� �� } !t � �.:.:.:.;.:.■.:.■.:., i���iillllllllllllllll��� + i + � � , i ............... ... 11111111111111 11111111111111 �, ;mil! 0101011;-13 Illlillllllllllllllllllllll II'Illllllllllilllllllllllll !� I �! �� It■i�■■ii■■i�■--ion■SG�■!i� ■■ ■■ ■■ ■■ �♦ I- ■■--■■-'7■-O 11111-■■ ■■ ■■ I I ■■ ■■ 9 4 } S I■':�■1111111111111 •I• 0 0 HOW ■■ ■■ �� IIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII � �� � r � Ise,■. �� ■■ ■■ II 1■ �������������� �������������� 1. �■ IIII!II!IIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIIIIII r I .__� ■ 1111111111111 � ■—■ ■—■ �� ■pi ■,i ■—G IS ■■ ■■ ■■ ■■ � i�!���!:��i:�:i�i�!:i�::i IIIGIIIIIIIIIIIIIIIIIIIIII Ililllllllllll'IIIIIIIIIIIII �` , I:e:e:�:8:e:8:��e� =�■��� 11111111111111 � , tf *r 44r v?gyp < t0 A O x S aA E CL —' N rSbO 0o E N m .= tr ti N co X 2r 9b w O lb 3 C tOnrCII��'-'' I , ca m m � w � —► o o 'lJ 3 E E �OCL �O� max. �5 o► -' E 3 N �► 1. LL3O ACL n O 1 046 o 0 CP O Q ' Z m m a 1 m In. I ► ► ► ► 1 ► ► ► P 1 ► 77 - III -- iii . I ' ry m C1 1011 IIIA 8'-1 US' kneewall (92 5/8" stud) A� O x S � co rSbO m .= M W N co .+ 2r 9b w O lb 3 C � I , —► 'lJ 3 max. 1. 1011 m In. I ► ► ► ► 1 ► ► ► P 1 ► 77 - III -- iii . I ' ry m C1 1011 IIIA 8'-1 US' kneewall (92 5/8" stud) M; 121011 N 03 X O a, E� U3 � ON N O p �� mss° 't w rl •�_ t�D ---�------- I 1 O E X X -17 0 CL h w O R O ns = N 0 3 3 c 70 X U3 r r3 < < cs r �fb �a O x O co rSbO A g ,0 O N co .+ 2r 9b w O lb 3 C Q. M; 121011 N 03 X O a, E� U3 � ON N O p �� mss° 't w rl •�_ t�D ---�------- I 1 O E X X -17 0 CL h w O R O ns = N 0 3 3 c 70 X U3 r r3 < < cs r �fb �a O x A g ,0 O o �X � b o 0 ;e Z m m (D ' -t) as Wt - ell,, (P EE 1;a(rA 3 tQ w �- Q U7 R � n 0 a -V Q ul r- � � fl X M; 121011 N 03 X O a, E� U3 � ON N O p �� mss° 't w rl •�_ t�D ---�------- I 1 O E X X -17 0 CL h w O R O ns = N 0 3 3 c 70 X U3 r r3 < < cs r �fb �a ---�------- I 1 O E X X -17 0 CL h w O R O ns = N 0 3 3 c 70 X U3 r r3 < < cs r �fb �a R O ns = N 0 3 3 c 70 X U3 r r3 < < cs r �fb �a