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HomeMy WebLinkAbout0007 LAWTON LANE .� ��wm� �� �� G oral® No. isz ire oRa MAMUOUSA EMU�E Town of Barnstable CF fNE r� "o Regulatory Services r� • Thomas F. Geiler,Director ' RARNs-rAim 9 MAC Building Division � �'O�eD iur 1E 3 Tom Perry,Building Commissioner APR 22� � PM 4• � 200 Main Street, Hyannis,MA 02601 08 www,town.barnstable.ma.us ___- 60 lalG Office: 508-862-4038 Fax: 508-790-623( PERMIT# V FEE: $ S t U SHED REGISTRATION 120 square feet or less - L&04M�- L&4Y--- Rkg'f EOA-T) >t3eb IL-1 n11vCO2-&&W Location of shed(address) Village 50� � ��a Property owner's name, Telephone number 10 -DI(o col C! C7.3 Size of Shed Map/Parcel# . Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? ,w.`._ _ _ - �Conservat�on CommissronLL(signatu:Te is requrred)-----, � t Sig of..h-ours for Conservation-8:00 9:3,0�&-3:30-4:30 PLEASE NOTE: IF YOU ARE WI=THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMNIISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 , oK a s�7 F3��s � r �� �S' sra� � � s I��- Q��sr ��t� �' 1 �� I 1 -CB FM ZONE E Alm EP+�E c� owl e '3 gqft (O.02 ec.) ti CB SET 04/27/01 .. .-_. - ---_._ al 28,863 sq. . 0.62a ;••,' � e• Portian of L Lot 2A To Be Abandoi S., 26,772 sq.ft ' 6 04127101 155078 CB Sys 108 -28.00 N7870'330E '�' --' �g0.014 � BRIO sQ 1� ease LOT .IB 2,955 sq.ft6e.96 ;S �g6���9 g�. 114.89 ate �nx• Dri.ve"p & Access N86Z'5' L N867,7'40"h' •1.20.49 • 0412�101 L CLRT. 15y381 50 00'' N887� 0 126.30' N A °' g� 40 E O 58877' e - .; ... Former Lot Lines 11283 sq.ft 0. LOT 6 Lot 1 '40 °ti' :�� LOT 2B �?2.00 51 g .ft O LC. PLAN 22656 ° •�' . Easement N11F KURT • 3 P'C -R2.00 . o LARIVIERE CB ° 00 39.0,9 ' {{� � � R = 25.00 -�x 7 .129/In �B17'40- .f\ T.. a. 40 9'7 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) Im A DATA PERMIT PAYMENT RFCFIPT TOWN OF BSI BUILDING 200 MAIN ' NYANNIS GATE gin•+ 'TIME: PERMIT I F AM I fIM I • r cliff.,t P A r M L I PAYMEII` �I' ' � Town of Barnstable Building Department - 200 Main Street a-,RNSTMLE. # Hyannis, MA 02601 MAC (508) 862-4038 �ArED MP'�A Certificate of Occupancy Application Number: 87828 CO Number: 20060049 Parcel ID: 214016001 CO Issue Date: 06107/06 Location: 7 LAWTON LANE Zoning Classification: Owner: MORIN, JACQUES N TR Proposed Use: 1597 FALMOUTH ROAD, SUITE 4 CENTERVILLE, MA 02632 Village: WEST BARNSTABLE Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 6--7 - o6 Building Department Signature Date Signed TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 214 016 001 GEOBASE ID ADDRESS 7 LAWTON LANE " PHONE WEST BARNSTABLE ZIP - LOT 33 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 87828 DESCRIPTION CONSTRUCT SINGLE FAMILY DWELLING PERMIT TYPE BUILD TITLE ' NEW RESIDENTIAL BLDG PMT , CONTRACTORS: MORIN, JACQUES N. Department of ARCHITECTS: Regulator... Services TOTAL FEES: BOND - . CONSTRUCTION COSTS , Q� L4 `1 r 101 SINGLE FAM HOME DETACHED 1 PRIVATE 1639. BUIL G D ION ' 1 S BY -- DATE ISSUED 10/21/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED JOB AND IN WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 1 ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS bo vat 6 2 2 L C 2�l 3 �C K 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT V—1 PIC- 2 I o UQ B ARD OF HEALTH CW- ELAg48WA..WnW9 FJPr-LVp/= SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THG INCPPrTnP HOC APPP(1VFf1THF STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Old oo1 ? , Permit# Health Division Date Issued ro _�4^° S� Nv wa.� ��i►�,�kC Conservation Division /2_01 JOa� �L WA" Ltv for w*c�f- Fed EPTIC SYSTEM MUST BE I bU IN COMPLIANCE— Tax Collector WITH TITLE 5 ENVIRONMENTAL CODE AND Treasurer ift TOWN REGULATIONS : Plann (• teJ2.g Checked in By Date Definitive Plan Approved b P oa f c� 1 b iboa Approved By Historic-OKH �Me114yannisb � -7 6 ��� Project Street Address Village cS76 Gd Owner, Address ) Telephone D �Z 2- Permit Request �i LLCM - o -a 7r Square feet: 1st floor: existing proposed nd floor: existing proposed/S Total w Valuationjq ` lU�Zoning District Flood Plain Groundwa er Overlay Construction Type Lot Size 1 Z Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age-of Existing Structure N Historic House: ❑Yes On Old King's Highway: ❑Yes ❑ No Basement Type: YFull ❑Crawl XWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) N! '4 Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: )�Gas ❑Oil ❑ Electric ❑Other �/'�/� Central Air: ' ]Yes ❑No Fireplaces: Existing New 6_C'1 Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Pool:❑existing ❑new size / Barn:❑existing ❑new size Al Attached garage:El existing new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use I ' / BUILDER INFORMATION , Name !o�' / / I Telephone Number ZONO '7/Jr-792�Z_ Address �-Y�l ��/lZ License# (11.45 d.S 777o Home Improvement Contractor# 6rili' W& ?W le i 3 Z Worker's Compensation# /�a(�' ✓��� //%U/�O(�f� ALL CONSTRUCTI MNEBR,1,S RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1190 a 4!$Z� P�9 SIGNATURE L DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUEDi u MAP/PARCEL NO. �� ADDRESS- VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Ore.- r r (4 'd e FRAME Cot, INSULATION 24el (5� �' r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL l C?lco S ., c- GAS: p`_ROUGH FINAL FINAL BUILD�,NQj om trl r. •c[ - DATEoCLOSED-OUT ASSOCIATION,,PL �AN N_O inv RESIDENTIAL BUILDING PERNIIT FEES APPLICATION FEE New Buildings $100.00 l d of Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET i NEW LIVING SPACE ' may© square feet x$96/sq.foot x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq,foot= x.0041= plus from below(if applicable) . GARAGE�c4 d&detached) r� /G � _,Z�_square feet $32/sq.&_ [('� x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041= I STAND ALONE PERMITS Open Porch x$30.00= O (number) o0 Deck ,® x$30.00= (number) Fireplace/Chimney , x$25.00= Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projeost Permit Fee Rev:063004 189 Harbor Point Rd. �r Cummaquu4 MA 02637-0361 Iml 05 P�GRQ:Y v«.o t tact Cam,. O S CS:OT6cZ%3tLLs � 14A -n-2—c- . Ill ASS 5-K46-(� ?�>L.-s t t-,v t t L< , Co E 24-` W L L." 4-0 x L3 -t 2 ------------ EJs�•�, Td ��P L�G� TtLt�� �3�4-�X l l�, �ER.Sds L�q,�.rt E PTt-1 l o¢, gt#. 1D Kt2. + 4,n l0 + t2 0 4 37c�p2• • t co -F C1'SC7 VW t o ,c 15 c�v-- W 8k 1 S t-�a n�Clo se OF�S� �o�c� s �' .►►�p��� d )MC12 Srv✓ls !-4 v O�� OANIEL E. I� BFWAAAN 'e�1 lacer" � � 37RUC UR w � • .esslo>y�E'�'� igloisw BC CALC®2003 DESIGN REPORT - US Thursday,September 29,2005 08:08 Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: BC CALC Project:F1301 Job Name: Description: LEFT OF STAIRS 2ND FLOOR FRONT Address: Specifier: City State,Zip: , Designer. Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: I I I 1 3 I I I I I 1 I tandard Load-40 psf 110 psf Tributary 12-06-00 BO B1 5500 Ibs LL 5500 Ibs ILL 2131 Ibs DL 2131 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-00-00 Live 40 psf 12-06-00 100% Member Type: Floor Beam Dead 10 psf 12-06-00 90% Number of Spans: 1 1 Unf.Lin. Left 00-00-00 11-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 Unf.Area Left OD-O -00 11-00-00 Live 40 psf 12-06-00 100% Dead 10 psf 12-06-00 90% Slope: 0/12 3 Unf.Lin. Left 00-00-00 11-00-00 Live 0 plf n/a 90% Tributary: 12-06-00 Dead 60 plf n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 20986 ft4bs 65.8% 100% 2 1 -Internal Dead Load: 10 psf Neg.Moment 0 ft4bs n/a 100% Partition Load: 0 psf End Shear 6258 Ibs 51.9% 100% 2 1 -Left Duration: 100 Total Load Defl. U423(0.312') 56.7% 2 1 Live Load Defl. U587(0.225') 61.3% 2 1 Disclosure Max Defl. 0.312" 31.2% 2 1 The completeness and accuracy of - the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L/240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(L/360)Live load deflection criteria. particular application. The output Design meets arbitrary(1'1 Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-3/4". code-accepted design properties Minimum bearing length for B1 is 1-3/4". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Nailing schedule applies to both sides of the member. To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are:16d Sinker Nails product installation. BC CALC®,BC FRAMER®,BCI®, a-2 d BC RIM BOARD- BC OSB RIM b-3" � BOARD-,BOISE GLULAM7°-, c-4" a d VERSA-LAM®,VERSA-RIM®, -12" R VERSA-RIM PLUS®, e=3 0 o VERSA-STRAND-, C VERSA-STUD®,ALLJOISTO and ,L/a AJS7m are trademarks of Boise Cascade Corporation. 0 e ° ° -t b RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 7 Lawton Lane, Lot 2 Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X38 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 038 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 00 0 . 195 0 . 195 0 . 000 0 . 000 0 . 520 0 . 520 SHEAR: Max V (kips) = 9. 04 fv (ksi) = 2 . 07 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 54 . 2 12 . 0 0 . 0 1 . 00 11 . 92 24 . 00 11. 92 24 . 00 Controlling 54 .2 12 . 0 0. 0 1. 00 11. 92 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 80 2 . 80 Max + LL reaction 6. 24 6. 24 Max + total reaction 9. 04 9. 04 DEFLECTIONS: Dead load (in) at 12. 00 ft = -0. 156 L/D = 1848 Live load (in) at 12 . 00 ft = -0. 348 L/D = 828 Total load (in) at 12 . 00 ft = -0 . 504 L/D = 572 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 7 Lawton Lane, Lot 2 Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X15 Fy = 36. 0 ksi Total Beam Length (ft) = 11 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 015 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 11. 00 0 . 370 0 . 370 0 . 000 0 . 000 1 . 000 1 . 000 SHEAR: Max V (kips) = 7 . 62 fv (ksi) = 3. 32 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 20 . 9 5. 5 0 . 0 1 . 00 18 . 22 24 . 00 18 . 22 24 . 00 Controlling 20. 9 5. 5 0. 0 1. 00 18 .22 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 12 2 . 12 Max + LL reaction 5. 50 5. 50 Max + total reaction 7 . 62 7 . 62 DEFLECTIONS: Dead load (in) at 5. 50 ft = -0 . 063 L/D = 2080 Live load (in) at 5. 50 ft = -0. 165 L/D = 801 Total load (in) at 5 . 50 ft = -0 . 228 L/D = 578 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 7 Lawton Lane, Lot 2 Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X18 Fy = 36. 0 ksi Total Beam Length (ft) = 11 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 018 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 11 . 00 0 . 370 0 . 370 0 . 000 0 . 000 1 . 000 1 . 000 i SHEAR: Max V (kips) = 7 . 63 fv (ksi) = 4 . 08 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 21. 0 5 . 5 0 . 0 1 . 00 16. 57 24 . 00 16. 57 24 . 00 Controlling 21. 0 5. 5 0. 0 1. 00 16. 57 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 13 2 . 13 Max + LL reaction 5 . 50 5 . 50 Max + total reaction 7 . 63 7 . 63 DEFLECTIONS: Dead load (in) at 5. 50 ft = -0. 071 L/D = 1854 Live load (in) at 5. 50 ft = -0. 184 L/D = 719 Total load (in) at 5. 50 ft = -0 . 255 L/D = 518 YL eK "1`•: • Norr /t J.not the mteal o/ehb pbn to npre,+nt � " Ittet pn T ltmn and ebotrto sews t Me.earmT.�ala oonhrn to the prxodanl sad teeANoe/ m eomoIimaa Le p h the pJos no of rind 9,oreJty m the Coatmonesalth or J& . N Ibswahawt • ArN a to c Retb�a-•ew•pepfraafotil:nan 91u1eloi -' - I �f, LDT 14 `•�4t ' yg q0'Y �J ` COYN/l08l7Tl0c i F.j, NOr I2 LC. PLAN Y2600H NOI /.� ! JALyDBB MORN TaalR 40 sttoor:LYtr.NIL rr 1 N 6 n, / � Nt1' _ _ cr*j47";� 1�•yy' TB BmLsfa ,.��. �.�J� ' ` p T.t53 JI L701s f4DNDV _ ♦ ♦ LAKE A. s: 1DCUS MAP SCALE.1'__,2000,..j G7 t �. _ �?•' �! >> A957) '1lIP�4 PARCltL rb A fa Dfto!Fye ............. ..... SOIVDMJ DL9fl2lCT JtT P',e•�`"�,4-. � A NRVM,m LOT A&rA• 446M ay.& _ 0-J "• - +L o 'r \� 'I oaitpy tbt tLta btu.l a,an ie eoai�. qi0 ce ry l ' N tLad eb. amff�.d.! oa RBpD�RD LOT/AOMAOfC rho• . ' foexr Rn a4o ea �. gL�Da� 1+ee'a'4pz JQSAPN L rrceavcBLur .f/A0M 30, lBICBs NNot Oyer S}noe Wsl6yarmy ''',��� ;' mug / n F"A DATA• LACIA�DO1BT AYDT!d8 DV A R00D Re'1°n ZONS _ - _,atS 1� �y8�i•;`. tOt I e.aeeT osrttly eat een y. ber dRRA m es st/EDrlmlur - T �� p;. ,s t0 `.P .. m eow*ter•so e1th eb.ra7r°.m: :. am.oroo �s ti�.' •16 Fc, .' ,�,.� Brpfarr of DNede m t�tam�n.e.lm a[rreoea,.et. rDTAL 7JlIld"AREA ILPM sµ4.t edJ3 a&) _ � E�s 90: �. �, •r�Y , +', w•;e.� ?VTAL AOAD11Ar'AREA m 4014 ylt (0.19 ea) ['� - �'•.: '. ,� ,� �, aOY*} 'Det. JOq�le'W s"rn'Tnr i•+ ; h . YVTAI. DIL;DVAOA'B l%KIMVT A W•• 800.vqR TOTAL LOU-ZONAMn (Las AtlAAW •y'f. '' y h 1p c ( O MTAI.OPMV SPAM'a 6ez �.r•ys . . .. - / d var e P 1 of!h IA9VG7TV Ol PAOtP��OS . y,• '� 8� ♦ DPnt Ians,+9F 8cv+d d ,r��ay� pp `y' _a OF B TA79L3 PI.Ah7� .r'r.... .... 71YG BOARD .. .Yt/Rb-,TYION ITIJf 6pl1_ -.:....•"s�_-•' � ..� , �.. ...% _ .?s .... `�`g. ..._...._.......-•' '6 etiad adI en r� APPLCANT PAtcS s¢fF to#A -rL 7 -O°Dele�sr�od 4 ►�i ? Tetlaadj �; /1 sw 894 s BUAMJIGAT Q7A(PANY fj, B1AM10.1L Au Decort, - '- , ................ LOT 3 � LSMOA•rFL9r' - X7.f00 tR ace.a r Ibbf Arer 80,600+q.n fax AC) .c _ �` •- 2440 6 OCEAN AILM ,�nT'� it d—of Iistoa Las (. I60 eq.ft eetLad � � - /% LOT 10 `'�,, -- ..• APT. C-105 { ,;x lb Lb Abeadoaod fAotteQJ y{'{a50 x �S STUART! AU 3d9D6 i v >P o $ ea upland . LC PLAN 22566B 4 L t 1NIP - 0 Aota.• A or elite t. e E0 cub to 3 �a ��3' .,.•9a ms` ,e1•o I" 'N3°N10 Y8B!' ' vim. tr/ea t r.dtentaa , __...------_-----•---'-•------ .,ea a7 A7tt70$t�-r_. 2dz �.j` 60 IDT 9 ANDY9 eamptlpn a eott+mn�fo-Os � Devotes e�ellg6 elextt7o ,: - "--� - sb6ltozy d7x rb y? o' a'eae Ip; Ty.- yy00 500 01 Be+oirftd' '!. S ��•�.f• \ 0• �- 0' Lr_ PLAN 22660E - f.eradA-an�a.i3iaRL ctert d the t IAraotea drat'head a.'ee pq/ .tyre rine' OILY OY.Tana A,Aocex I4»mo. M'.,'.d•Sp .�-J° pT It-� anJ_"_o/• '�4b� 40•00 � a 'r Z.f,t�rnsta6b.3anld . i. Dbnotee CB to be set:, g' - J' 1 y _ - a AAvrotar c03 found■ �,'. 0 1 �_ Z 1 �.. - _ - At Access T N,F' c `A�4 . Dbnotea amGtfqg 4ydrent— � •� �-. � _ yave9. NIO�� Ce, that the atitfce of ep ssI.of . �. � __ - •a'+�:+r 110.00 ANTHONY MARTIN plane bT the Pienaigq Aeb. i �t 07 '. Z' fee rooelved cad IveatH et LM, •q a 48eI>40y.:_ - 'a LOT 0 '� A office and no nodCa.at eppes!nto ,.. aaae ya Modred d . $ Saco Aw2rTV3 LG PLAN 22660H \ �q61 / of Sef IPat•dunk rocvfp.f nand oaidirgr 6d AaM7rw7 s2ao. 8 LOr 0 AIBI�'f/lIITCOS'>�► 's 'N°6 ' z - I-- ,. I L0. PLAN 22650E LOT 9 CB P.K. �raaable mem clat4 s� Pi,wmeat u J Lt PLAN 9200 f Aeierr oY�•$ ao LARIVIM HDHiatT NEISOY 1� J�'.-=' GRAPHIC SCALE i-ems 4 a to ......................_... Mfeif407r gdPt77 r to tacos r' ��3 ....___.,........¢.._... vn,as _ a------- tp Y . ._...._. »� 1 lean_ >< c�l+�, LAT1"lQN HILLS V _ ' DIiPllJlTli3' OPEN 9PAt�DJ;VSLOPAfSIVT•PLAN,� ••� � r OF LAMP A' WEST BARNST.9BZ E; MA' ' t . •AevTs4d r Pn'ye"d^n'' ,,vet BAYBERRY BULWING CO3fA.ANY. ' ca Teat 6LAr --T rd�,sQ�`tta B.Iar A otdtm of Tit 1k A.28om®Tad cY�e Pic @DN T ad LW 6�hem od y?d aspA . N� L Dons t R/•tS0.Y0� t10Gf1! JOS'V PATANO A,Y ----'--" sw._'Ay) - Ate . Do�eltarsdes`ta a s Bn tt��✓t ;.,ar Pt+P�*aa H7 ABtOIr/li QOB' CfDPbTOPNLR J. N/r JONA"A7QryU,y .. ANDstapben LDVDA AW FN x Do end ArooLw . ..-to•so F_w¢ao. �'�o'•�"' is aatec5 rns. ti,t i►lmutete.YA as6ae . ra16PDama eoe/a+o-2aa4 .. N0. OA lE DESCRD'AON 8Y . . , z 1 �IN�t��7ANC� C1 -rho Hanover Insurance Company ® Massachusetts Bay Insurance Company Worcester, MA 01605 Bond No. BIN 1741859 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,that We, JACQUES N MORIN 1597 FALMOUTH ROAD SUITE #4 of CENTERVILLE MA 02632 as Principal, and ❑The Hanover Insurance Company (A New Hampshire Corporation) IN Massachusetts.Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto THE TOWN OF BARNSTABLE MASSACHUSETTS as Obligee, in the penal sum of FIVE THOUSAND ($5,000) Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to. OPEN.AND/OR. OCCUPY A . . . . . . . . . . . . . . PUBLIC WAY LOCATED AT.7.LAVEON LANE WEST BARNSTABLE MASSACHUSEITS MA 02648 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued,then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF.THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, Issued to the principal above named, or until ten days after receipt by the Obligee of.a written notice signed by such Surety, or its authorized agent,stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing in shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the. . . . . . . . . .?9th. . . . . . . . . . . . ... . day of . August. , xt-T 2005 Jac ues N Morin Principal (seal) ® MASSACHUSETTS BAY INSURANCE COMPANY ANOVER INSURANCE COMPANY B By. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Form 141-0761(3MS) John Shera Attorney-in-Fact Certified Copy Void Without Allmerica Financial Watermark This Power of Attorney may not be used to execute any bond with an inception date after October 1,2007 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Timothy K.Lovelette and/or John J.McShera of West Yarmouth,MA and each is a true and lawful Attomey(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Two Hundred Fifty Thousand and No/100($250,000)Dollars in any single instance And said companies hereby ratify and confirm all and whatsoever said Attorneys)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Assistant Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7,1981 -The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company; Adopted September 7,2001 -Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by a ' ­ ident and an Assistant Vice President, this 11th day of October,2004. oa%Aau"Hite/ ,' N� op,,( INS '��i,,� r ��1' `�ti„+uuu,,,, THE HANOVER INSURANCE COMPANY ` 0 G �. U ► 4'�a ��� (ECONa MASSACHUSETTS BAY INSURANCE COMPANY "...,....." 9�ti,, �, q � ��Pi INS�j CITIZENS INSU NCE G MPANY OF AMERICA 4t PPORAT C>_ :J:'c�PrF' s Qqy :0 ...,tr o�',r ti 1994 = 1972 ►Fo SEAt. J Richard M.Van (eenbUtgh Vice Ptesid t V Z �tHAMPSN�P� �� # i 1 � 1 s 1974 * Ronald Ridand,Assistant Vice Presiden ' °jOiivannw*mm�a \ THE COMMONWEALTH OF MASSACHUSETTS) COUNTY OF WORCESTER )ss. On this 11th day of October,2004, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. ' ? Barbara A.Garlick, Notary Public My Commission Expires November 26,2004 I,the undersigned Assistant Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney,issued by said Companies,and.do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney.and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7,2001 -Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of 20 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA Certified Copy Void Without Allmerica Financial Watermark Charles T. Wells,Assistant Vice President TWO.Cs2.lh(eoatmaed) ptraipdre Packages forOne sod Two4azady Itealdaadal13oiW1n6,r Sated with Fe09 Foals MAXIMM I mum um coazin wall Floweaa�m= stab Q�Hadwcowing U�alu It vahm' R-VRW' Rrvalmrat wall apipmem ElEd� P�4e R-Value' &vdud i 5701 to 6300 Rewfug Deseee Dave' Q IZY. 0.40 311 13 19 10 6 1 Normal R 12% 0J2 30 19 19 -10 6 Normal S 12A 0.50 3E 13 19 10 . 6 IS AFUE T 15% 036 3t 13 25 WA WA Normal U 15% OA6 3E 19 19 10 6 Normal V 130.6 0.44 38 13 u WA WA 83 AFUE w 13% 032 30 19 19 10 6 iS AFUE x 13% 032 3E 9., 25 WA WA Normal Y �SA OA2 3Q 2S WA WA Normal Z 0.42 32 19 10 6 90ARIE AA ta•/. C30 30 19 10 6 90ARM 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. 9 4. %GLAZING AREA 03 DIVIDED BY#2): • Q �� S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL. YES: NO: q-forms-080303a e Footnotes to Table J5.11b: r Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wail area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 If of decorative glass may be excluded froth a building design with 300 ft of glazing area. 2 After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table JI.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness•over the exterior walls without compression, R 30 insulation may be substituted for R-3 8 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing Cif used). Do not include exterior siding,structural sheathing,and interior drywall.For example,an R-19'requirement could be met.-EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-b insulating sheathing. Wall requirements.'apply to wood-flame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction: - The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawispaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth,less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glaring. Basement doors must meet the door U-value requirement described in Note b. The It-value requirements:are for unheated slabs.Add an additional R 2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.1 a ROTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). e)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 Affidavit of Substantial Financial Interest of , on oath de e d state as fo ows: 1. 1 am an applicant for a.building permit for the property located at Map Z I . , Parcel Z g� The address of the property is /)Pgx� 2. 1 have_-_% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is a9 v , the following individuals or entities have had a 1% or greater legal or eq ita le interest in the real property which is the subject of the building permit application which. is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is ® ;, I have had a 1% or greater legal or equitable interest in the following prop `rt e5`whi ;h have been the subject of a building permit application: Map/Parcel _ Address 21 5. Within this cale_ndar yr, I have submitted / building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received D building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of per) , this 2�day of , 200 9 P P �( 2001-0050/affin 1 nn/1TTCDV/ACCInAVIT • � ✓/ze 1°a��v�nmuue�o�./�taa;ra�uae%ta BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 Birthdate: 02/16/1958 Expires: 02/16/2006 Tr.no: 17831 Restricted: 1 G JACQUES N MORIN 1597 FALMOUTH RD#4 CENTERVILLE, MA 02632 Acting Cc mis oner i QUITCLAIM DEED 1, RICHARD F. SCHIFFMANN, of 2786 Main Street, Barnstable, Massachusetts 02630, for nominal consideration paid of less than One Hundred ($100) Dollars, grant to RICHARD F. SCHIFFMANN, TRUSTEE OF THE LENOX TRUST under declaration of trust dated.August 10, 1998, filed as Document No. 746975 with the Barnstable Registry District of the Land Court, having an address of 3220 Main Street, Barnstable, Massachusetts 02630, with QUITCLAIM COVENANTS, the land situated in West Barnstable, Barnstable County, Massachusetts, shown as Lot 31 on subdivision plan 22556F, prepared by Stephen J. Doyle and Associates, dated September 25, 1999, filed in the Land Registration Office at Boston, a copy of which is filed with the Barnstable Registry District of the Land Court in Land Registration Book ,Page with Certificate of Title No. Said land is subject to and has the benefit of the rights and easements as set forth in Certificate of Title No. 31315, so far as in force and applicable. Said land is subject to a taking of-Shoot Flying Hill Road by the Town of Barnstable, dated November 16, 1967, filed with said Registry. District as Document No. H 7236. For my title, see Certificate of Title No. 155078. D 0 The consideration.for this.conveyance is such that there are no deed-excise-taxes payable under Massachusetts General Laws Chapter 64D. [signatures begin on next page] u 0 Oftm WITNESS my hand and seal as of the //d day of April, 2002. Richard F. Schiffmann COMMONWEALTH OF MASSACHUSETTS Barnstable, ss AnP A it ,20.02 Then personally appeared the above-named Richard F. Schiffmann and acknowledged the foregoing instrument to be his free act and deed, before me Ir Notary Public My commission expires: f -` o DIANNE F JACKSON Nota;,V Public Common•, e;.i:;i o;?-kissucqusetts ]097819.1 My Commission Expires April 4,2008 BARNS T ABLE COUNTYI 1 REGISTRY OF DEEDS I ( ATRITE COPY,ATTEST 1 :;CNN F.F�tEF�DE E�-€CIa7Efi RF11smy OF p e idea `✓J�;EL — l QUITCLAIM DEED 1; RICHARD F. SCHIFFMANN, TRUSTEE-OF THE LENOX TRUST under declaration of trust dated August 10, 1998, as Document No. 746975 with the Barnstable Registry District of the Land Court, having an address of 3220 Main Street, Barnstable,Massachusetts 02630, for consideration paid of Eighty-Four Thousand Five Hundred ($84,500) Dollars, grant to JACQUES N. MORIN, TRUSTEE OF LAWTON HILLS REALTY TRUST—I, under declaration of trust of even date and record herewith,having an address of 300 Bearses Way, Hyannis, Massachusetts 02601, with QUITCLAIM COVENANTS, the land situated in West Barnstable, Barnstable County, Massachusetts, shown as Lot 31 on subdivision plan 22556F, prepared by Stephen J. Doyle and Associates, dated September 25, 1999, fled in the Land Registration Office at Boston, a copy of which is filed with the Barnstable Registry District of the Land Court in Land Registration Book Page g , with Certificate of Title No. Said land is subject to and has the benefit of the rights and easements as set forth in Certificate of Title No. 31.315, so far as in force and applicable. Said land is subject to a.taking of Shoot Flying Hill Road by the Town of Barnstable, O o� dated November 16, 1967, filed with said Registry District as Document No. 117230. v For my title, see Certificate of Title No. 16 yT57 . c� a [signatures begin on next page] v BARNSTABLE --t1NTY REGISTRY COUNTY EXCISE T � OF DEEDS2 --------------- E:t_.E DATE 04.11.'02 THU 411 /02? 1c17PM 04 000000 #61"n TAX $192.66 TOTAL $192.66 FEE 28B , CASH $192.66 CLERK 1 NO.011546 TIU£ 13:17 2222 WITNESS my hand and seal as of the 04day of April, 2002. Richard F. Schif nn, as Trustee of The Lenox Trust, and not individually COMMONWEALTH OF MASSACHUSETTS Barnstable, ss ,2t.1 2002 Then personally appeared the above-named Richard F. Schiffmann and acknowledged the foregoing instrument to be his free act and deed, as Trustee of The Lenox st, before me Notary Public My commission expires: DJP.;pir=JACKSON Common: :: sssacYwsetis 2008 My Cornrrission Expires 1080659.1 LENOX TRUST Trustee's Certificate The undersigned, Richard F. Schiffmann, Trustee of Lenox Trust, under Declaration of Trust dated November 20, 1998 recorded with the Barnstable County Registry District of the Land Court as Document No. 746975, hereby certify as follows: 1. I am the sole Trustee of said Trust; 2. That said Trust has not been altered, amended, revoked, or terminated; i 3. That I have been duly directed by the Beneficiaries, who are of full and legal age and who own 100%of the beneficial interest in and to the aforesaid Trust to take the action stated in this Certificate; and 5. That the Trustee has full right, and authority to convey the property known as Lot 31, Land Court Plan 225.56E to Jacques N. Morin, Trustee of Lawton Hills Realty Trust I for consideration of$84,500 , Barnstable, MA. Executed as a sealed instrument this // day of April, 2002. Richard F. Schiffmann, T tee of Lenox Trust COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. April 1 2002 i Then personally appeared the above named Richard F. Schiffmann, Trustee as aforesaid and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public My Commission Expires DIANNE F JACKSON HolaAr P'101;c 1082764.1 Commcrny 2im.-os--.�,�-;�:uchusettsj, My Commissi::r;Expires April 4,2008 En--!:STD`:'OF D�EvS I A 7RDE COPY,ATTEST BARNSTABLE REGISTRY OF DEEDS ?_._ jONN F_ir'EA t ;REGISTER i J 3 ., .y ` W-3--i I rr • t.- 65y \ QUITCLAIM DEED I 1, JACQUES N. MORIN,of 300 Bearses Way, Hyanaus, Massachusetts 02601, for nominal consideration paid of less than One Hundred ($100.00) Dollars, grant to JACQUES N. MORN, TRUSTEE OF LAFON HILLS REALTY TRUST-I, under declaration of trust of even date and record herewith, having an address of 300 Bearses Way, Hyannis, Massachusetts 02601, with QUITCLAIM COVENANTS, That certain parcel of land situate in Barnstable (West) in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Southeasterly by Shoot Flying Hill Road, one hundred eight (108) feet; Southwesterly by Lot 4,one hundred twenty (120) feet; Northwesterly by a portion of Lot 15,one hundred thirty-three (133) feet; Northeasterly by Lawton Lane, ninetyve (95) feet; and-fi Easterly by the junction of said Lane and said Road, thirty-nine and 27/100 (39.27) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22556-B dated November 1961, drawn by Whitney & Bassett, Engineers, and filed in the p Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of �? Deeds i i Land Registration Book 243, Page 85, with Certificate of Title No. 31315 and said land is shown thereon as Lot 5. Said lot is subject to and has the benefit of the rights and easements set forth in Certificate of Title No. 31315 insofar as the same are in force and applicable. There is appurtenant to said lot the right to use the whole of the way on the westerly side approximately shown on said plan from said Shoot Flying Hill Road to the Town Layout as shown on said plan; also the right to use the 40 foot private,'v'vay shown as Lawton Lane-on said plan, said rights to be exereikd in common with all other persons lawfully entitled thereto in and over the same. For my title, see Certificate of Title No. 157381. The consideration for this conveyance is such that there are no deed excise taxes payable under Massachusetts General Laws Chapter 64D. [signatures begin on next page, WITNESS my hand and seal this /l day of April, 2002. qu s N. Morin COMMONWEALTH OF MASSACHUSETTS'* Barnstable, ss_ April , 2002 Then personally appeared the above-named Jacques N. Morin an foregoing Instrument to be his free act and deed, before me d acknowledged the +t Notary Public My commission l expires:-NOTARY PUBLIC MY COMMISSION EXPIRES AUG, S, 2005 1081555.1 ' i BARNSTABLE CGi fd;,/ -- 1 REGISTRY OF DEEDS 1 A TRUE COPY,ATT!Gg 1 jQ S�DNSTQR�.� R�GISTRYp�.DFEDS - 2 - I• • Tile Cummon►realth of Atassachmals DILparintent of Industrial Accidents XI rA 600 I1 oshin-ron Street Boston,Ma3m 02111- Workers Compensation Insurance.AlMdavit ---•— - -••-s17, leant in6rmit locition- city Anne 1 am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity _ .. ; ( I am an employer providing workers'compensation for my employees working on this job. Idr 0 2 3�2r �d 7 7- - Zf 2 Z .. n one d 1 CI D c O D ..r. ....::.ems.:..:.:_....,.; ..�.,.y.•.r;•��,..�'.•.+sl . ' 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: address* — S1M phone#: -- instt�lncc co policy# �. -.r.:, :«.�:,,T.: _'_..:.. ys,.ru:,�.•a:.:.�Tr�!?•;''':!vF�cF'.".�it='S3'r.-- - - —--- -- - - name:MV address: city: phone#: :�s�Wince co policy# Atinch'additiiiiafsheet U __ }:-•y, .'0b,,i�3:•w r!sa.ww �z �."'a. ,z neeessar�- failure io secur%`covtpgc as required under Section 25A of hIGL 152 can lead to the imposition otaiminal penalties of a fine up to S1.500A0 and/or One years'imp soom t as well as civil penalties in the form of a STOP NVORK ORDER and a fine of SI00A0 a day against me. I understand that a copy of this sta w meat 7t:forwarded to the Olrce of Iovest PdOus of the DIA for CO-IIIS a verification. !do ltereA)`ccsfrr;uAder the pains aitd penalti erjugo that the information prot,ided above is true and correct j Sianatu Print n —Phone# official use only do not write in this area to be completed by city or town offleW city or town: permit0lieense# r'tBaildiag Department Dlicensing Board': check if immediate response is required (3Seleetmeu's Office (31tealth Department COMM person: phone#, nOther r FROM :down cape engineering inc FAX NO. :15083629880 Nov. 30 2005 10:29AM P1 ISOLATED VEGETATED WETLAND - ELECTRIC EASEMENT,--"Xl / ~-- 0) LOT 2 / 26,865f SO. FT. 71`1 / / CONC. FNDN /0.3' TF = 49.2 p J O 7 . ' 4- T-0-61 28.00' L6 10.00' to o y ' > 0 JOB# 03-108 FOUNDATION PL 0 T PLAN 03 108 LOT 2 CPP.dwg FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION ; LOT 2 LAWTON LANE PREPARED FAR: CENTERVILLE, MA,SS, BA YBER.R Y B UILDINC CO. SCALE 1 " = 40' DATE NOVEMBER 28, 2005 REF LRENCE L.C.P. 2255E ASSESS. MAP 217 I I-AER[SY CERTIFY THAT THE STRUCTURE (NOFMq SHOWN ON THIS PLAN IS LOCATED ON 'rHE GROUND AS SHOWN HEREON, bANtEL� off. M15 508-362— OJAI A CD fnx 508-362-9850 M4U980 down cape engineering, inc. CIVIL ENGINEERS Npg Q LAND SU RV EYO RS ?-S O'er 9.59 moin st. yormouth, ma 02675 DATE REG. LAND SURVEY( !j lurlo- .fi , • , , • : : S - .._,..f.. : r , 1 -_� E Tp { .. MOKE u- RS SARNSTAB _ `T dS __ — - - LE Bt11LDING DEF r. Y �.a E FIR E DEPAR'TMENT — DATE SIGNATURES ARE REOU/REO FOR PERMIT?;,.r, � � � p K- t M{ 2x t�.n i _ 4 5 ,. r ". 1,5 a � .�Y G _ Y i; t - _..».•_y. r , I f r '�• -��,it;'� .sa tf_- ..SA�V'�ib$+5'y—•4 p i fs •'}n"�'2 c--I �'� {84ZCzr: 4�'l�q$a2Sy , .. � -....._� .., '..>.,. .._.,!'_.._..,Gu,=�"..,1 J�}:,I«:F„ ,4,; ��,j��A'`�"'.3t..�9 ..� w� is f _ Rt"dU31• L.�.tt Uas_^�--._ • { � aX r #�: § fit.. 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ACCESS COVER TO WITHIN 6 OF FIN. GRADE PROM INSPECTION PORT WITHIN DE 6 OF FINISH GRADE SH . ACCESS C V R (WATERTIGHT) TO _ ....0ED. MIORANDI RS : : WITNESS. /45,0' MINIM UM .75 OF CO VER ER OVER PRE 6 FIN GRAD..WITHIN OF E �: SLOPE: R REQUIRED OVER SYSTEM EQU 40.0 3 30/00 4 DATE. �a o EASTON 2 DOUBLE WASHEDP E MIN/INCHti ✓ _ < 2 . PERC. RATE RUN.'PIPE LEVEL FI RST R T •o . 45.0 S 2 MAX.3 M 9723 , 7 PROPOSED 1500 Ll CLASS SOILS P \NSEPTIC C `3 .0 . GALLON 7 : I TE E E 4 75 4 . _ b . `TANK H 10 , GAS LOCO z i .. 2 S : 6.3 8' 2 �� O � O OO 0 C� 0 0 BAFFLE ,> 7NE 36.4517 Y 36 AROUN 0 D aooa -a oa a MIN' » o 0o aaoQ o 0 ELEV. , P 0 M C ICAL SL N "OR HANE H S E E R ED O _6 C T U S , ) 4 1 , 4 .0302 � L �' f� � � 0 � 0 39,8GOMPAGTION, 15.22 [2 ) 34.17 0(F FW _ 4P p 0 . L DE TH 13 8 '9' P % SLOPA oSLOE E_,,. . ) ( ) ( 4 T 1 OUBL WASHED S 3 0 1 2 D E/ / SL , LOCATION i/ 0 AT ON MAP NTS T SIZES; . UNS VIT ZE. ..E ,E SL I `. q UNSUIT. ' ' _ 4 10YR 3 2 i 10 / N DE PTH q LET 1 YR 0 3 2 4 / DEPTH 14 B OUTLET DE ASSESSORS. UTL MAP 214 i i B PARC EL L S ZONING1 DISTRICT:i SRC . / � UN SUIT. T RF , LEACHING us ... 13 FOUNDATION- SEPTIC TAN » i 0 ATL _SE C 1 U D ON 1 K _2 D O R 0 BOX 10Y 5 6 LS / YARD SETBACKS: FACILITY 24 C S. TY 5.37 UNSUIT. , i : _ 3 FRONT 0 .. 10YR 5 6 0 C1 / 24 _ SID E I 15 TY N 41 0 i S L SAD , _ 1 • 4 / UNSUIT. REAR 5 I 2.5Y 7 2 C FL OOD ZONE:40 E C I 36.4 I 28.8 I *OPEN SPA CE E SPE CIAL A P C2 PERC C L PERMIT ALLOWS RE DUCED EDUC ED SETBACKS I FS A S PERC FS I , 2 io .o '----- 2.5 Y 6 2 i ISOLATE VEGETATED / D EGET ED WETLAND 2.5YR 4 8 / 1 7 5 � O 2 R 1 20 « _ 32 .. 28.8 33,,0 I • N GRO UNDWATER OUNDWATER ENCOUNTERED .� 1 I 13 t. ELECTRIC EASEMENT r E LEC EA E I t � LOT 2A l r 671 F 2 2 S -O o _ . 1 i . -I-3 9,28 O T H1 O i f 39.45 , SEPTIC NOT ALLOWED C DESIGN: LLO ED 1 � G . (GARBAGE DIP ,B DISPOSER IS O E I 3 - 44 4 1 _ 0 10 DESI N FL OW:W.LO BEDROOMS P h __ G D GPD 4 0. 02 39.3 ( ) -I- 9 i . 440 .- � ----__ USE E A P _ G D DESIGN FLOW -I-40.3 i 44 880 i SEPTIC 0 _E IC TANK. P 2 . G D 40,34 3 2 3 .90 1 150 0 US E A A -I' 39• -I- GALLON SEPTICTANK / LEACHIN G: 8 p _ 7 --- 1 2(33.5- + 13 12.83) 2 2 4 4 .7 ) oSIDES: 2 GARAGE � 40• C� 39. 8 56 7 3 .5 x 2.8� � _ 3 1 3 .74 � 3 $_ _v 1 NOTES:_ E S. , F Y F -----_ BOTTOM: : O S 4 .J P W 3 PRO DWELL r F 4 . e , E h ' 1 � 'Q _ 40 39J 0 _ 615 L TOP FNDN 48.0 0 I 4 T5 TOTAL:.TL S.F. SF P 44 4 --- G D Cn 4 4 ASSU MED-------T ED ` ----__- 1: DATUM IS U SE 3 500 O GAL. LEACHING CHAMBERS (ACME r 4 , OR 4 4.90 M AVAII' 2 MUNICIPAL 1 F , � AL WATER � E s R S AEi 3 U A WITH 4. � E,Q L STONE AL AR\ L OUND 8 3 MI i NIM M PIP E U E PITCHI 0 BE 1 8 PER ,F FOOT. 44.98 � : .40 7 v 4. DESIGN G LOADING FO R fR AL T L PRECAST UNIT 10 S TO BE AASH 0 H w -� 5 PIP... E JOINTS T 0 BE__-- MAD WATE RTIGHT, ER i T GHT 4 , ' 'TH 2 6 6. ON C S R T UCTION, DETAILS- TO BE IN..- ACCORDANCE 0 DANC WITH E MA SS.SS.- s ENVIRO NMENTAL ENTA L CO D E T'IT LE V. 6 : 6 9 ; 7 '. THIS . ` S PLAN IS`F 46, 2 E OR PROPO SED OSED+ V SEPTIC E C SYSTE M 4'6;91 A E ONLY AND IS N = 2 0 F P OT , 8 ' 4 E 5, 8 S -t- 3 G T '0 BE US D ED R FO A 2 �• ._ NY T 0 H E ER PURPOSE. _.. - U OSE. 7.59` - i 5 8 _PIP FO R OR SE PTIC T Ic SYSTEM S M T E S 0 0 CH. 40 4 PV , � 4 4 ,27 7 ell r 2 -I- 7 F 6 i r. 4 .45-}- 6 9. CO MPONENTS ON N I E T 46.74 S NOT T a BE a 61 BACKF 7. 47.51 + ILLED+ OR CON,�I� �_---- CONCEALED WITHOUT .16 TOUT 7, INSPECTION s2 " EC ON Y B BOARD - , : 0 D OF HEALTH 47,0 EAL AN D N PE RMISSION ERMI SSION 0: BTAIN D E 7 1( >4 ,8 ® I R i F OM BO ARD OF HEALTH. �9 47 8 48 I 7 72 4 • LE GEND .98 ; 10 0.0 PROPOSED I 0 OSED SPOT ELEVATION N : 1 1 F rn 1' OOx 0 iT E SIN P EXISTING SPOT ELEVATIO N L T1 ,I 4 9 1 0 73 Q PROPOSED N 0 ED CONTOUR 9 4 44" 0 , �3. 7 5 EXISTING CONTOUR 00 E 0 TOUR 49 50.4�9 51 G�50,29 50.26 2,01 I 2 g TIT LE LE 5 SIT E PLAN 51.3 d A N I �i BOARD OF HE ALTH OF 51.78 LOT LAW T ONLAN #2AE _ MA 3 5 PP A RAVE D D 52 3 DATE E I N THE TO WN F 1 ..--�1`5 2.66 Q (CENTERVILLE) BARN STABLE T 531,32 off 5O8 a A BCE 362 541 _ I ' G fax 508 362 9880 PREPARED FO R: 5 . BAYB ERRY R ER Y BUIL DING L NG 8 GAO W n Cape n e ineerin in , c , T ,29 54.90 P 9 9 5 54.53 5 < 20 0 20 , 40 80 CIVIL I L ENGIN EERS f I LAND SURVEYOR S 5 5,36 . S _ A C LE. _ DATE.1 �0 AUGU ST T i S 20 200 5 93�9 main st. r a ouch r�rn a06 �6 2 75 5 ,31 � -k 6' Y I 56.16 I i I 57.12 57, : i 57,23 57.67 O R �R N� OF T� O A ARN RNE � E O A i1. .�-- BENCH MARK CTF4 OF ,- BE_ G � I VI QtAl.aq L 9 - 57.7 C BASIN ELEV. �o . 307 A 03,� 108�,2A DL ROA b � w SHOOTFLYINGHIL o _ A OJALA P. .L.S DA TE