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HomeMy WebLinkAbout0027 KALMIA WAY v u o � 36!+ ev O ` 2 ` LOT 1.34 AC.+ Of 33� . 6 CERTIFIED PLOT PLAN PEM W. PREPARED FOR: DANIEL C. WOOD, TRUSTEE H LOCATION: 27 KALMIA WAY TOWN: BARNSTABLE SCALE:..1'-80' DATE: FEB. 23, 2005 DEED BOOK: 19307/51 CTF: ASSR'S. MAP/PARCEL: 188i49-1 G!` PLAN BOOK:.468/68 LC PLAN: - FILE: 751-1-I. PROFESSIONAL LAND SURVEYOR SOULE.LAND SURVEYING I HEREBY CERTIFY THAT THE CONCRETE FOUNDATION 103 VESPER POND DRIVE SHOWN ABOVE IS LOCATED ON THE GROUND AS INDICATED. BREWSTER, MA. 02631 -4728(508) 255 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY a' PARCEL ID 188 049 GEOBASE ID 10881 ADDRESS 27 KALMIA WAY PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT : DISTRICT CO PERMIT 89656 DESCRIPTION 4BDRM SIN FAM/ATT GAR%#80834 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services g Y TOTAL FEES: $25.00 BOND �` .00 CONSTRUCTION COSTS $ ., .00 tt1E 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE BARNSTABLE, MASS. 1639. A1� EO MA'S BUII✓D, N_G' . �SION BY DATE ISSUED O1/12/2006 EXPIRATION DATE/ r __ �All * 1000 000 �3 'ak013A E "il i KALMi l WAY CENTERV I[.ALE ' BLOCK f _ llEVr LOPMEN`i' BU834 DESCRIPTION 4 BDRM BEW�'< BUILD TITLE CdEW RES[DENTIAL ?LD(', PM':' ;a PROPEi.'TY OWNXR Department of Regulatory Services $1- ,,i30 .00 i tr 00 0� Mtl COISTS $300,000.'00 J. BINOLk; EAM dC?MI: DLTA: iD 1. PRI Vt '�'E a 13 MASS. ,� a 4 FDMPr� BUILDING DIVISION , h BY T; DATZ,' ISSUED i 1/29/2004 R.<;P i Rki'i(,N DA`i F THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURI ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.TF 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 ON JOB AND WHERE APPI.I 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION j 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS AAE (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUA - 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATION: 4.FINAL INSPECTION BEFORE OCCUPANCY. 11 To BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 0 wl nA c, ' r 2 ;.2 j'1�/�� Fow 2 A,117113 17- a(�, F 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT dAg J4 ,2 14i 2 BOA OF H A a OTHER: SITE PLAN REVIEW APPROVAL !.lo�✓zScrz2 0%,43—CA0 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN,SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. ,.: TION. A iIL T' 1• 1 r+ b 1 1 1 , J� r i� . TOWN OFNSTABLE BUILDING PERMIT AP ATION Map Parcelt# Health Division k. r - © ��Y�'' Date Issued 2 Conservation Division J i �d � 1/0/6; �y Application Fe _ /y� Tax Collector 7Cd Z-IAI 5j3 Permit Fee Treasurer SEPTIC (jj Planning Dept. yf �� �d P � . � � ''`',�N E p�\DNS Date Definitive Plan Approved by Planning Board ���— �o1 A'2`�` Fr Historic-OKH Preservation/Hyannis Project Street Address A(F}1 ,a Village �N/zs2�//eGLs Owne6(f'h L-r? 5�2L/�UG -YD Wee)b Address J6 �L'Z n1 Telephone �'��� ' /,� •,3G�2� / D l0 Permit Request S�Lcs /—r9 /�y 1m� ��� ' cS�l � 61a_ W/VO 0 U NC L_v 0 � C� -Ve Square feet: 1st floor: existing proposed a 2nd floor: existing proposed Total new 30 Zoning District Flood Plain Groundwater Overlay Project Valuation=ADO, 0,00 Construction Type A& , Lot Size J a 3 D 1kM.113 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes h'No Basement Type: A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) &/d Basement Unfinished Area(sq.ft) L9_40 Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: D.Gas ❑Oil ❑ Electric ❑Other Central Air: 04xes ❑No Fireplaces: Existing New 1� Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes -k No If yes, site plan review# Current Use �_et "/' Proposed Use BUILDER INFORMATION CID Name. Telephone Number k/8 Address _` fC'.�hi/� it License#` f'yJf— Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5,.,47V1'rY' 7d Al DATE SIGNATUR L '� FOR OFFICIAL USE ONLY PERMIT NO. r DATE ISSUED MAP/PARCEL NO. ADDRESS- = VILLAGE `IWWNER DATE OF INSPECTION: FOUNDATION 'C3l'' FRAME �, ' �3 'U lam' / LI -U , i INSULATION f , FIREPLACE *®. g 2l o, ELECTRICAL: ROUGH FINAL OLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ V FINAL BUILDING R1 2 L 1 2 Z. DATE CLOSED OUT , ASSOCIATION PLAN NO. C) l q4 �L) Y f= P Affidavit of Substantial Financial Interest of r,� C'L'�'�-��'`tom , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel The address of the property is I.OT -44 9-+ !k tMAV 2. 1 have d % 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 10 l 7-9 I0 q , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address b C�c��rr� 0�.5 � 5 f6N 0 �r� Wcs r&,jOOO ALA 4, Within the last twelve months, from today's date,which is I a Z� , 1 have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which l have a 1% or greater legal or equitable interest. l have submitted �" building permit applications for g, .Within the last ten days, property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received " building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of per'ury,,thisa day of 200_. 9 1 2001-00501affin O/LOTTERYIAFFIDAVIT oFt > Town of Barnstable Regulatory Services BASNSTABL& Thomas F.Geiler,Director y MAss. q,A 039. A Building Division CFO Mp'l Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ---------------- - ---------------- ---- ------- HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: /9Gi/y!�✓f al.f y 6 el—y r5;7zi/!C'C[r number street village "HOMEOWNER": _`61V 0 g; name home phone# work phone# CURRENT MAILING ADDRESS: C���tlrz y<La- �� Dom 431. city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. o Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fbrm/certification for use in your community. Q:forms:homeexempt Commonwealth of Massachuset .Department of Industrial Accidents — WCO sfkYs~M - 600 Washington Street Boston,Mass. 02111'. Yorkers' Cow ensation.Insurance Affidavit-General Businesses ,3••.. w,p„(w,y,;er,St.s. T+,: A%IJ.r 6- �) (,,. --- --- R [✓//l tf state zip: ( �004. phone 0 city work site locatiosi(full addressl:�� � "�� %i/� !aV A+� �rN�d i`/� . C, ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑Restaurant%BaAating Establishment working in any capacity, ❑ ice❑ Sales(including-Real Estate, Autos etc.)' El am an em to er with eta to ees(full& art time) then I am an.q�!ployer providing Workers compensation for my employees working on this job. :y, ..ii.'t.•,lrl:s% .. '•i r•p'• .S: 't:l" '•!"' 1:'r — •,••i.';.i .:l•., :�•t .Ji .: �:: .^`(,•. _.r., �j• rt•:,i..r.7,4 •'t' .)' "t,�' .{ '•7• :ii 'tt:.•rCt'� Iota an .i ��. s,. .:�'f f:,' ••S• '::;. .:i` .i+.:: _ .i.� r..... :1` rr"L .i. rt'��:.:i.. .,. i •.is;... ,..•y,.•. .i .. . ';• Moue,#:".':'•; 15 •Ir � '�• •1 •fit 'q !(• •t. •1. '.,:1� r4'• •,• . nsiirarice.cdr:' I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ; .compensation polices: :fit•; ,; ,.(• ,• •'' ,, .• ti' } •,; •{ ,•,7' •��'i.t::,r' ;:..• ;r, :}i'r •ys�.,,:^� :.r •ry' .1.+./•.:'i: :';r.':i:l' :ran name: coin ';.. � .:• :�,•:,•:.., - address:. rf on in .,� ,: .~`.•' .•. r,11�: �;:' Folic :#�''• ���'r:x;.' •-�;.',,. t. surance //// address:. ~ 1 : . .—r.•,••'s0:•�:• ..'I. .r, j:• '•s.. :ii:,•..:ar.•.:': '•O�1C:yr#->'.:' — insiirance Failure to secure coverage as required under Section.25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the Nd m of a STOP WORK ODDER sad a fine of$100.00 a day against me. I understand that s copy of this statement may be forwarded to the Office of Investigations of the DI A for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct ����(/� Date Si�ah� ��'-- �� 'VDU • . Phone# �� • ��$ .3 G� • print name Official use only do not write in this area to be completed by city or town official . city or town: permittlicense# ❑Building Department ❑Licensing Board. l ❑-check if immediate response is required ❑Selectmen's Office ❑Health Department contact person phone#; Other (revived Sept 2003} Inforrriation and Instructions Massachusetts G�.eral Laws chapter�152 section 25 requires all employers to provide workers' compensation for their. employees: As quoted from the law', an employee is.defined as every person in the service'of another under arty contract of hire; express or implied; oral or written. An emP foyer is defined as an individual,partnership, association, corporation or other Legal entity, or any two or mare of the foregoing engaged m ajomt enterprise, and including the Legal representatives of a deceased,emp oyer, or the receiver or association or other legal entity, employing employees. 'However the owner of a trustee of an individual,Partnership,.. dwelling house having'not'inore than three apartments and who resides therein, or the.occupant,of the dwelling house of another who employspersons tom do. aintenance, construction or repair work on such dwelling house or on the grounds or thereto shall not becaus building appurtenante of such emiployment.be deemed to be:an employer. :. MGL chapter 152 section ZS also'states that'every state*or local licensing agency shall,�ft hold the issuance or renewal of a license or permit.to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the' ' commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until ompliance with the insurance requirements.of this chapter have been presented to the contracting acceptable evidence of c . authority. is � I, App h Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation :Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents-for confirmation of insurance coverage. ALso'be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being artmnt of Industrial Accidents. Should you have any questions re' di:ng'thd"law" or if you are e to not the T?ep . requested, .. r aired to obtain a.workers'•compensation policy,please call the Department at the number listed.below. �l to,. City or Towns . Please be sure that the affidavit is cbmplete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill.in the pernutlhcense number.which will be used as a reference number. The.affidavits+may.be.returned to the D' ailment bymail or,FAX unless other'arrangements have been made. ep The Office of Investigations would ble to thank ybu in advance for you cooperation and should you have any questions, please do not hesitate to give us a-call.. The Department's address,telephone and fax number: . , The Commonwealth Of Massachusetts Department of Industrial Accidents @ttice of�eirssn�ariens ' 600 Washington Street Boston,Ma. 02111 fax.#: (617)727-7749 phone#: (617) 7274900 ext:406 1 03/03/05 12:42 FAX 17815855249 _ _ FANULY,CHOICE MORTGAGE 001 -ry ADo,�-� m SC CALL®2003 DESIGN REPORT- US Thursday,March 03,2005 09:29 &OISE" Triple 1 3/4" X 18"VERSA-LAM®3100 SP File Name; D Wood_27 Kalmia.BCC:'FE02 Job Name: Description: Address: 27 Kalmia Way Specifier; City,State,Zip:Centerville,MA Designer: Joe Madera Customer. Dan Wood Company: Shepley Wood Products Code reports; ICBO 5512, NER 629 Misc: _ — r T I 3 T T I T I —I I —�I—+— —f— 4 —I— ', i I Standard Load-4o psf 110 psi TrlDutary91•0 {.T.,_�r ,:;i,$. .�,:,.;:•;,.,•":., •' °f '9i r� ,�,', ;; t litl 4 G$�;,� . 'id$ d,I$G$1$,j,,.,• ,..$��°a:IYr':,�:. . " $��r.�G�, r 3;.$t tdl; 'Y•r; 1 Ir# „a• IGJ..G.E..,,,rFad4sstG1�4.YY.Y�,.r1„ GIs !�+ '%,u,�fEttAYY11 'YAtt+il ,I'1'r.Y.; +bllGl}11G}� rs�d4ld,l$IY.L4.1;I:AdM,RT•liW�v ..:.uR�'�IXIV1, .4. Fit 61 29b2 lbs LL 3145lbs LL 25'•4 ibs DL 2604 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Tdb. Dur. S Standard Load Unf.Area Left 00,00-00 20-00-00 Live 40 psf 01-00-00 100% Member Type; Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 int wall Unf.Lin. Left 00-00.00 20.00-00 live 0 plf n/a 90% Left Cantilever: No Dead 60 plf nla 90% Right Cantilever: No 2 attic Unt_Area Left 00-00-00 20-00-00 :Live 20 psf 01-00-00 100% Dead 10 psf 01-00-00 90% Slope: 0112 3 ®xtwall Trapexoidal Left 00-CO-00 Live 0 plf n/a 90% Tributary: 01-00-00 10.00.00 Live 0 plf n/a 90% 00.00-00 Dead 0 plf n/a 9D% 10-00-00 Dead 140 plf n/a 90% 4 ext wall Trapezoidal Right 00-00-00 Live O plf n/a 90% Live Load: 40 psf 10.00-CO Live 0 plf n/a 90% Dead Load: 10 psf 00.00-00 Dead 0 plf nla 90% Partition Load: 0 psf 10-CO-00 Dead 140 pit n/a 90% Duration: 100 5 beam Conc,Pt' Left 10-06-OC 10-06-00 Live 4847 Ibs nia 100% Dead 1597Ibs n/a 90% Disclosure The completeness and accuracy of Controls Sumrnary the input must be verified by anyone Control Type Value %Allowable Duration Load Case Span Location who would rely on the output as Moment 45096 ft•lbs 64.4% 100% 2 1 -Internal evidence of suitability for a Neg.Moment 0 ft-Ibs nla 1000/0 particular application. The output End Shear 5463 Ibs 30.0% 100% 2 1 -Right above is based upon building Total Load Deft U442(0.543") 54.3% 2 1 code-accepted design properties Live Load Defl. U762(0.315") 47,20/c 2 1 and analysis methods. installation Max Defl. 0.543" 54.3°io 2 .1 of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets Code minimum(LI240)Total load deflection criteria. and the applicable building codes. Design meets Code minimum(U360)Live load deflection criteria, To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria, you have any questions,please call Minimum bearing length for 90 is 1-112". (800)232-0788 before beginning Minimum bearing length for 81 is 1-112". product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span¢112 min.end bearing 4 1/2 intermediate bearing BC CALCO, BC FRAMER®,SCI4D1 BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMT"' VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS& VERSA-STRANDTM', VERSA•STUDO,ALLJOISTO end AJS'"1 are trademarks of Boise Cascade Corporation. Page 1 of 2 Z00 2 35y'D,ISO N BDIOHD A IINVA 6fiZgg8ST8Li fFA Zb t Zi 50/EO/CO SC CiAL.C® 2003 DESIGN. REPORT -US Thursday,March 03,2005 09:29 Triple 1 314" x 18" VERSA-LAM®3100 SP File Name. D wood 27 Kalmia,BCC:FB02 Job Name: Description: Address: 27 Kalmia Way Specifier City,State,Zip:Centerville,MA Designer; Joe Madera Customer Dan Wood Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule appliss to both sides of the member- Member has no side loads. Concentrated loads are not considered In side load analysis. Connectors are:16d Sinker Nails COU 3DHD,LSOH SDIOHD A IINVA OZ599MLT XVd Ct:ZT SO/CO/CO BC CALL®2003 DESIGN REPORT — US Thursday,March 03,2005 09:29 Triple 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project: F801 Job Name: Description, Address: 27 Kalmia way Specifier City,State,Zip,Centerville,MA Designer. Joe Madera Company: Shepley WOOd Products Customer: Dan Wood Code reports: ICBO 5512,NER 629 MIsc: ! 1 1 1 1Lii : 1 • — t • r ITr_� ;..,.4opsiI1opaf T•IStantla�dLoad `butary 14-00-00 1_ ,- n . r'rIlr..nitis,•„¢. .'t1 rldllw'�'r1T'.,'rti�f•.'".t��ld.i'Y�lt''•`o�r�. ,�,,.}�1�ro�rl4f4tr1�¢P ra��f •�iu�t• r.• � 4,.. 1¢r:'` 'rr°6,�' f%`•i .`!'4i ' flu„) ,� ;¢Yy,,..9..•tip y�qr+'rl ,ePj'il d9,1 Nita g�w. t,aaa u4EYr} I�;� 1.�.=Ira f{o,µdEi 13=d1' lY° ,, ��°�S�itla.!:r.r�•�� sfA�ka�¢'�"�'"�;`�ii'��,1'�f.t1 .,p�¢2������. t 6p.1�1�z� lfr.�+t�•ao�.��ti�„s t7� 1111, „¢l.rali�aa., s&..,�k,vd���.._.,,vz�4��' :, � 61 BO 4847 Ibs LL 4847 lbs LL 16V lbs DL 1597 lbs OL Total Horizontal Length-13.06-00 General Data toad Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value 14-00.00 1000%0% S Standard Load Unf.Area Left 00-00-00 13-06-00 Live 40 psf a-0 Member Type; Floor Beam Dead 10 psf 14-00-00 90% Number of Spans: 1 1 attic Unf.Lin. Left 00.00-00 13-08-00 Live 158 pit nla 100% Dead 79 plf n/a 90% Left Cantilever: No Right Cantilever: No Controls Summary Slope: 0112 Control Type Value %Allowable Duration Load Case Span Location Tributary: 14-00-00 Moment 21746 ft-lbs 681% 100% 2 1 -Internal Neg.Moment • 0 ft-lbs n/a 100% End Shear 5499lbs 45,6% 100% 2 1 Lett Total Load Deft. 033(0.487") 72.1% 2 1 Live Load: 40 psf Live Load Defl. U442(0.366") 81.4°ia 2 1 Dead Load: 10 psf Max Dell. 0.487" 48.7% 2 1 Partition Load: 0 psf Duration: 100 Notes Design meets Code minimum(u240)Total load deflection criteria. Disclosure Deslgn meets Code minimum(0380)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for 80 is 1-112". who would rely on the output as Minimum bearing length for 61 is 1-112". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)a Clear Span+V2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Nailing schedule applies to both sides of the member. of BOISE engineered wood Member has no side loads. products must be in accordance with the current Installation Guide Connectors arw.i6d Sinker Nails and the applicable building codes. To obtain an Installation Guide or if a=21. —you have have any questions,please call b=3" — (800)232.0788 before beginning c a 4" a product installation. d—12" ' • T • BC CALCO,SC FRAMERS BC10, e=3.0 a I o „j•'y BC RIM BOARD- BC OSS RIM —1 BOARD- BOISE GLULAM'm VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUSO, 7— p o VERSA-STRAND"' 2 I VERSA-STUDt,ALLJOISTO and -t- AJS-are trademarks of 4 b Boise Cascade Corporation. Page 1 of 1 bUO� 3O6'DISON 30I0H5 X'IIHVd 6bZSS89T8LT XNd Cb:ZT 50/EO/CO From:Joe Madera 508-862-6007 To:Dan Wood Date: 10/28/2004 Time:4:13:10 PM Page 2 of 2 BOLSE BC CALC®2003 DESIGN REPORT - US Thursday,October 28,2004 16:11 Triple 1 3/4" X 18" VERSA-LAM®3100 SP File Name: D Wood Lot 1 Kalmia_Dumont.BCC: FBO1 Job Name: Dumont Description: BEAM(S)OVER GARAGE Address: Lot 1 Kalmia Way Specifier: City,State,Zip:Centerville,MA �//����i Designer: Joe Madera Customer: Dan Wood 1�.��,(f G UL S Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 C or �m� Misc., Standard Load-40 psf 110 psf Tributary 12-00-00 BO 5760lbs LL B1 1759 Ibs DL 5760 Ibs LL 1759 Ibs DL Total Horizontal Length-24-00-00 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 24-00-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Number of Spans: 1 Dead 10 psf 12-00-00 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 45114 ft-Ibs 64.4% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Tributary: 12-00-00 End Shear 6579 Ibs 36.0% 100% 2 1-Left Total Load Deft L/314(0.917") 76.4% 2 1 Live Load Defl. L/410(0.702") 87.8% 2 1 Live Load: 40 psf Max Defl. 0.917" 91.7% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-5/8". Minimum bearing length for B1 is 1-5/8". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Nailing schedule applies to both sides of the member. code-accepted design properties above based upon building Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance a=2" with the current Installation Guide d and the applicable building codes. b-3 a To obtain an Installation Guide or if c-7 you have any questions,please call d- 12 C (800)232-0788 before beginning e=3" product installation. 0 0 0 BC CALC®,BC FRAMER®, BCI®, e o o • BC RIM BOARD Tm,BC OSB RIM . 1— BOARDTM,BOISE GLULAM TM, I` VERSA-LAMS,VERSA-RIM®, b VERSA-RIM PLUS®, VERSA-STRANDTM VERSA-STUDS,ALLJOIST®and AJS TA°are trademarks of Boise Cascade Corporation. Page 1 of 1 lU, .,Ur LUUY LZ. UL tenor roorjl UAF L CRUD INSULATION PAGE 02 Permit Number REScheck Compliance Certificate Checked By/Datc Massachusetts Energy Code - REScheckSoitware Version 3,5 Release le Data filename: C:Trogram Files\Cheek\RFSehcck\i12150,rck PROJECT TITLE: New Custom Home CITY: Centerville(Barnstable) STATE.Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HF_ATING SYSTEM TYPF,: Other(Non-Electric Resistance) DATE: 10/29/04 DATE OF PLANS: 10-20-04 PROJECT DESCRIPTION: Lot 1 Kalmia Way Centerville,Ma. 02632 DF.,SIGNLR/CONTRACTOR: Dan.Wood 38 Evelyn Cir, Centerville, Ma. 02632 PROJECT NOTES: Ma. Check By Cape Cod Insulation COMPLIANCE: Passes Maximum UA=878 Your Home UA=859 2.2%Better. Than Code(UA.) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 3557 30.0 0,0 _ Ceiling 2: Cathedral Ceiling(no attic) 124 19 Wall 1: Wood Frame, 16"o.c. 4$�920 19.0 0.00 0.0 233 Window 1: Vinyl Frae:Double Pane with Low-E m 33 0:340 113 Window 2; Vinyl Frame:Double Pane with.Low-E 33I 0,330 109 Door 1: Solid 40 Door 2: Glass 0.320 13 240 0.340 82 Floor 1: All-Wood Joict/Tr,uss:Ovcr Unconditioned Space 3557 1.9.0 0..0 Furnace 1: Forced Hot Air, 78 AFLJF 1 167 COMPLIANCE STATEMENT. The proposed building design described here is consistent with a the building plans,sPecificaticros. u.d other calculations with the permit application. The proposed building has been dcsi.gned to meet the Massachusetts "• "'-'f �`+`-'� i�-.VL JlJ ll f f OU f Jl kjArt l:Uu INbULA I IUN PAGE 0.7 .y -Energy Code requirements in REScheckVcrsioa 3.5 Release le (formerly MECchec4 and to comply with the mAndatory requirements listed in the RESeheckInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been detcrmined using the applicable Standard Dcgi gn Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as spceitiod in Section 780CUR 1310 and J4.4. Builder/Designcr Date 1Of JUI ZrAJ4 IL: UZ DUO(toot ji UW t UUJ iNSULA I iUN HA(UE 04 h REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftwarc Vcrsicm.3.5 Release I DATE: 10/29/04 PROJECT TITLE; New Custom Home Bldg. I Dept. I Use I I I Ceilings: [ } I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(oo attic),R-3-0.0 cavity insulation I Comments: I Above-Grade Walla: I ] I 1. Wall l: Woad Frame, 16" o.e_,R-19.0 cavity insulation I Comments: I I Windows: [ j I I. Window 1: Vinyl Frame:Double Paine with Low-E,U-factor:0.340 ! For windows without labeled U-factors,describe featurm. ! #Panes Frame Type Thermal Break?[ ]Yes[ ]No ! Comments: [ ] I 2, Window 2: Vinyl Frame:Doublc Pane with Low-E,U-factor:0.330 I For windows without labeled U-factors,describe features: 4 Panes Frame Typc Thcsmai Break?[ Yes[ ] No I Comments: Doors: [ ) I 1. Door. 1: Solid,U-factor: 0.320 I Comments: [ ] I 2, Door 2: Glass,d,i=factor: 0,340 Comments: I Floors: f ] I 1. Floor 1:All-'Wood Joist/Truss:Over Unconditioned Spacc,R-19.0 cavity insulation I Comments: I Heating and Cooling EgWpment: [ l I I. Furnace l:Forced Hot Air,78 AFUF,or higher I Make and Model Number I I Air Leakage: [ ] I Joints,penetrations,and aH other sucb openings in the building envelope that arc sources of air leakage must be sealed. [ ] I When installed in the building envelope,recc§sed lighting fixtures shall meet one of the following requirements; I I. Type 1C rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space, I 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 I L/s)air movement from the the conditioned space to the ceiling cavity, The lighting fixture I shall have been tested at 75 P.A or 1.57 lhAU pressure difference and shall be labeled. I Vapor Retarder: lur .1u7 GUU`i 1L.UL :1U0 f f O:J f Jl UfArL UUV 1N5ULA 1 lUN F-AGE. 05 Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors_ I Materials Identification: I l I Materials and equipmmt must be identified so that compliance can be determined. [ ] Manufacturcr manuals for all installed heating and cooling cqui.pment and service water heating equipment must he provided. [ ] ( Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. ( Duct Insulation: [ ] ( Ducts shall be insulated per Table J4.4.7.J. Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces.used to transport air,shall be sealed ( using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are leas than l/8 inch. Duet tape is not permitted. [ ] ( The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ l I Thermostats are required for each separate HVAC system. A manual or automatic means to ( partially restrict or shut off the beating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ) ( Rated output capacity of the heating/cooling system is not greater. than 125%of the design load as specified in Sections 78OCMR 1310 and J4.4. I Circulating Hot Water Systems: ( ] I Insulate c irculatuag hot water pipes to the levels in Table 1. Swimming Pools: C ] I All heated swimming pools must have an on/offheater switch and require a cover unless aver 20°/n of the heating energy is fi om non-depletable sources. Pool pumps require a time clock. I Heating{and Cooling Piping Insulation: HVAC piping conveying fluids above 120 OF or chilled fluids below 55 T must be insulated to the levels in Tablc 2. i ur �w Luu- 1 L. CJL uuo r r ou t J1 l ArL UUV 1N5ULA I IUN PAGE 06 ;o Table 1: Minimum.rnsutation Thicloress for Cirmhzling Ilot Water Pipes Insulation Thickness in Inches Pi Sues Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(P) Un t- Up to 1.2F 1.5"to 2.0" Over 2° 170-180 0.5 1.0 1_5 2.4 1.40-1,60 0.5 0.5 1..0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mb mum I,r_sH& on Thickness for HVAC Pees. Fluid Temp. Insulation Thickness in Inches b Pie Sizes Piping System Tvac4 Ran pq la 2" Runouts i"and Lew 1,25" to 2" 2.5" to 4" Heattng Systems Low Pressurcri-cmperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 Lo 1.0 1.5 Steam Condensate(for 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 13elow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Bni.lding Department Use Only) Daniel E. Braman, P.E. 189 Harbor Point Rd �1. �T �T �dC:��� �,,p'r Cununaqutd MA 02637-0361 4 Cb t QQ t �LAS- M i q UJ o0o IZ - -a. w z t �c 12.3 1�O aLo J 14 c.Hy CL c+cL I ks t (V ®f" d kA&A4 -S t k>ns d..� .ar 0 care� vw'� �y�e.1 �e VL(!' .tv e.er: DAP4IEL E. It � BRAY-AN "� ® STRUCTURAL RAMSBEAM V2 . 0 - Gravity Beam Design LAensed to: Dan Braman, P.E. Job: Kalmiah Street, Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X30 Fy = 36. 0 ksi Total Beam Length (ft) = 23. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 030 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 23. 00 0 . 180 0. 180 0. 000 0. 000 0 . 480 0. 480 SHEAR: Max V (kips) = 7 . 93 fv (ksi) = 2 . 47 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 45. 6 11. 5 0 . 0 1. 00 14 . 18 24 . 00 14 . 18 24 . 00 Controlling 45. 6 11. 5 0. 0 1 . 00 14 . 18 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 41 2 . 41 Max + LL reaction 5. 52 5. 52 Max + total reaction 7 . 93 7 . 93 DEFLECTIONS: Dead load (in) at 11. 50 ft = -0. 191 L/D = 1441 Live load (in) at 11. 50 ft = -0. 438 L/D = 630 Total load (in) at 11. 50 ft = -0. 629 L/D = 439 THETp The Town of Barnstable BARE. Department of Health Safety and Environmental Services MASS. 0 pTEUM Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice R Type of Inspection r'-G nf\ C Location 2 7 �M , r, L,n Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: P(�G M Q, (DO,R GA V CAA r C-J a, �'C� 0, t C� Z Lt V t n r vv� NC- n 4 C�\c (D r it l r q C'_ 0 Q Inc C V- i ,~�` r 3 Tr�(�'J��A LJ /I R. � ry) I/-I d )V `R� ILI c_ Ole Please call: 508-862-4038 for re-ins ect on. Inspected by O Date / "� BOOK VW PAGE P' P ti 3 Joe 'LOCUS MAP P•�S p // ��' 4a9 FAD p r <4 n � ZONE RD-I 6 AP MAP ISS PCL 49 , �h 9� ' �r �df� // �91iy. ysy,Il LOT 2 /*A /.6/AC LAAAV rF r 4y • /� / FA[ CB FAD ~ LOT / / 13J7A4 iom y'` - �s .C"AC- W£7LAAD ' ,(J33 AG CFLAAV P 5 �Iqr a y F.` * Or 3 G � PLAN OF LAND IN BARNSTABLE(cwowL-) MASS. BARNSTABLE PLANNING BOAR® FOR APPROVAL UNDER THE suBoloR �� LAW NOTREO Wa QD9D ALPHEGE T. 8 VIVIAN.F. NAULT y� O 2�0 DATE SCALE I': .40' .MAY 16.1989 , (b `\ BARTER 8 NYE,INC. v` REGISTERED LAND SURVEfCR ~ I CERTF^f THAT THIS RAN CONFORMS TO `r ��, 9�.im•, CIVIL ENGINEERS THE RULES AND REGULATIONS OF THE `�' P //`"- "i,k OS TERVILLE,MASS. REGISTEffRS eOF DEEDS. •`/� ` 166199J i ic&2W ;ice 239 � I, UNA E. CHADWICK of Barnstable (Centerville), Barnstable County, Massachusetts, for consideration paid, and in full consideration of One Dollar ($1), grant to ALPHEGE T..NAULT and VIVIAN F. NAULT, husband and wife, as tenants by the entirety, both of Crosby Circle, Barnstable (Centerville),- Barnstable County, Massachusetts, with QUITCLAIM .COVENANTS, a parcel of vacant land in Barnstable (Centerville), Barnstable County, Massa- chusetts, bounded and described as followac Beginning at the northwesterly corner of the premises at a stake and stone set by a cranberry bog and upland, formerly of Gorham F. Crosbyj thence running Easterly by said Crosby's upland as the fence now or formerly stood, about 423 feet to a stake and stones set by woodland formerly of Andrew Bearae; thence.southerly by said woodland about 322 feet to a stake and stones set about 2 feet from a cartway; thence westerly about 2 feet from said cartway about 422 feet to a stake and stones set by land formerly of said Bearse; thence northerly by said Hearse's land about 122.5 feet to a stake and stones; thence westerly by said Bearse!s upland about 74 feet to said cranberry bog formerly of said Crosby; thence northerly by said Crosby's cranberry bog to the first named bound.or.place of beginning. Pc. �(6 2- Containing 3-1/4 acres, more or less. Being all, the same premises conveyed`to-me by deed of Leonard F. Hamblin et ux dated January 18, 1939, recorded in Barnstable Daeds Book 591, Page 168, however otherwise bounded and described. WITNESS my hand and seal this d�� day of October, 1974. • i FS COMMONWEALTH OF MASSACHUSETTS ,/Barnstable, so. Octobero J974 Then personally appeared the above named Una B•,pjd4 wick and acknowledged the foregoing instrument to be her f •a ► ' deed, before me .$ JOMM R/Ala as .J"`•Y `' AT°""""'W My commission expires: /y s..Owl m■nr ��`f/. 6�1 Notary 5� ; ,w LAW OFFICES OF THEODORE N. SCHILLING, P.C. 1550 FALMOUTH ROAD,SUITE 10 CENTERVILLE,MA 02632 TELEPHONE: (508)775-0700; FAX: (508) 775-0792 www.lawcapecod.com EMAIL: law@cape.com November 8, 2004 Mr. Thomas Perry Building Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Application of Daniel C. Wood for Building Permits Lots .l .and .2 Kalmia Way, Centerville, MA: Assessors' Map 188-49 Dear Tom: F I have researched the title to the above-captioned property for. Daniel C. Wood. I find the property has been owned by Alphege T. Nault and Vivian F. Nault from October 29, 1974, to date. The original property contained 3-1/4 acres. The Planning Board approved on June 5, 1989, a plan which was recorded on February 27, 1990, in Plan Book 468, Page 68, which created two (2) lots containing over one (1) acre each. A copy of that plan and referred to Deed are attached. Under 4-4 .2 (6) when the two acre zoning was passed on October 26, 2000, the existing one acre lots were exempt from merger. Therefore, it is my opinion that the two lots have independent building status. Please note that the Assessors' map shows it as one lot, but that, of course, is in error. Apparently, the town never picked up the duly recorded plan as referred to above. If you have any questions, plea e d not e ' tate to contact me. Ver ur , TAS:mcp od r Schilling Ai;l,. [ ty.'4 iNU. vivian' Estacc,Inc. A� w6D ;- STANDARD FORM LAND 627 Sou yeir.Swat August 25, 2004 PURCHASE AND SALE AGREEMENT Ccntavilla,MA 02612 Theodore A. 508-775-4158phrift Schilling 508.775-5122&x 1 PARTIES This day of 20• AND MAILING Alphcgc T and Vivian F Nault ADDRESSES 627 South Main R,agrees to SELL and Centerville, MA 02632 hereinafter called the SELIE (r�tfrn) The J Group or nominee hereinafter called the BUYER or PURCHASER, agrees to BUY, upon the terms hereinafter Set forth, the following described premises: 0 Kalmia Way(I(Rs 1&2)anJ 63 Pinc Trcc Ur Centerville, MA 02632 2. DESCRIPTION The ro further&vscriW at the Bamstablc County Registry of Dccds in Book 2114 Page 239' (grit in a»d,inciuoe P �� ry $�NY > $ tine rerererce) (0 Kalmia Way-lots 1 &2) anti Land Court Certificate 012422(63 Pine Tree[hive), being parcels of vacant land. 3. 1ITLE DEED Said premises are to be conveyed by a good and sufficient quitrimmi deed running to the BUYER, or to the (lilt in) nominee designated by the BUYER by written notice to the SELLER at least seven days lnserf proposed use before the deed is to be dehvered as herein provided, and said deed shag convey a good and clear record of property in(d). and marketable title thereto,dree from encumbovices,except Include in(e)by (A) Provisions of extsling twilding and zoning laws; speciric referonce any (b) Such taxes for the then cwmnl year as are not due and payable on the date of the delivery of restrictions,ease• such deed: menu,rAasss, (c) Any liens for municipal betterments assessed after the date of this agreement-, municipal and other (d) Easements,restrictions and reservations of record, N any,sa long as the same do not prohibit or liens and other materially interfere with the use of said premises for 2 slAile famil_��cpos tx houses ,to encumbrances. teetbbullt gn2Lots 1 and 2 on�y with access Ever Kalcria Way for 4. PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER"I delver such plan with the deed in form adimpate for recording or registration. 5. REGISTERED In addition to ft fang,d the title to said premises is registered,said deed shall be in form sufficient TITLE ''or issuance of a Cerpf"te of Title of said premises,and the SELLER Shall deliver with said deed aft instruments,If any,necessary to enable such Certificate of Title to be issued. 6. PURCHASE:PRICE Tthe agreed purchase price for said premises is $700,000.00 (till in):space is allowed to write Seven Hundred Thousand out the amounts it desired dollars,of which S 35,000.00 have been paid as a deposit this day and S $ 665,000.00 are to be paid at the time 0(delivery of the deed in cash,or by certlfted, cashier's,treasurer's or bank c►eck(s). S $ 700,000.00 TOTAL 7. . TIME FOR Such deed is to be delivered al 12:00 o'dock P M.on the 29th. _.• day of PERFORMANCE, September 20 04 ,at the Barnstable DE LIVERY OF DEED(rift in) Registry of Deeds, unless otherwise agreed upon in writing It is agreed that time is of the essence of this agreement. Q Com RIGHT1y 19)9,1964,1986 1987. 1968, All rights reserved. This forth may not be copied or 1-999,290e ram .reproduced in wtlole or in part in any manner GREATER BOSTCN REAL.ESTATE BOARD whatsoever without the prior written consent of the FORM NO, RA153 EQUAL.HOUSING OPPORTUNRY Greeter Boston Reai Estate Board. 2l. 2i)`4 12: 24Pv N0. F2u2�P. 3 wvcJ�wry aruh Full possession of said premises free of all tenants and oecupa • CONDITION of delivered at the time of the delivery of the deed,said premises to be then in compliance with the provisions PREMISES of any Instrument referred to in clause 3 hereof. (attach atilt of exceptions, if any) 9. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance, of to deliver possession of the PERFECT TITLE premises,all as herein stipulated,of if at the We of the delivery of the deed the premise OR MAKE with the provisions hereof,then f4tii�ift�ratlsrtss s do not conform PREMISES �itifGififil�i�JW CONFORM 4c�tst�><t tSs the SELLER c=47easonable efforts to remove any detects in title,or to (Change period of deliver possession as provided herein,or to make the said premises conform to the provisions hereof.as time if desired), the case may be,in which event the SELLER shall give written notice thereof to the BUYER at or before the We for performance hereunder,and thereupon the time for performance hereof shall be extended for aperiodofthirty (30) calendar "days, provided such reasonable efforts do not cause the Seller to expend more than $2,000.00. 10. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession, or make the premises conform, as the case may be, an as herein agreed,then any OR MAKE payments made under this agreement shall be Forthwith refunded and all other obligations of the parties PEEMISES hereto shah cease and this agreement shall be void without recourse to the parties hereto. CONFORM,etc. 11. BUYER's The BUYER shall have the election, at either the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said premises in their then condition and to pay therefor the ACCEPT'TITLE purse price without deduction,in which case the SELLER shall Convey such title. 12. ACCEPTANCE The acceptance of a deed by the BUYER or the BUYER's nominee as the case may be,shall be deemed OF DEED to be a fuh performance and discharge of every agreement and obligation herein contained or expressed, except such as are,by the germs hereof,to be periornted after the delivery of said deed. 13. USE OF To enable the SELLER to make conveyance as herein provided the SELLER may; at the time of delivery MONEY TO of the deed,use the purchase money or any portion thereof to dear the tide of any or all encumbrances or CLEAR TITLE interests, provided that all instruments so procured are recorded Simuttaneously with the delivery of said deed. 14. ADJUSTMENTS Taxes for ft then current fiscal year shall be apportioned as of the day of performance of this agreement and the net amount thereof shall be added to or deducted from as the case may be, the purchase price Payable by the BUYER at Me time of delivery of the deed. 15. ADJUSTMENT If the amount of said taxes is not known at the dme of the delivery of the deed,they shall be apportioned OF UNASSESSED on the basis of the taxes assessed for the preceding fiscal year,,wilh a reapportionment as soa,as the AND new lax rate and vatuation can be ascertained, and, if the taxes wNdh are to be a all ABATED TAXES thereafter be reduced by abatement,the amount of such abatement,tens the reasonable costtof obtaiioned ning g the some, shop be apportioned between Me parties, provided that neither parry shall be otligated to institute or prosecute proceedings for an abatement union herein otherwise agreed, 16. BROKER'S FEE A Broker's fee for professional services of (fill 0 fee with Is due from the SELLER to dollar amount or NONE. The Buyer acknowledges that the Seller has disclosed prior percentage;also to negotiations that they.hold Massachusetts Broker's Licenses, name of Brokerage firm(s)) tflwttie i r 11. BROKER(S) The Brokers)named herein Vivian's Rcal Estate,inc. WARRANTY warrant(s)that the Broker(s)is(are)duly Iieensed as such by the Commonwealth of Massachusetts. (fill in name) COPYRIGHT 019Y9,18A�,l888,1fW7,t588,11991,20ee GREATER BOSTON'REAL ESTATE BOARD AtI rights reserved- 'L It ,2:24FI,: �v. vcr of "01 deposits made hereunder shall be held in es=w by Vi s Real Estate,Inc. (IrTI in name) as escrow agent subject to the terms of this agreement and shaft be duly accounted for at the time of performarme of the agreement, In the event of any disagreement between the parties,the escrow agent shall ROY retain all deposits made under this agreement pending instructions mutually given in writing by the SELLER and the BUYER.or a Court of competent jurisdiction. 19. BUYER's it the BUYER shall fail to fulfill the BUYER'S agreements herein, all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as Liquidated damage$o-ANAsA MMA,tLgx ZgftIn4tWk=A x DAMAGES ICaeitl�l�ts11t1t>ilia$�as�6tAecaecycaxl$e7teoaEasiptl�Octx lFl� *Oft, and this shall be the Seller's sole and exclusive remedy at law and in equity. 20. RELEASE BY bltK $ f 10�A01s It if lF 31 iW'e iF @�61i^ i¢ HUSBAND OR WIFE ttib��ht3:ttOdcilp 21. BROKER AS The Broker(s) named herein join(s) in this agreement and becomg(s) a party hereto, insofar as any PARTY provisions of this agreement expressly apply to the Broker(s),and to any amendments or modifications of sudi provisions to which the 8roker(s)agrees)In writing. 22, LIABILITY OF If the SELLER or 13UYER executes this agreement in a representative or fiduciary capacity, only the TRUS rEE, principal or the estate represented shaft be bound,and neither the SELLER or BUYER so executing, nor SHAREHOLDER, any shareholder or beneficiary of any bust,shall be personally Gable for arty obligation,express or implied, BENEFICIARY,etc. hereunder, 23. WARRANTIES AND The BUYER acknowledges that the BUYER has not been iMluencod to enter into this transaction nor has REPRESENTATIONS ENTATIONS he relied upon any warranties or representations not Set forth or incorporated In this agreement Or state none;if previously made in venting,except (s the folbwing sd0ttonal warranties and representations,if any,made any listed,indicate by either the SELLER O<the BrOker(s): by wtom each war- r&nty or rspresen- taticn was made 24. MORTGAGE CONTINGENCY r CLAUSE 010MOR , (omit d not provided for ' in Offer to - Purchase) - tfle " ---- 25,CONSTRUCTION OF This instillment,executed in multiple counterparts,is to be construed as a Massachusetts contract, is to AGREEMENT take effect as a sealed instrument,sets torch the entire contract bek%"n the parties,is biding upon and enures to ttre benefit of the parties hereto and their respective heirs,devisees, executors, administrators successors and assigns, and may be canceled, modified or amended only by a written instrument executed by both the SELLER and the BUYER. N two or mare persons are narTted herein as BUYER their obligations hereunder shag be joint and several. The captions end marginal notes are used only as a matter of convenience and are not to be considered a part of this agreement or to be used in determining the intent of the parties to it. 26. ADDI i IONAL The initialed rider,if any,attached hereto,are incorporated herein by reference. PROVISIONS Subject to the buildability of two lots. Subject to access from Kalmia Way SEE RIDER 1 ATTACHED HERETO AND MADE A PART HEREOF. COPYRIGHT 01979,11S4,1986,1987,1988,1991,2000 GREATER BOSTON REAL ESTATE BOARD All rights reserved. •: , n,Ii�d. �1 `ij;)Y� i�: ?jP�Y • NO. JLUL�e P• 5 4 his is a legal doo meet that Crestw Minding obligations. IF not under eonsutt an attorney. SE..LErl 4im F.Nauh 4Y�ER ��' � SE!CER,or Spou ,jAlphegeT.Nadr / BUYER Taxpayer ID/ OROKER(S) COPYRIONr m 1979,1904,1986,1981,1089,1991,20DO GREATER BOSTON DEAL ESTATE BOARD Ail rights reserved. ;t ^• n r -r Y NO. rn RIDER 1 TO PURCHASE AND SALE AGREEMENT BUYER: The J Group SELLER: Alph8gG T. Nault and Vivian F. Nault PREMISES, 0 Kalmia Way (Lots 1 and 2) and 63 Pine Tree Drive Centerville, MA 02632 31. TITLE TO PREMISES: Buyer's performance hereunder is conditioned upon title to the premises being insurable at standard rates on a Standard ALTA `orm B insurance policy by companies licensed to do business in the Commonwealth of Massachusetts Withcut exception for any Ratters not expressly permitted hereunder, or permitted by Standard Convevance Practic_s of the Real Estate Bar Association for Massachusetts (REBA) . i 3 '. TITLE STANDARDS: It is understooc and agreed by the r 9 y parties the, the premises shall not be in conformity with the title provisions of this Agreement unless: a) All buildings, structures, septic systems and improvements, if applicable, and all means of access to the premises, shall be located completely y_thin :he boundary lines of said premises and shall not encroach upon or under the property of any other person or entity; b; No building, structure or improvement of any kind belonging to any other. person or entity shall materially encroach upon or under said premises; and c, The premises shall abut a public way, duly laid out or accepted as such by the town in which said premises are located, or have indefeasible legal access to same. 31, TITLE INSURANCE AFFIDAVIT: At closing, Seller shall execute and deliver to Buyer's title insurance company an affidavit in the standard form of ss'-d company with respect to (a) mechanics' or materialMen'S liens with regard to the premises; and (b) there being no parties in possession of or entitled to possession of the premises; and (c) shall execute and deliver al_ other documents reasonably required by Buyer's Lender. 34. NON-FCREIGN RESIDENT AFFIDAVIT' Seller shall execute and deliver at the closing or before written certification of non-foreign status under the Foreign Investment in Real Estate property Act (Section 1445 of the Internal Revenue Code) . The Seller warrants that the Seller is not a non- resident. alien for the purpose of this Act and that no withholding or any tax is required as part of this sale, or, if required that such tax has been or shad be paid a the time of closing. The Seller shall execute and deliver any other document reasonably requested of the Buyer's bank or be^.rik Counsel at the time of closing; including a standard 1099-3 Internal Revenue Reporting Forn or a Certification For No Information Reporting Qn The Sale Or Exchange of a Frincioal Residence Form. .�U 2t. ?J34 12 26uv • NIG J162 r. 7 RIDER 1 - PAGE TWO TO PURCHASE AND $Aye AGPZDCNT 3.5. NOTICE: Any legal notices given by either party hereunder shall be deemed effective upon receipt and to have been duly given, if in writing and delivered by hand o: mailed, postage prepaid, by registered or certified mail, return receipt requested, or by Federal Express or Express. Mail addressed to the parties as shown on Paragraph 1 of the agreement, or by facsimile transmission zo the attorneys at the facsimile numbers designated be-'ON: in the cane of Buyer: Low Offices of Theodore A. Schilling, P.C. Theodore A. Schilling, Esquire 1550 Falmouth Road, Suite 10 Centerville, MA 02632 TEL: 508 775 0700 FAX: 508 775 0792 Email: 13w?cape.com in the case of Seller: 36, Percolation Test: The Buyer, or Buyer's agents, may at Buyer's option and expense, enter the premises to perform percolation tests on each 'lot for the construction ej -�wo (2) single-family houses. if said tests are not satisfactory, then Buyer may cancel this Agreement by writter. notice to the Seller on or before September 20 , 2004. BUYERS: SELLERS: O� �V'v`ninl�z> �"?2USl 1 A:\wood.Eiderl.doc JIRI i j U t 13 I 1 --- � _ - + AP n ��a �� tl I I• �- 1 A. rn :10 i f t• f s �: � t` S.4 I 1 •' F�� � T rJl f. ED PT9 'R !. /. 73,1c) F otvly 4 Y' I r ��'r .4)S I :,f.?� - � � � � x,� i.. r~4 u , rr 4 X^ 1 >•ik- ::_ .f 1. b.: h J.. ._.•r.•.r:1t1. ..,.. .?..,.. �y ..,. .u. ...• ... - -....,.. .. .... _.. '�... +. 1.. r f�C• -. c'..-. ,r..1...'S „ul ,t f :,:.7, t>f'r...u...3 ,�,:: ... f .:, S l :.. ..::. .1,..., r..,.. 7 .rf k.4M1'. ,.. 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"w x•F Ms 1 �r'f{ :Y : y':t.'.:- s y,`t wo-' .a- v r �'u� B.vFs4.,�{J '..,..,..F:._- Jnra.3:_.....,;.''.'ljfa;.xsief'r'rr,'�l�A�' '4acL a�mT&� rah,'Si- �FAtiif", a:•2y, sCr '+ryk,.o.r 6 ,� .vS�n�_n -hwia.'^.,.A �n>litan >+� ,[TK'>f"arr.�.4� �� .,y :unK��ySr.:,; - �."'5'fir.".:, ) i ' ALTERNATE BENCHMARK TOP of FOUNDATION SEPTIC SYSTEM PROFILE NORTH NAIL TO BE SET NOT TO SCALE ELEV 28.00 6" MAX z cn 1.00' MIN, 3.00' MAX RISER REQ'D 9" MIN, 36" MAX LEVEL 2' MIN 0.17 3" SEEDED TOPSOIL, 27. SLOPE 0� 1 25T 26.55 MIN 0.93 2" PEASTONE 28.55 MAX 25.50 1.17 ------ --- ------- 25.30 I 0.25 25.55 4� Q 25.05 a 0.83 4.00 24.82 24.65 t 4wY4. ;tea a® a o oo; C� I®o 00 00 0 00i 3/4" TO 1-1/2" DOUBLE WASHED STONE CMIM` 22.62 24.62 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 1 ST-1500-H-10.70 AS FOUND 24.75' x 4.83' _�. DB-3 OR D65 H-10 4.00 5.00 LOCUS MAP EDGE 36 = ON LOT #2; WATER TEST TO 3-500 GAL LEACHING CHAMBERS NOT TO SCALE BOG EL 17.62 6" GRAVEL ON NATIVE SOIL OR PROVE EQUAL FLOW PROBABLE HIGH GROUND WATER: GENERAL NOTES MECHANICALLY COMPACTED BASE, TYP � � Ew �� � Z ELEVATION OF BOG 17.62 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 10 r TO 310CMR15.00 THE STATE ENVIRONMENTAL CODE TITLE E 40 O 2.75' x 12.83' x ' V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE S N S Z DISPOSAL OF SANITARY SEWAGE, AVAILABLE FROM STATE r �05g HOUSE BOOKSTORE 1-617-727-2834, AND TOWN OF "(P BARNSTABLE RULES AND REGULATIONS FOR THE BOG ELEV 17.62 � 2 SUBSURFACE DISPOSAL OF SANITARY SEWAGE. WATER ELEV 15.69 2) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES. CONTACT DIG-SAFE AND LOCAL WATER 1011-03-04 DEPARTMENTRUCTION BUSINESS DAYS BEFORE BEGINNING CON3) CONTRACTOR, RESPONSIBLE FOR OBTAINING ADEQUATE HORIZONTAL AND VERTICAL CONTROL. 1p 4 SOIL TEST P# 10806 4) CONTRACTOR SHALL VERIFY ALL PLUMBING FLOWS TO DATE OF SOIL TEST 09-23-04 PROPOSED SEPTIC TANK, AND SHALL LOCATE ALL OTHER WITNESSED BY DAVE 'STANTONEXISTING SANITARY FACILITIES ON PREMISES NO LONGER SOIL EVALUATOR BERNIE YOUNG USED AND PUMP, AND FILL OR REMOVE SAME IN PERCOLATION RATE <2 MIN. INCH. ACCORDANCE WITH LOCAL REQUIREMENTS. p 5) ALL COVERS OF SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. ALL MASONRY UNITS TO BE MORTARED IN PLACE. ALL PVC PIPE TO BE 20 OBSERVATION HOLE 1 SOLVENT WELDED. ELEV.= 25.90 6) UNLESS OTHERWISE SPECIFIED, EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY UNCHANGED. ELEV. DEPTH HORIZ SOIL TEXTURE COLOR MOTTLING 7) NO DETERMINATION HAS BEEN MADE AS TO 25,73 0-2 A LOAMY SAND 1OYR2/2 N COMPLIANCE WITH DEEDED OR ZONING RESTRICTIONS 24,73 2-14 Bw LOAMY SAND 1OYR4/4 0 AND/OR REGULATIONS, OWNER/APPLICANT MUST OBTAIN 15.57 14-124 C COARSE SAND 1OYR6/6 N SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. E 8) EXCAVATE AND REMOVE UNSUITABLE MATERIAL BELOW THE LEACHING INVERT ELEVATION FOR 5' AROUND LEACHING SYSTEM AND REPLACE WITH CLEAN SAND. 9) IF ANY DETAIL OF THIS PLAN IS NOT UNDERSTOOD, CONTACT DESIGN ENGINEER AT 432-6360. 10) 48 HOUR NOTICE IS REQUIRED FOR ANY INSPECTION OR CERTIFICATION REQUIRED. 11.22 { 11) SITE LIES WITHIN FLOOD ZONE C AS SHOWN ON MAP 10.00 250001 0016 D DATED 07-02-92. 24 PERCOLATION TEST DONE AT A DEPTH OF 20"-32" 2 WATER ENCOUNTERED @ 117", EL-16.15 2 8 100' FROM ISOLATED WETLAND _CB AND WORK LIMIT 22 SI 32.75 OBSERVATION HOLE 2 20.00 24.75 .. ELEV.= 25.30 ----- -- -ELEV/:--DEPTH HORIZ SOIL TEXTURE COLOR MOTTLING 100' FROM TOP OF ANK 4 ADJ TO BOG AN WORK LIMIT `� 10.00 25.13 0-2 A LOAMY SAND 1 OYR2/2 N PROPOSE 24.46 2-10 Bw LOAMY SAND 10YR4/4 0 / DWELLING 15.05 10-123 C COARSE SAND 10YR6/6 N TOF 28.0 12.83 E F TURE N 0 �'3 2 PO L �- gc"(7 10.00 LOT 1 -- 4.00 J 24 \ 1 .34 AC.+- 4.00 RESERVE PERCOLATION TEST DONE AT A DEPTH OF 52"-64" �- ATER ENCOUNTERED ® 108", ELI 16.30 2 I IV !� LIMITS OF 5' REMOVAL 00 26 \ OF UNSUITABLE MATERIAL WHERE (� ,l ENCOUNTERED DRIVEWAY \ 2 �' Q� ST#2 25.30 \ W 16.30 \ ST 1OddA 5 90 " /� V 11.50 \ GW 6.15 BENCHMA cl TOP TAG BOL ON HYDRANT ° \ I EL=33.99' APPROVAL E G EER S P \ APPROX. NGVD 11/03/04 HOUSE SITING AND SEPTIC DESIGN B DESIGN CALCULATIONS { Date DESCRIPTION Drawn Checked NUMBER OF BEDROOMS 4 \ O 28 R E V I S 1 0 N S GARBAGE DISPOSAL UNIT NOT ALLOWED (� DRIVEWAY �O DESIGN FLOW PROPOSED SITE PLAN & SEPTIC 4 BEDROOMS x 110 GAL/(BR-DA)=440 GPD. \ REQUIRED SEPTIC TANK CAPACITY 1500 GAL (MIN), �JD SYSTEM ACTUAL SEPTIC TANK CAPACITY 1500 GAL \ LOT 1 KALMIA WAY LEACHING AREA REQUIREMENTS \ --BOTTOM 0.74 GAL/(SF-DA) IN --SIDE 0.74 GAL/(SF-DA) LEACHING CAPACITY CENTERVILLE ((32.75'x12.83') + 2x(32.75'+12.83')x2') NOTE: TOPOGRAPHIC xo.74 GAL/(SF-DAY)= 445 GPD '�`L INFORMATION TAKEN FROM SCALE: NOTED DATE: OCT 26, 2004 RESERVE 445 GPD 6 0 TOWN OF BARNSTABLE LA BARGE CA \ BASE MAPS AS ENGINEERING & CONTRACTING,INC. SUPPLEMENTED BY ON THE 237 MAIN ST. - ROUTE 28 SITE PLAN NOTES : GROUND SURVEY. WEST HARWICH, MA 02671 1 = 20 Cpg � / (508) 432-6360 1 . LOCUS REF: D.B. 2114/239; P.B. 568/68 LOT 1 vv ,�� DRAWN BY: BJY 10 0 10 20 30 2. ASSESSOR'S MAP: 188 PARCEL 49 CHECKED BY: TAL SHEET 1 OF 1