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0102 STRAWBERRY HILL ROAD
� ., ;I� ap; ± e. {/ �, ;: fffr '� �F r �. ,. - `, .�, h:t„ .,... � q � ." 99 �'.S M1� �r ut� . � :, u • _.'. .. �.� - � � . ., .s - v o.. � .� tp 4.: _ � .. .. µ ... Y�. .� .. c .. .. .. � .. �. � .. .. - - ... _ -" 11 - .. � ' ,. - � - ,. _ e ' r � � � - - .. „ Y n s �. � e '�. n . .. rl t cYv Gc�pia �� sop- a9C) - 6 cb N, -1.1 � y� f 9 OUNTS BUDGET .00 8,000.00 .00.00 .00 .00 .00 .00 r .00 ' .00 .00 .00 .00 „-_ .00 8,000.00 AMOUNTS f rig Budget 8,`000:00 ud Tfr In 0 ; . .00 l Bud Tfr-)Out ' ' `�'i ; ' 00 W :C Fwd Budget. .06 Revsd Budget .= 8.,000.00 , Or" Budget . s 8,800.00 W Revsd Budget :"' 8,800.00 : :0rig Budget 8,800.00 Revsd Budget M 8,800.00 0 Town of Barnstable _ Building � g i Post This Card So'That it is V�sible'From the Street Approved Plans Must be Retained on Job and"this Card Must be Kept r MASS. � Posted Until Final Inspection Has BeenrMade.039. ° Where a Certificate of Occupancy..is Required,such Building shall,Not be Occupied until a Final Inspection has been made ' P_er i. . Permit NO. B-20-1307 Applicant Name: Steve J Spengler' Approvals Date Issued: 06/01/2020 _ Current Use: Structure Permit Type: Building-Solar Panel- Residential Expiration Date: 12/01/2020 Foundation: Location: 102 STRAWBERRY HILL ROAD,CENTERVILLE Map/Lot: 246-047 Zoning District: RB Sheathing: Owner on Record: RIBEIRO, EDUARDO Contractor`Name: VIVINT SOLAR DEVELOPER LLC. Framing: 1 Address: 27 GEORGE STREET Contractor License: 170848 2 HYANNIS, MA 02601 , Est. Project Cost: $5,068.00 Chimney: Description: installation of roof mounted photovoltaic solar systems 11-.52 kw 36 Permit Fee: Panels Insulation: Fee Paid: $85.00 Project Review Req: r Date: 6/1/2020 Final: Plumbing/Gas Rough Plumbing: g g `.. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftePRMWeOfficial. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the a work until the completion of the same. final Gas:� - The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire.Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing f Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed _ Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Priorto Covering Structural Members(Frame Inspection) final. 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in:MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r Final 5�h! Anderson Robin From: Florence, Brian Sent: Thursday, July 18, 2019 10:00 AM To: Paul Hebert Cc: Anderson, Robin Subject: RE: 102 Strawberry Hill Road Dear Councilor Hebert, Good morning, I hope your day is going well, thank you again for the email. We have had time to inspect the subject property and review the nature of the complaint. The bottom line is that there is a property dispute between two parties regarding a subdivision road called Adrena Avenue that was never developed (paved) when the original subdivision was created. I checked with engineering,they have.definitively confirmed that the road in question is not Town owned which means that it is privately held. The result is that the Town has no jurisdiction to compel a change in behavior and that any resolution must be made either by agreement between individuals with rights to the road or through the civil process (court). I did speak with the property owner who was the subject of the complaint. He was congenial and indicated that he was having trouble with a neighbor. He indicated that he simply wanted to put up a fence to avoid further contact with the neighbor. He agreed to have a surveyor stake out his property line and put the fence on that line only. He did ask if there was some way for him and his neighbor each to "claim" half of Adrena Avenue. I explained that he would need to contact a land use attorney and I gave him the telephone number for the Barnstable County Bar Association which has a referral service. I doubt he will pursue the matter but it may be in the best interest of both parties to look into having the road rescinded since it appears to be an orphaned piece of land and it may help to resolve their problem. I will close this file in our system at this point. If the neighbor is not satisfied after speaking with you directly please have them contact me... there is not much I can do but if it helps for him to hear from me l am happy to have the discussion. If you have any further questions or concerns please do not hesitate to contact me. Regards, -Brian Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.forence@town.barnstable.ma.us From: Paul Hebert [mailto:paul.hebert142@gmail.com] Sent: Thursday, June 20, 2019 4:13 PM To: Florence,.Brian Subject: 102 Strawberry Hill Road Dear Brian, Hope all is well. The other day a resident notified me of his concern about another neighbor perhaps encroaching on Town-owned property believed to be a right of way for perhaps some future purpose. The house i w at 102 Strawberry Hill Road sits adjacent to the Town property and perhaps is squaring off his property in the backyard that is on Patricia Street. They apparently had some agreement concerning the front yard driveway but now the reporting neighbor is concerned that they are claiming Town property for their own use. In any event,I thought it best to notify you. This is not an emergency but I told the reporting neighbor I would let-you know. thank you for the magnificent job you are doing. Have a great summer. Regards, Paul Paul Hebert, Barnstable Town Councilor, Precinct 3 Home: paul.hebert142ggmail.com Environmental Partnerships Mobile: 774-487-8145 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 0 k t R N r lk N �� �\ a.� � 'ram '�• ,9 r •f. d. C S TO THE BEST OF MY INFORMATION, AS— BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. SHOWN ON THIS Lo 7- / 7 �, PLAN HAS BEEN LOCATED 0. 3 GROUND AS INDICATED fir w DATE7� -g 9,2'wu SCALE < "=3a ' r �:. ' ` JOB �69r--ao CLIENT 7u x x t• SlffETSER ENGINEERING 235 GREAT WESTERN ROAD °l�GU7jU P.O. BOX 713 DATE PROFESSIONAL LAND SOUTH DENNIS, MASS. 398-3922 02660 FAX 398-3063 r; UMPz P ed 611�8l2019 ' , ' y C8S C�19 509 Case#: C-19-509 Address: 102 STRAWBERRY HILL Date: 6/19/2019 ROAD, CENTERVILLE Owner Info: Property Info: RIBEIRO, EDUARDO MBL: - --- --- - ---• 246-047 HYANNIS MA 02601. Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint. Method of Complaint Interior-Exterior Maintenance, Fences, Civil Matter Phone Complaint Summary: Caller reports a neighbor is disputing property line concerning open space between the two properties. Caller's property is 102 Strawberry Hill Rd. and his neighbor resides at 7 Putter Lane, Centerville. Caller reports that his neighbor was openly hostile towards him (more than once)and his children are upset by the confrontation by the neighbor. The caller stated he did have a plot plan and he wants to erect a fence and he is worried. Action History: Action Taken Date Description Fee Inspector Close Case 6/19/2019 $0.00 sheas Inspector Assigned to Complaint: sheas Filed by. sheas Comments: Comment Date Commenter Comment 6/19/2019 sheas Advised caller to contact the police department regarding issue and bring the video he stated he has taken. He was also advised he could obtain more information regarding the space between the two properties by checking his deed and contacting the Assessor' Dept. x �1` 201g � _ wr�of ns IC t TOWN OF BARNSTABLE �- CERTIFICATE OF OCCUPANCY PARCEL ID 246 047 GEOBASE ID 14975 ADDRESS 102 STRAWBERRY HILL ROAD PHONE W HYANNISPORT ZIP LOT 17 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 48171 DESCRIPTION SINGLE FAMILY DWELLING (BLD PMT #44111) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: NE BOND $.00 �t CONSTRUCTION COSTS $.40 753 MISC. NOT CODED ELSEWHERE * ■ARNSTABM # MASS. i639. ED M1r►I BUILDIN . DIVISIO BY DATE ISSUED 08/21/2000 EXPIRATION DATE f TOWN OF BARNSTABLE BUILDING PERMIT PARCEL .ID 246 047 GEOBASE ID 14:05 PHONE ADDRESS 102 STRAWBERRY HILL ROAD ; . �> _ ZIP - W HYANNISPORT LOT 17 BLOCK LOT SIZE L LOT DEVELOPMENT _ - DISTRICT CO DBA PERMIT 44111 DESCRIPTION SINGLESIDENTIALLBLDG PMTPTIC N0.99-612 PERMIT TYPE BUILD TITLE CONTRACTORS: CURRAN' PHILLIP Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $520-80 BOND $.00 CONSTRUCTION COSTS $168,000.00 Q P 101 SINGLE FAM HOME DETACHED 1 PRIVATE , BARNSTABLE..+' NAM 1639. � . E'D IIAI�►�� Rim •<Fn. `BLTIL BY _ DATE ISSUED 02/11/2000 EXPIRATION .DATE oiiicViALR Oft ANY-PART THEREOF, EITHER TEMPORARILY OF P[RMANENTLY. EN- %,HUA�HMLN fs ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICI-ION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC Wi-.IRKS.THE ISSUANCE OF THIS PERMIT DOES N01'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 APPLICABLE, SF:PA.�ATE 1.FOUNDATIONS OR FOOTINGS THIS CAR[f KEPT POSTED UNTIL FINAL INSPECTION E 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE RE FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBINNGG AND ND MECH- 3.INSULATION. OCCUPIED UNTIL-FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i i s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTFBCAL INSPECTION APPROVALS 71 2 2fll k1l.�,-nrG 2 3 1 HEATING INSPECTION A PROVALS ENGINEERING DEPARTMENT "T"T-Z N (4 17 2 BOARUt OF OT SITE PLAN REVIEW APPROVAL �� C WORK SHALL NOT PROCEED UNTIL PERM6 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. r E 19 Cr219 Rd. Atton,MA 01720 —"' Phone:(800)842.1213 • • _n r. Fax:(978)2"M42 L�C • • u�1 � r Fci x Tot l v S � F Dave Kreuz(Sales Manager) Phonam 110 D Urgent Review O Please Comment ❑Please Reply O Please Recycle OComment : w r .P f ,F . 1 6 Enter&- Eve Tm wtNUFACTUR�R S PUMTES MANURA MER t:OWUANCS WMI WWUANCEWMI •a�inclwvN�L1sIET�r A��DARE 00lMiY •STATA;ANVRttsn�Tk3T BU4dN00006 AS1L1�'aiOECODNiY COMPLIANCE vROTOCOI BUSD0T0 COON COMPU- PA 21r2 AMM PROiOCbIPA M 4QS.TPSF •OSJPSP •IT0.TPSF -48.TPSF 'NID911'AMCETE9T . . •1MTEIIp6MSTARCETFBT ASTY EIfI:QAOE COU 81AtDIN0000EC0Apu.11 . PROTOCOL PA 202 ANCE PROTOOOL PA M tWTSYAFRiI$23PSF •POROEDEMiRYTEST•FORCED ENTR IM AM FAIM DAN AMRAtCADE CoLwry K%mNG CODE COUNTYBUIL DIVJTOCON .. COMPLIANCE PROTOCOL PA PA M •INPACT TEST •COOE tIPlL14 orwE cowrvawtallo CODE COMPLIANCE PRCTO(r�l PA 201 PROTOCOL PA •CYCLJC Wwm LOAD TEST•OYCItC LOAD TB d DADS COtpm wlwm Q DAOE CO"O SUilWN CODE COMpwx E � K PROTOCOL Pa 4V POP .tt 7 PSF Y-0"aO 8 MIATIONALSTAMAROSOF •DEPARTMENT OR CANADA NOIMIN9 AND TIMAN DEYELOPIR M CON825M85 USE OF t!ATEgU1lS GUAMMW• M OPIANI LRAN RD1lET1N N0.OS,• AAMA1T02,2 USE OF MATE ftM •ME RESISTANCE TEST A�AFiA�i?4U,� 1 ASfM eIsQCSw ea r, CAN a8'101 PAC Slop •FIRERE89TXWEMT DLMm NF3,A0 �A�U9C4ytak 20MRRITE T.ONTfiW.r UL70ftNFPAAD *AIR DIFRTAA 6lATE* 2owNIJTES4wr AVIAEM t#sAC 4ARIRN%?RAT1011TW ••cottsvtm AM A4SDi 101TMFRc4DD, �IFVRMANCE TEST ASTA1 FM ANSNSM 10k ASTM EW •ACOTIS 144L ASTM E413 STC 24 P9IFOAA mu TEST 'XATEt pE1lETRA710N TE%T I AMSIASDI 10*AM ESQ ANSYM 104:ASTM ! ASTM E413 E331 STC 24 '�BUIRANCE •MATERP9IETMTIONTEST ANSVIS01101;ASTMBMI AI►SrAiW.1;iS01106 • L910tIRANCE . Loa FW Ilm ARMAIGEI:1C 108 AN51112DT 107:AStIM .jMpyu p � CZ3tfi NFRC 10O TitT ttvw Ij rlA NANw=I T;Am=ft &*VAT"tlrt6.OTRls, 0.15wmaffatm 07DMRit1 Vl LG INtpti 0?Z"M Ur I•A OTR LT 0 39 MTM 1?tG iSA lti "DwRH IC IA HALF LT •FOR DOOR TO SSE Daow myr1.(LmLT • NMAWMED.DOOR .FD ums elsTrAlanow 11t1ST 8E vAiNifiDOti i FOR DOOA Tp SE STAM AND TOP WARPANTEpR STAO R COATED WHIN 30 DAYS LWST BE PAWMo TOP NOTE:ALL DOORS ME TD COATED 1MrTHIN 30 QAYS RE ASBEMBtEp RI WM ASSEMBLED M TO . ACCQRD►RE MSO i ACCOROANCEW" NOTE:ALL GOON MG TO ►REA&M BE"WALLED 10 ii NDTS ALL OOM ARE TO ACCORDANCE lt?ITM B£INSTAUJO N ANIIOSDT 102 ACCORDANCE WUH FiRE"mo VOID IF NON ANUMIS 102. Fm RATED GLAS!Lrits z FigE RATiNO VOID F CLASS t. MULLED LRES ARENWAUAD pJRE1'10�® . &&y samantsvr � TOTAL P,02 TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION �. Map Parcel SEPTIC SYSTEMf;� �. � tt it# INSTALLED IN COMPLI ,NC ` Health Division l��—1 ,' 9 WITH TITLE 5 Date Issued ENVIRONMENTAL C;;)� �5111140 9p16n Conservation Division , IA .S va 4 �, red. 0'U TOWN Tax Collector ' �- . Treasurer �n r.4� Planning-Dept. 4 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis r. f Project Street Address o"L l , Village Owner e r Address �-�q t `�� �, I�Ac� 33�� TelephoneIq Permit RequestJ or- Square feet: 1 st floor: existing proposed— 2nd floor: existing proposed Total new i Estimated Project Cost � ®� Zoning District Flood Plain Groundwater Overlay I Construction Type L(15 Lot Size 2� Grandfathered: �/Y/es ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) ll Age of Existing StructureHistoric House: ❑Yes ❑No On Old King's Highway: ❑Yes Ulo Basement Type: ❑ Full ❑Crawl 41'kout ❑Other Basement Finished Area(sq.ft.) U j'1�J2� Basement Unfinished Area(sq.ft) (1 Number of Baths: Full: existing new Z- Half:existing '�� new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: LYGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes a/o Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes o i Detached garage:❑existing ❑new size Pool:❑existing, ❑new size Barn:Cl existing ❑new size Attached gar e:❑existing ❑new size Shed:❑existing ❑new size Other: G tG U N DES ?� Zoning Boar of Appeals Authh ization ❑ Appeal# Recorded❑ Commercial ❑Yes Cho If p ,es site Ian review# Y . Current Use Proposed Use / BUILDER INFORMATION Name (/f Telephone Number Address License# Q 6 ,, ,j.5, All Home Improvement Contractor# d 97 C) Worker's Compensation# /1"7 00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PR JECT ILL BE TAKEN TO/ L l Vol- SIGNATURE DATE 3 �® r FOR OFFICIAL USE ONLY - `PERMIT NO. DATE ISSUED - MAP/PARCEL NO. t'y ADDRESS a F VILLAGE { , i' + { e OWNER DATE OF INSPECTION _ . FOUNDATION.. - - FRAME_ x„ , INSULATION; FIREPLACE" _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING, OII (�IOa DATE,CLOSED OUT ASSOCIATION PLAN NO: 4 Y `"E'°`'ti The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services T MASS. 0a i639. �0 PrFOMPyp Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection ` Location b Z- S (.` Permit Number If Owner Builder One notice to remain on job site, one notice on file in Building Department. T e following items need correcting: ` O WZ) -;� o 4-,V- 4- CSC . ATA ID Y A,A nk rn 04 Please call: 508-862-4038 for re-inspection. Inspected by �,1(: � � Date_ T-A i i zc rn f d m rn 33 ` m X a ti ,C o0 m c t I, ANITA A. CHADWICK of Barnstable (Centerville)., Barnstable County,Massachusetts, 1222 being xxinarried, for consideration paid,grant to HIA-PEARL CORP.04ATION, a corpora.tio duly organized and established under the laws of Massachusetts, with a 1 6 principal place of business in Braintree, County of Norfolk, Commonweal of Massachusetts „ e& with quitrlaim rnuenunSe the landia that part of the Town of Barnstable known as West Hyannisport (Description and cncumbmnces,if any). and formerly shown as PARCEL C on plan recorded with Barnstable County P.eOistry of Deeds in P an o0 73, Page 41, which premises were subsequently subdivided and shown as plan entitled-"Home-Port, a Residential Subdivision at West HyannisPort, Mass. owned E developed by Fred & Anita Chadwick. Scale in Feet....Bearse 6 Kellogg, Engineers. June-1954.", recorded in Barnstable County Registry of Deeds, Plan Book 116, Page 73. There are excepted from the above parcel Lots 1, 2, 3, 4, 7, 8, 9, 10, 18, 20, 21, 22, 23, 24, 28, 29, 30, 31 and 32 shown on said plan. Together with a right of way in common with all others now o hereafter entitled thereto over the streets and ways as shown on said p n c for all purposes for which rights of way are now or may be commonly use and from the granted premises and Strawberry Hill Road, m b o � For my title see deed from Hazel C. Heeley dated February 15, o N 1956 and recorded in Barnstable County Registry of Deeds, Book 934, -+ n Page 179. x g vn v z rn y Z :. Ul rG;;i;: ."ivair-u' IL:`-` .tt'�i'is 3 m Z r. Z Z T m rn a 4, Z o I, FREDERICK B. CHADWICK, husband of said grantor, M r•, m m release to said grantee all rights of tenancy by the curtesy and other interests therein. C dosaxac x�it hotnos Gcxdc Oftness m-`!........hand and seal this.....ninth ........day of.....nqtA.l?g.r................19.fi.3... ............. ..... ....... lt�........... ................................................................................ %w............... :........ ................................................................................ ................................................................................ Ville (4ntnmmamenl2h of 9AuesndBlsrlts Barnstable ss. October 9, 1963 Then personally appeared the above named ANITA A. CHADWICK and FREDERICK B. CHADWICK and acknowledged the foregoing instrument to be their, free act and deed,before me ytn , ........... ................... Public—J..a;2-�t,xsv-� - My co?s oa a�- 19 (7 Barnstable, ss., Received October 16, 1963, and is recorded. g r 3tig222.•y `1 :�._;.: .... �' ' HIT. P:AnL C3sPOtA1101 - r........ _ F �alsea,�•uac s ! �� 4 h 'a corporation duly gtabiWed under the last of Camaanreatth of 1' t�dh��� r• �r _ and having its usual place of buslow at Braintree S/ISrj,Q6 e�cv!f ; Norfolk C",Ussudwsetb.for oauidention paid, jralds to Interdek Corp�et Boston h sy of Suffolk County With s�4bHOWUNU the land in 7Jcst Hyannisport, narnstable County, Coaaon"ealth of Massachusetts �I tDIwIMMa 1st oe..l+.aq�rlI '� � �T. more particularly dcscrlbnd as followea p �''•,!3irhrounh`817:Inclusive nn a plan entitled "Home Port A residential e subdivislon at Nest tyannicpostl Mass., owned and developed by Fred and Anita Chadwick, Bearse 4. Kello-jgr En7lneers/ June.1954"1 recorded with Barnstable Nelistry of Deeds. '� ; •( ` _ For our title see Deed from Anita A. Chadwick to 'Hia Pearl Corporation dated October , ............9....11143 aM rnrnntar Jft nArnottahitr.R•ni+try of Deeds Book 122/ Page i67, --- r , Its nl.utltnllT= t Y•*�•=�t•: �I 4" £ ( � � ►•� :,11 cF `r.i'i.:a•S•�YS f s ,. ��� OOlUH[NiAAT.= ! � titaxs;r•. ar x 0. .........•.........r rr..., ..r..................................... t:,�.- �/`e�uw..`• 61 r.i' �• Y f; aTttllt �I�■t1_ ��li �?hf9.°. ..1✓'��L. r`''__ci� \ I r�X` L' �11 tltl2ritBB b1I}PrPYa. dw said HIA PURL CGtPQtl1TION t r W hu caused its corporate a d to be Matto armed rod dime prey"to be tipped seimowie PM .tea i .l I.1-• .}Y 1 w delivered in its acme and bdW(by Zalmon Aallack W / �.J 3 its Asst. Treasurer hereto duly authod%A this sixteenth a day of November in the Feat am dtousand Woe hundred and six flue. `z•' SI`atd W d rtdtd!e?"sewrtf is • .;: 1•,� �:� - NIA PFARL CCRPWTIQI I: .tt...,. • _ � t �-.......... �W rF."4�C•.f.!!iagL..ln...."w. .. `...1/..a...... 1��/ .� *-'i: '� li t ~o �y�dUrir,.,yY � "mien Kaflacli—,Assistant Iresiurer •...,, :( -�. x��+• L Norfolk IL November 16/ j• lr Them personally appeared the sboe maatad. 2almon Wallaek �' 1., tdY;•;��t � � " ' and acknowledged the foregoing Instrument to 1!y the f sod dad of the Hia Paar>•Ee• .i i •r belm mer }�_. BOOK G 9 4 3 PAGE 080 V N�CJ QUITCLAIM DEED Interdek Corporation, a Massachusetts corporation, with current address located @ 87 Sherman Street, 89I moat, MA 02178 for nominal consideration paid, grants to Henri Mehrez and Isaac 0. Mehrez, as tenants in common, N both of 87 Sherman Street, Belmont, MA 02178 with Quitclaim covenants m the following six (6) parcels of land: L Parcel 1 i The land in West Hyannisport, Barnstable County, Commonwealth of Massachusetts, more particularly described as follows: Lot 17 ion a plan entitled "Home Port A residential .t subdivision at West Hyannisport, Mass.., owned and developed by Fred and Anita Chadwick, Bearse and Kellogg, Engineers, June 1954", recorded with Barnstable Registry of Deeds. For grantor's title reference, see deed from Hia Pearl Corporation to Interdek Corp., d. November, 16, 1965 and recorded in Barnstable Registry of Deeds at Book 1319, Page 20. Parcels 2 and 3 The land in West Hyannisport, Massachusetts, bounded and' J ! described as follows: Lots 5 and 11 on a plan entitled "Home Port A residential subdivision at 'West Hyannisport, Mass., owned and developed \\ by Fred and Anita Chadwick, Bearse and Kellogg, Engineers, June 1954", recorded with Barnstable Registry of Deeds, j Plan Book 116, Page 73. _ 1 _ f 1 1 BOOK 6 e 3 PAGE 08.1 Together with right of way in common with all others now or hereafter entitled thereto on the streets and ways as shown on said plan for all property for which rights of way are now or may be commonly used to and from the granted premises and Strawberry Hill Rd. For grantor's title reference, see deed from H i a Pearl Corporation to [nterdek Corp., d. January 6, 1966 and recorded in Barnstable Registry of Deeds at Book 1324, Page 641. Parcels 4, 5, and 6 The land situate in Barnstable (Centerville),. Barnstable County, Massachusetts, being lots 3, 6 and 12 as shown on plan of land entitled "Subdivision plan of Land in Centerville, Barnstable, Mass., Belonging to Carl G. & Marie A. Hallgren Scale 1 in. = 60 ft. Jan. 3, 1962 Nelson Bearse and Richard Law, Surveyors, Centerville, Mass.", which said plan is duly filed in Barnstable County Registry of Deeds, Plan Book 169, Page 133, ;and being further bounded and described as follows: 1 Lot 3 WESTERLY by Marie-Ann Terrace, as shown on hereinabove mentioned plan, one hundred . thirty and 00/100 (130.00) feet; t NORTHERLY by Lot 2, as shown on said plan, one hundred sixty-nine and 88/100 (169.88) feet; EASTERLY by land of Axel Johnson, as shown on said plan, one hundred thirty-one and 44/100 (131.44) feet; and e SOUTHERLY by Lot 4, as shown on said plan, one hundred fifty and 34/100 (150.34) feet. Lot 6 WESTERLY by Marie-Ann Terrace, as shown on hereinabove mentioned plan, one hundred ninety-six and 32/100 (196,32) feet; SOUTHWESTERLY on a curved line having a radius of 35.00 feet by Marie-Ann Terrace, as shown on i 2 " i i i _...... .........._-----------"—'----._....—__.___.__ .`......._..._..-._... ..._._._.....__._.....—.._....--"--'- ..........._....--- — ...... BOG!( (i 4 3 PAGE 082 said plan, twenty-three and 211100 (23.21) feet; SOUTHERLY by Lot 7, as shown on said plan, sixty-eight and 44/100 (68.44) feet; EASTERLY by land of Axel Johnson, as shown on said plan, two hundred twenty-seven and 91/100 (227.91) feet; and NORTHERLY by Lot 5, as shown on said plan, one hundred seven and 05/100 (107.05) feet. Lot 12 EASTERLY by Marie-Ann Terrace, as shown on hereinabove mentioned plan, one hundred twenty-five and 00/100 (125.00) feet; SOUTHERLY by Lot 11, as shown on said plan, one hundred sixty-four and 69/100 (164.69) feet; WESTERLY by land of Roland L. Cartignani, Tr. Sun Realty Trust, as shown on said plan, one t hundred twenty-six and 771100 (126.77) s feet; and i NORTHERLY by Lot 12A, as shown on said plan, one F. hundred sixty-one and 39/100 (161 .39) 3 feet. The above described lots are conveyed together with a right of way over Marie-Ann Terrace to be used in common wi'+h all others now or hereafter legally entitled thereto. Each of the above described lots are conveyed subject to the following restrictions: 1. There is to be one private dwelling per lot, except that a one .or two car garage may be erected in addition thereto. 2. Said dwelling may be either one or two stories in height but must be constructed on the lot, that is, buildings are not to be moved onto a lot. F 3. Said dwelling is to have a minimum of two bedrooms, a bathroom, a living 'room, a kitchen and a dining area. 3 - i BOCK 6 9 4 3 PAGE 083 4. No cabins, coops or outside privies are to be constructed or, the premises and no house trailers or tents are to be kept on the premises. 5. No livestock, poultry, rodents, rep tile^ or insects are to be maintained on the premises. Dogs and cats in reasonable numbers may be kept. For grantor's title reference, see deed from Rene L. Poyant, E. Kenneth Graham, and James E. Murphy, Trustees, to Interdek Corp., d. December 17, 1965 and recorded in Barnstable Registry of Deeds at Book 1322, Page 315. Interdek Corporation was duly and legally dissolved on December 13, 1972, but inadvertently the title to these six (6) parcels of land has remained of record in corporate 4 name, not formally conveyed out from Interdek Corporation ,. to the shareholders, Henri Mehrez and Isaac 0. Mehrez,., pursuant to said dissolution. i This deed is to confirm distribution of these six (6) parcels of land to the shareholders, Henri Mehrez and Isaac 0. Mehrez, which occurred pursuant to said dissolution. These six (6) parcels of land comprise all or substantially all of the assets of the Interdek Corporation as of the date of dissolution on December 13, 1972. Interdek Corporation was revived by limited revival dated, approved, and deemed filed and effective the 3 1 s t day of July 1989. The consideration for this deed being less than $106.00, no documentary stamps are affixed hereto. In witness whereof, the said Interdek Corporation has caused its corporate seal to be hereto affixed and these presents to be signed, acknowledged and delivered. in its name , and behalf by i 4 i i 1 i i 7 I Booty G943PAGE 084 Isaac 0. Mehrez, its President, and Henri Mehrez, its Treasurer, duly authorized, this 27th day of October , 1989. Interdek Corporation, by its agent(s) duly authorized: i' �d1� c U T"'I Pres.) George T. Stavro oulos,as Isaac 0. Mehrez,lP/fte—`s. and P as witness to signature no personally i ^ t�} Georg T.�Stavropoulos,as Henri Mehrez, Treas. and not as witness to signature personally 1 F { COMMONWEALTH OF MASSACHUSETTS MIDDLESEX: ss October 27 , 1989 r y Then personally appeared before me the above-named } Isaac 0. Mehrez, President, and Henri Mehrez, Treasurer, respectively, of Interdek Corporation, and acknowledged the foregoing instrument to be their free act and deed and •' the free act and deed of Inter-dek Corporation. C Eoq �=rge ... ' .�S.avropoulos Notary Public r T • ; o :N My commission expires. February 16, 1990 5 - Fec u' 2 89 a _.......... 3,ARNSTABLE COUNTY ':-J E(31STRY OF DEEDS R!)E COPY,ATTEST MEADS RE431$T$R LAW OFFICE OF =' MYER Rtf,,. SINGER 26 UPPER COUNA'ROAD,P.O.BOX 67 111 DENNISPORT,MASSACHUSETTS 02639 MYER R.SINGER TEL: (508)398-2221 ANDREW L.SINGER February 1, 2000 FAX: (508)398-1568 Mr. Ralph Crossen, Building Commissioner Town of Barnstable 3.67 Main Street Hyannis, MA 02601 Re: Parcel 47, Barnstable Assessor's Map 246 Dear Mr. Crossen: I have examined title to Lots 17 and 18 on'a Plan of Land recorded with the Barnstable County Registry of Deeds in Plan Book 116, Page.73. Lot 17 is at the intersection of Strawberry Hill Road, Adrena Avenue and Patricia Street. It is abutting Lot 18 which is between Strawberry Hill Road and Patricia Street. Lots 17 and 18 appear on Barnstable.Assessor's Maps as parcels 47 and 48. Lots 17 and 18 were created by a subdivision plan dated June, 1954 recorded with the Barnstable Deeds in Plan Book 116 Page 73. At that time they were in common ownership. An Anita A. Chadwick conveyed Lot 18 to a David S. Sykes and Angela A Sykes by deed dated May 10, 1957 recorded with Barnstable Deeds in Book 973 Page 478. From then to the current time Lots 17 and 18 have been in separate ownership. The Sykes conveyed the property yto a Fred B. Chadwick and Anita A. Chadwick 1n 1958, who in turn sold the property to George F. Simpson and Eleanor Simpson in 1961. Eleanor Simpson, as Eleanor S. Brenner, conveyed Lot 18 to James A. Brenner and Eleanor S. Brenner in 1991. The Brenners still own the property according to the Registry of Deeds records. Anita A. Chadwick conveyed Lot 17 to Hia Pearl Corporation by deed dated October 9, 1963 recorded in Barnstable Deeds in Book 1222 Page 167. Hia Pearl Corporation sold Lot 17 to Interdek Corporation in 1965. Interdek Corporation conveyed the property to Henri Mehrez and Isaac O. Mehrez in 1989 by deed recorded in Barnstable Deeds Book 6943 Page 80. According to the records at the Barnstable Registry of Deeds the Lots have been in separate ownership since 1956. A copy of each of the deeds referred to are attached hereto. Very truly yours, MRS/g M r R. Singe Enc. cc: Mr. Phillip Curran F:\DOCs1WORK\No21LTR.CUP The Commonwealth of Massachusetts Department of Industrial Accidents aflln�estigatioos -__ 600 Washington Street - , Boston,Mass. 02111 Workers' Com ensation Insurance AffidavitFBI Cname: IA1r � b ` location , hL city -v— 2hone# "2 ❑ I am a homeowner perfo g all work mAelf ❑ I am a sol netor and have no one worlds in any capacity providing workers' co ensation for my employees working on this job.::: ::. ..::: ::: :::::::: : :.............:: .: : :.., : am an em foyer p g. .....:...:...:..._:::mP:..:. ...: ..:.:::.:::;:::; ;. >;::::>:.. P :... :..:... .:.. com anv name:. address w ::.:. e#• :..<: ��•.�>:� :: . .: hem . . ;. insurance co: ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have workens' compensation polices: :«:<.;.;;::;.;:.>:.;;:.;;;;::;.;::;,.;:<.>,.::<.;:.:;.:;<::<::<:>:«::><::>:::<>:::<:<;::<::«:;:::<; the following mP. .. P ...::.:... :::;:..:.::..:....:...::.<.,::.::::.:::.. . ... ..:,..:.: ::..:....::.::.:..::::.::.::.:.::..:,.............:::.::::::::::::::::::::: com v name: ,.... ::;;;;:;:::. ::: :>:... ..:.. .,...: ... . "h :..: one ........... ........................................::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::........................ ..............................................................................................:...................... ............................................:....................................................... ...............<........................:::::::::::.:::.::::::::.:::.............,.:::. :,.:.,.:::::::.,:.:: :............. insurance ��� mrcv ii c anv names address. ... ... . .:: :::..........:..:::.:::.:..........:::::.:::.......:.: 1 iww o insaTanc Failure to sccmte rnverage as required ceder Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine tip to 51,500.00 and/or one yew'imprisonment as weIl s,dvfi penalties in the foam of a STOP WORK ORDER and a tine o[SI00.00 a day against me. I understand that a wpy of this statement may be fonrarded to the Once of Investigation+of the DIA for coverage verification 1 do hereby certify under the pains enaLda ojperjury that the information provided above is trw.and correct l � Date: si�ature - n �/ Print name d -� \ C u Ak N Phone# ,Igo o 7-4 2 v C y do not write in this area to be completed by city or town oinciai per:mitllicense it ❑Building Department town: ❑Licensing Board M use i,required ❑Selectmen's Office mediate respo q ❑Health Department • phone#; Other__. (nvued 9/95 PJA) � IM A lIYI1FD IAt1YEI5Nl1 ;THENICKER�SO.N� COMPANIES .M.C.H.C.- S D r �C��C NAMEE� L C y EZ MANIFOLD* ADDRESS SALESMAN TEL. JOB LOCATION ULlS\ 1.0 N . ln � c- LL 14 40 = S (c: t40 44A Poo pt4 -13(�r A-Atw Iv �at✓ � U rD-4� Ic�T�L L U _ 56, 14o AL GARAGE BEAM A TJ-BeamT v5.42.Serial Number:709054347 3•5" x 11.875" 2.0E Parallam® PSL BEAMUSA 1111 11/19/99 3:00:29 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=26' 12'6" 12'6" 6 Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 14' Loads(psf):40 Live at 100%duration, 10 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 560 140 0 to 25' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 3115/733/3848 Detail L1 2 Column . 3.50" 4.187" Centered 8633/2358/10992 Detail B3 3 2x4 Plate 3.50" 3.5" Right Face 3115/733/3848 Detail L1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): L1, B3. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5496 4686 8035 Passed(58%) Lt.end Span 2 under Floor loading Moment(ft-lb) 13556 13556 19902 Passed(68%) Rt.end Span 1 under Floor loading Live Defl.(in) 0.232 0.411 Passed(U637) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.270 0.617 Passed(U548) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code.NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: PHIL CURRAN MID-CAPE HOME CENTERS BILL RUBEL P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright O 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT"and TJ-BeamT are trademarks of Trus Joist MacMillan. Parallam®is a registered trademark of Trus Joist MacMillan. C_j5;4t4?A0V46/W4V-. FAMILY ROOM BEAM B 5.25" x 14" 2.0E Parallam® PSL TJ-BeamTM v5.42 Serial Number:709054347 BEAMUSA 1111 11/19/99 3:02:55 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 18' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 14' Loads(psf):40 Live at 100%duration, 10 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 560 140 0 to 18' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 5040/1467/6507 Detail L1 2 2x4 Plate 3.50" 3.5" Right Face 5040/1467/6507 Detail L1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): L1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6386 5452 14210 Passed(38%) Lt.end Span 1 under Floor loading Moment(ft-lb) 28206 28206 40742 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.545 0.589 Passed(U389) MID Span 1 under Floor loading Total Defl.(in) 0.704 0.883 Passed(U301) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: PHIL CURRAN MID-CAPE HOME CENTERS BILL RUBEL P O BOX 1418 DENNIS, MA 02660 508-398-6071 X390 508-398-4559 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT and TJ-BeamTm are trademarks of Trus Joist MacMillan. Parallam®is a registered trademark of Trus Joist MacMillan. Y` QUIT-CLA1M DEED We, DAVID S, SYKES and-ANGELA'A,SYKES, husband and wife, as tenants by the 1002 entirety, .both being 3mmarcied, 2-9 3 f Barnstable, Barnstable County, Massachusetts, osg co ilderation paid, grant to FRED B.'CHADWICK and ANITA A. CHADWICK, husband 1 mina and wife, as tenants by the entirety, both f said Barnstable, with QUITCLAIM COVENANTS, Jl e land, with the buildings thereon if any., situated in that part of Barnstable, Barnstable County, Massachusetts, called-.Hyannisport, on the Northwesterly side of Patricia Street, being shown as.Lot 18 on a plan entitled "Home-Port, West Hyannisport, Mass," dated June 1954, by Bearse &Kellogg, Engineers; recorded with Barnstable County Registry of Deeds in Plan Book 116, Page 73, and according to said plan bounded and.described as.follows:. SOUTHEASTERLY —by}Patricia Street, one-hundred and 001100 (100.00)feet; i. SOUTHWESTERLY by Lot 19, one hundred seventeen and 521100 (117.52)feet; NORTHWESTERLY by Strawberry.Hill Road, one hundred and 231100 (100.23)feet; and NORTHEASTERLY by Lot 17, one hundred twenty-.four and 271100 (124.27)feet. Said premises are conveyed subject to and with the benefit of easements, restrictions, agreements and reservations of record, if any there be, insofar as the same may be in force and applicable; and subject to a first mortgage to ffome Owners Federal Savings s ,. and Loan Association in the principal sum of$9,500,00, duly recorded with said Deeds .`. on May 15, 1957, Being the same premises conveyed to us by deed of Anita A. Chadwick, duly recorded with said Deeds on May 15, 1957, rxc wxxxNxkxC _ -. . . _- ._ - - EXECUTED anal sRalec :his 22nd day of April 19 58, f l- r State of Connecticut County of M{�esek April 22nd 19 58 ) v Then pe_Sonall�, appeared the above-named ) ANQ n DAVID S. SYKES and ANGELA A. SYKES„1i1iY, LA A. SES ID z -1d a cuow..edged tcF'_'oregoing instr�am�s •. ;% �: Sc ce their free act and deed, bef e, .^ J n Notary Pu c. I. ?Yr co- missi.ot,exaes ERARCES B.RENAUD - t _ t:otory Pub fit,Middl—County,c.,n. ComntWbp inW-April 1,1961 Barnstable, ss., Received. April 25, 1958, and is recorded. i, f' �1 P P P P P u e P u Western SureComan P p y P P P 9 ri il P 9 LICENSE AND PERMIT BOND For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. P KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P• 4 2 8 5.9.6 0-8 P That we, Philip E Curran — Builder of the w=qt nPnn i sof west Term i G , State of Massachusetts , as Principal, ll and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee,in the amount (Valid only when a County,City,Town or Village is named as Obligee) of $2 ,000.00 — TWo thousand DOLLARS ($2 ,000.00 ) P (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF TINS OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening Bon by the Obligee. NWT° �}�.FFORE, if the Principal shall faithfully perform the duties and comply with the laws and �® or�`t�a .�n�,�uck �all amendments), pertaining to the license or permit, then this obligation to be void, o, se,�t a "®man full force and effect for a period commencing on the 3rd day of u F 2000 and ending on the 3rd h day of u a ry 2001 unless renewed by continuation certificate. hisb nd a 'rminated at any time by the Surety upon sending notice in writing to the Obligee and to tag r�cipal, m �8 the Obligee or at such other address as the Surety deems reasonable, and at the expira- tioA � � days from the mailing of notice or as soon thereafter as permitted by applicable law, which Ve' I a this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 1EcL.. day of n dr., 2000 . Lot 17 102 Strawberry Hill Rd Principal West Hyannisport MA 02672 Principal Countersigned WESTERN S U E T Y C 0 M N Y P T By By Resident Agent President v P ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) FCounty of Minnehaha } ss f On this day of ,before me, the undersigned officer,personally appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; F instrument for the purpose therein contained,by signing the name of the corporaWn by himself as such officer. R IN WITNESS WHEREOF, I have hereunto set my hand and official se . P } J. RHONE P NOTARY PUBLIC �� S ns$AL SOUTH DAKOTA sF otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company P Form 849•A—12.96 �j0'�'`'��'� '� '���'�{ 1-605-336-0850 6 f ACKNOWLEDGMENT OF PRINCIPAL F (Individual or Partners) ; F STATE OF 6 F ss ` County of F ' F ' F D GOn this day of ,before me personally appeared , 6 F 9 F � F , F , F A. ` u known to me to be the individual_ described in and who executed the foregoing instrument and. 6 � 6 e acknowledged to me that_he_executed the same. ', I � U 6 My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of { On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. FA. r My commission expires Notary Public 6 \^ F F F � F F L C� F O W ce - F F V O ^ cc R F Z p zz F a2. O o F o z z , F � u r. F 6 e MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I • MAScheck Software Version 2.01 I I I Checked by/Date I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached � . HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 1-12-2000 DATE OF PLANS: 8-23-99 --TITLE: New Ranch PROJECT INFORMATION: 02 Straw erry Hill Road nterville Ma. 02632 „COMPANY INFORMATION: Phil Curran P.O. Box 3 West Dennis Ma. 02670 NOTES: MaCheck by Cape Cod Insulation INC. # 1213 COMPLIANCE: PASSES Required UA = 315 Your Home = 306 Area or Cavity Cont. Glazing/Door - Perimeter R-Value R-Value U-Value UA CEILINGS 1292 38.0 0.0 39 CEILINGS 454 30.0 0.0 16 WALLS: Wood Frame, 16" O.C. 1037 13.0 0.0 85 GLAZING: Windows or Doors 189 0.460 87 GLAZING: Windows or Doors 40 0.330 13 GLAZING: Skylights 24 0.490 12 FLOORS: Over Unconditioned Space 336 30.0 0.0 11 FLOORS: Over Unconditioned.Space 1334 30.0 0.0 43 HVAC EQUIPMENT: Furnace, 85.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. y The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building „ "shall be no greater than 1250 of the de 'gn load as specified in Sectioris'780CMR 1 d J4.4. Builder/Designer JL Date r MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Ranch DATE: 1-12-2000 Bldg. I Dept. I Use i 1 1 CEILINGS: o [ l I 1. R-38 I Comments/Location [ ] I 2. R-30 I Comments/Location WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 ;± I Comments/Location 1 1 WINDOWS AND GLASS DOORS: 1. U-value: 0.46 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location [ ] I 2. U-value: 0.33 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No 1 I Comments/Location I SKYLIGHTS: , . [ ] I 1. U-value: 0.49 I For skylights without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No . I Comments/Location I FLOORS: [ ] I 1. Over Unconditioned Space, R-30 Comments/Location [ ] 1 2. Over Unconditioned Space, R-30 I Comments/Location 1 HVAC EQUIPMENT: ' 1. Furnace, 85.0 AFUE or' higher I Make and Model Number I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building' ' I envelope that are sources of air .leakage must be sealed. When f '• I: installed in the building envelope,, recessed lighting fixtures - I shall meet one of the following requirements: Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed.or I gasketed to'prevent'air leakage into the unconditioned space. 2 Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm'(0.944 L/s) air movement from the the „,.><;,,,• I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: [ .] I Required on the warm-in-winter side of all non-vented framed ;1„;.,..ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ,] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] [ Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed 1 using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide.a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required.for each separate HVAC system. A manual ,.or..automatic means to partially restrict or shut off the heating 1 and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified 1, in Sections 780CMR 1310 and J4.4. 1 - [ l I SWIMMING POOLS: I -All heated swimming pools must have an on/off heater switch and I require a cover unless over 2H of the heating energy is from I non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: e I HVAC piping conveying fluids above i20 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : rY.z I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2” RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1:0 1.5 1, .,_ Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 i a fl i refrigerant below 40 1.0 1.0 1.5 1.5. ' I , [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : • I I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.01 1.5 I 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- J is aUJTTA A. C39DWICK, 'married to ?RED 2 C 34DWICT{ !'• my 1 of Barnstable, Barnstable Camtty,Massachusetts, 4 7 8 Mtx===W:or consideration paid,grant to DA,ID S. SYr�S and A21GDi R A. ST^5, husband aafl trite, as Tenants by the entirety, :rP of Hyannis, Barnstable� County, Massachusetts rri� t}ttilrlafttt tanrttattis _; ut - the lanchim w g i with the buildings thecae-, situated in that art of B _ F Barnstable, i --4•-��.�-xactc Barnstable Count h i ' �,• y, t�Iassac._.tsetts,~ca=led 7a^.n_sport, cn the .Jor`haeste:l -' -z side of Patricia Street?, being sho.m as Lot 18 0- e Flan entitled "Home-port ?z 'lest Hyettni+pot, mass. , dated June 195u, by Beerse & 3ellogg, engineers, recorded wi..h Barnstable County registry cf Deeds in Flan nook 116, ?age 73, and according to said plan, bounded and described as fellows: 00UI HZA5TEHhY by PatriciaStreet} one :unfired and 00,y100 (100.00) feet; j 3CL^c E?S T by lot lc, ore `'xidre_ sererteer. and _2/100 (117.52) feet � jAifE :JCHT-cS"E.', y be Strawberry Hill ?ca . one hun- red and 2 y ( .00.23) feet; -3/lOC ' .JOHT=4S^?LY by Lot 17, one Hun d-ed twenty-four and 27/100 ' (124.27) feet, Contnin_r_, 12,1CC sq-uars feet accor__.r. to said plan. ' Said premises are conveyed subject to and T,•ith the benefit of easements, 3 J' restrictions, agreements and reserv=_t_ons cf record, _f er-y, there be, j._ insofar as the same may be in force and arol_cable. ' (r 3eing a portion of the tremises conveyed to the said Anita -A. Chadwick • b- deed _ Hazel 0. Heele--dated c). bruar^ _ 1�r o, recorde wi P.eaistry�nn Boor °34, ?age179 d said t =, ?RED B. C34DWICit, h band of said tor, 1 !' �vi`IX gran w iw j release m said I. grantee all rights of •enancv by the curtesy •„ *'' and other interests therein 4 311 ttess our hand sand sea!sthis 'C t: day of :11ar 19 7 i o c;R !!�) C Hr 7 T C H '. 7 i It 1t f� ' t�kP �tIIIIT1IIIII111Rk(L1� II1; �SfRtarl2a. - 19 57 1.1 Thin pensonally appeared above named 'F?cD B. C= v'C C 'eared the -�D 1 -..=TA A. :fADWrCE 471`) and a6motviedged the foregoing instrument to beth-2i^ 'ree d deed,befarp mv- �� y :.ter +• �j± - Nonry Yobli� .. t 1 /' OA _ 5= y •I _ Barnstable, ss., Received April 20, 1961, and is recorded. .1110 397 We, FRED B. CHADWICK and ANITA A. CHADWICK, husband and wife, as tenants by the entirety, both Ufrsg�cxxr>mnnf of Barnstable, Barnstable County,Massachusetts, forpconsileration paid, grant to GEORGE F. SIMPSON and ELEANOR B. SIMPSON, husband and wife, as tenants by the entirety, both of with quitclaim cubenants, the land,with the buildings thereon if any, situated in that part of said Barnstable called Hyannisport, on the Northwesterly side of.Patricia Street, being shown as Lot 18 on a plan entitled "Home-Port, West Hyannisport, Mass.", dated June 1954, by Bearse & Kellogg, Engineers, recorded with Barnstable County Registry of Deeds in Plan Book 116, Page 73, and according to said plan bounded and described as follows: SOUTHEASTERLY by Patricia Street, one hundred and 00/100 C100.00) feet; SOUTHWESTERLY by Lot 19, one hundred seventeen and 52/100 (117.52) feet; NORTHWESTERLY by Strawberry Hill Road_one hundred and 2 3/100 (100.23) feet; and NORTHEASTERLY by Lot 17, one hundred twenty-four and 27/100 (124.27) feet. Containing 12,100 square feet, according to said plan. f Said premises are conveyed subject to and with the benefit of easements, restric- �..` tions, agreements and reservations of record, if any there be, insofar as the same may be in force and applicable; and subject to a first mortgage to Home Owners Federal Savings and Loan Association, duly recorded with said Deeds in Book 973, Page 479. Being the same premises conveyed to us by deed of David S. Sykes et ux dated February 6, 1958, duly recorded. �x xsifr�txtsbxx�fxsagd�caxtcalczslassc�ct�cs�sLY gacrnzee(s�xadicxibtnt�>ofx�gsarb3�cxka:nctra;.x�daweaxxxrkxkoimsstrtatkxatx}ir�sttxxtffixastsx � ao 13xxuz�x Go ' EXF,CUTED and scaled this 11th day of April ' 1961. a (llnnunottfut�tlfh of ��-lass;ulittsrtte jj tiv aaa�xC cs April ;i 1961 REV. C11AD (K ` Then personally appeared the above-nantcd _'_--c.._._ FRED B. CHADWICK and ANITA A. ikNITA A. CHADWICK CHADWICK and acknowledged the foregoing instrument to be their free act and deed,before me, — J eph Walker, Notary Public My commission expires December 8, 1962. Barnstable, ss., Received April 20, 1961, and is recorded. _. J aoeK7595 30632 ELEANOR S. BRENNER, formerly known as, ELEANOR B. SIMPSON, of Barnstable Barnstable ftmd County, Massachusetts )biiMwxeeamiod, for consideration of LOVE AND AF1'ECTION paid, grant to JAMES A. BRENNER and ELEANOR S. BRENNER,husband and wife asjoint tenants, r V) a� XfJPriT$�41tJX9itlCNOf Ol a who reside at 45 Patricia Street in West Hyannisport, MA 02672 .c a'' O with quitclaim covenants, m (0 w w F+ w 'he land, with any buildings thereon, in Barnstable, Barnstable County, Commonwealth , Z) of Massachusetts, bounded and described as follows; ro •.I Y U� •mot A �, ro N++ a.0 u1 ro I� i `r im ,I SOUTHEASTERLY by the northwesterly line of Patrica Street, as shown on plan I� of land hereinafter mentioned, one hundred and 00/100 (100.00) �N i; feet; oI SOUTHWESTERLY by Lot 419, as shown on said plan, one hundred seventeen and Q 52/100 (117.52) feet,- NORTHWESTERLY by the southeasterly line of Strawberry Hill Road, one hundred w and 23/100 (100.23) feet; and a a II ii(;."..THEASTERLY by Lot 017, as shown on said plan, one hundred twenty-four and 27/100 ti24.27) feet. i t r CONTAINING 12,100 square feet, more or less. FF6r1F BEING shown as Lot #18 on a plan entitled, "Home-Por§00K-A7FP8*,'jM 2 2 7 A Subdivision- at-West Hyennisport, Mass., Owned & Developed by Fred & Anita Chadwick, Same d Kellogg, Rngingare dated June 1954 and filed in'the Barnstable County Registry of Deeds in Plan Book 116, Page 73. SUBJECT to an easement to the Cape & Vineyard Electric Company and the Now (' England Telephone & Telegraph Company, as set forth in an instrument dated October 28, 1954 and recorded in said Registry of Deeds in Book 889, Page 365. SUBJECT to a Taking by the Town of Barnstable for the layout of a portion of Strawberry Hill Road, as set forth in an instrument dated April 7, 1967 and recorded in Bald Registry of Deeds in Book 1362, Page 281. FOR TITLE, see deed from Fred B. Chadwick, at ux, dated April 11, 1961 and recorded in said Registry of Deeds in Book 1110, Page 397. , SUBJECT to the 1991 fiscal year real estate taxes which the grantees assume and agree to pay. � II it i i I, II sooK 7595PAuE 227 B i it 5 s t I Witness ><<Y find and common seal this 28th day of June 19 91 Ex ted in the presence of C _ .....c-4 J1 WIPES ELEANOR S. BRENNER t t 0:nmtnnttmralth of MR1308rhunrtte Bristol, ss. New Bedford, Jme 28, 19 91 Then personally appeared the above named Eleanor S. Brenner and acknowledged the foregoing instrument to be her free act and deed, before me � nNotary Public. 1,ty commission expires � 19 1E '•II.LOWING Ii NOT A PART OF TIFF DEED AND IS NOT TO BE RECORDED.) j CuAvrnw 1&t, Sccrlox 11. GENERAL LAWS i A ieed in substance following the form entitled "Quitclaim Deed" shall when duly executed have the fun•:and effect of a deed in fee simple to the grantee, his heirs and assigns, to his and their own use, with covenants on the part of the grantor, for himself, hie heirs, executors, administrators and success- ors, with the grantee, his heirs, successors and assigns, that of thn ti,, of 0- d�r.e.y of such aced the ( premises were tree from all encumbrances rnadc by him, and that he will, and his heirs, executors and administrators shall, warrant and defend the same to the grantee and his heirs and assigns forever E against the lawful claims and demands of none other. all persons claiming by,through or under the grantor,but against � BARNSTABLE CC JNTY REGISTRY OF D EDS ACbUhUi b JUL 19J. A TRUE COPY,A TEST All J R SMOKE DETECTORS O.K. 0ASTABL UILDING DEPT. F—T in iH Hl LJ - I �I 1 ` C'I n 1 I DF F 1 . 'Ice, T:7r2o #77/ I. I� ICI �I � Ip I � � a a _ r . 1a,- ,err, I � =i��- Jai- � y X � a x " x W J r � a - - --- ---- ------- Vr%o I off F C W v 11 Q F aW a � O mob _ a• C � l � J� �' U) 9' 4C � I-1 ? � r0 I � � �• �• ' OJT O dre r1[ rn1 o l� O C6 3VL C _ OrD ULrt -�,n o- - - A v4 14- zr I ? X 6 s 00 LT J v 9 N9 CZL , Nm- X� Vn'o S,0/ h � r, � k a `1j J 363 P02 JUN 01 '00 13:44 RIDGE BEAM A1Xt�e�xwerDuhw OPTION A TJ•BOam^' v5.45 Serlel Numker:'000002176 1 .q 18 99AMUSA 1111 3/17/00 1:38:04PM 5.251r X " 2.OE Parallamt P'SL P890 1 Of 1 Sullfl COW:124 THIS PRODUCT MEETS OR EX1101:00S THE SET DESIGN CONTROLS FOR THE AF'I J; ATION AND LOADS LISTED Member Slope:0 Roof Slope:7/1 All dimensions are horizontal. Product Dii. r 1 is Conceptual. LOADS: Analysis for Seam Member Supporting:;�,:NVApplication. Tributary Load Width: 14' Loads(psf):30 Live at 115%duration,210 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JI)0'rIFICATION LIVE/DEAD/TOTAL DETAIL OTHEiI 1 2x4 Plate 3,50" 4,334" Li+ft Face 5260 1 4421/9671 Detail R1 SB V1, r[ looking 2 2x4 Plate 3.50" 4.334" R g.l[Face 5250 1 4421/9671 Detail R1 $B Sh, I, ooking -See Trus Joist SPECIFIER'S/K lli k':ER'S GUIDES fordetail(s): R1. -Bearing length requirement exceeds input at support(*)1,2.Supplemental hardware is requir I satisfy bearing requirements, DESIGN CONTROLS: MAXIMUM DESIGN 6ONTROL CONTROL LOCATION Shear(lb) 9542 62$5 21010 Passed(30%) Lt.end Span 1 under Snow ti i 'oading Moment(ft-lb) 58845 58845 75$15 Passed(78%) MID Span 1 under Snow Ro ding Live Defl,(in) 0.725 1,233 Passed(L1408) Nil Span 1 under Snow Ro ding Total Defl.(in) 1.335 1.644 Passed(U222) MID Span 1 under Snow Ro ding Deflection Criteria:STANDARD(L,.j;LIM,TL:U180). -Bracing('_u):All compression edgns itop and bottom)must be braced at 2'8"o1c unless detai i : herwise. Proper attachment and positioning of lateral bracing is O:fired to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT? The analysis presented i6-)utput from software developed by Trus Joist, Trus Joisi r, ) ants the sizing of its products by this software will.be accomplished it accordance with Trus Joist product design criteria and cod :n: epted design values, The specific product application,input design foe as,and stated dimensions have been provided by the softy ;:, ;er. T his output has not been reviewed by a Trus Joist Associate. -.Not all products are readily available, t)hook with your supplier or Trus Joist technical representati . , r product availability, THIS ANALYSIS FOR TRUS JOIST pl.ODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS Th i ' %ALYSIS. Allowable Stress Design methodology 4.err used for Code NER analyzing the Trus Joist Residsnti2 r fuct listed above. PROJECT INFORMATION q,:t RATOR INFORMATION: PHIL CURRAN I1,41 -Cape Home Centers CENTERV(LLE '13111 Rubel ` A-,_�5,e 2 2 Route 134, (O y liouth Dennis,me 02680 4,11 ".083986071 Cow. 1ghr®2000 by True Joist,A Weyerhaeuser Business. :'TJ-6eamT""is a trademark of Trus Joist, Perellernt is a reglstere4 trademark of TruS Joist, ii is I �. ,� RIDGE BEAM I363fP01 JUN 01 100 13:43 El fl A lltlt110 Wl l lflllSl l� NNWWF NARE M.C.H.C, MANIFOLD* ®DR SALESMAN �vL't- � ^`�G9� _ .,. TEL., - JOB I '.!;, ATEON�' v—L,�lc� OIL Y1�1 aL r1�*IIIIL�PAI�b�lllqp����� zo 0 IL i� �., OPTION B BEAMUSA 161153/17/00 13837MOODz17t? 7" X 16" 2-OE PerallamilD PSL Pace THIS PRODUCT MEETS OR EXCEI;LiS THE SET DESIGN CONTROLS FOR THE APP 1, TION AND LOADS LISTED Member Slope:0 Roof Slope-7112 n All dimensions are horizontal. Product Dia ii Is Conceptual. LOADS. Analysis for Beam Member Supporting S;I OW Application. Tributary Load Width: 14' Loads(pso:30 Live at 115%duration,20 boad SUPPORTS: INPUT BEARING REACTIONS(lba.) WIDTH LENGTH JL$JIFICATION LIVE/DEAD/TOTAL DETAIL OTHEF 1 20 Plate 3.50" 3,5" Le It Face 525014490/9740 Detail R1 SB She 1 )eking 2 2x4 Plate 3,50" 3.51' Ri:lf'tt Face 5250l449019740 Detail R1 SB She 1 =Xing •See Trus Joist SPECIFIER'S I BU CCER'S GUIDES for detail(s); R1, DESIGN CONTROLS: MAXIMUM DESIGN istiNTROL CONTROL LOCATION Shear(lb) 9610 8474 24901 Passed(34%) U.end Span 1 under Snow I is' oading Moment(n-lb) 59264 59264 $0393 Passed(74%) MID Span 1 under Snow Roi It i ling Live Defl.(in) 0.765 1,233 Possed(LJ387) MID Span 1 under Snow Rot It i ling Total Defl.(in) 1.419 1.644 Passed(U209) MID Span 1 under Snow Rot It; ling -Deflection Criteria:STANDARD(LI,i L1240,TL:U180). -Bracing(Lu):All compression edge e!(top and bottom)must be braced at 2'8"olc unless detail I i ierwise. Proper attachment and positioning of lateral bracing is i i Faired to achieve member stability. -Design assumes adequate contlnt- s lateral support of the compression edge. 4 ADDITIONAL NOTES: -IMPORTANT! The analysis presented 6 output from software developed by Trus Joist, Trus Joist i�r ants the sizing of its products by this software will be accomplished in icccirdence with Trus Joist product design criteria and cod, j spied design values. The specific product application,input design loaf i,,and stated dimensions have been provided by the softwi 2 . ;er. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. 1:-Nrck with your supplier or Trus Joist technical representati � i .product availability. -THIS ANALYSIS FOR TRUS JOIST Pf i 1,-)UCTS ONLY! PRODUCT SUBSTITUTION VOIDS TI• i ' JALYSIS. Allowable Stress Design methodology iu,ir,.used for Code NER analyzing the Trus Joist Residentis n: luct listed above. r' PROJECT INFORMATION 0 A RATOR INFORMATION: PHIL CURRAN `'Mid-Cape Home Centers CENTERVILLE ` P3ill'Rube! Route 134, C o2 2 {;:youth Dennis,ma 02660 h';6083986071 copyright®200D by Trus Joist,A weyerhseuser Business T.1-Beam TM is a trademark of Trus Joist. Paraitsm®is a registered trademark of True Joist. L t i { r ��SOIL TEST TOP OF FOUNDATION 20 FT- MINIMUM FROM CELLAR -- --- --- - _ - 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE Of S01L TEST ELEV. = CLEAN SAND SOIL TEST DONE BY � T_- WITNESSED BY 1412 \ CONCRETE OBSERVATION HOLE 1 ELEV.= OBSERVATION HOLE 2 ELEV. COVERS LOAM AND SEED T . 4" SCHEDULE 4C PVC PIPE PERCOLATION RATE MIN./INCH PERCOLATION RATE MIN./INCH MIN. PITCH 1 8 PER Fes. 2" LAYER OF aJ 4 1/1�- TO 1/2' DEPTH HORIZT TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER y �. WASHED STONE VENT A lop ,� To e ` 4" CAST IRON PIPE --_- -- -_ (OR EQUAL) MINIMUM NOT REQUIRED �-/U �/GIre PITCH 1 4 PER FT. ? r1 CU. FT. OF CONCRETE ANCHOR �! -- --- FLOW LINE °i !g �v �t fy�?7 a � �< gM►r ELEV. _ 1O' `" MIN. p' V o �� /vt � / . VEL o o t ELEV. _ ELEV. = J GAS ELEV. = 6' SUMP ELEV. BAFFLE DISTRIBUTION _ f.;►jZ 4 �,�,,,,, 7X-/ Z � `'' LIQUID OUTLET `---- ELEV. t HIGH CAPACITY INFILTRATOR`'- WITH DEPTH _�OUTLET BOX STONE I N AN Z I I PTO BE PLACED ON FIRM BASE) X 3 X!0 4 FEET 14 INCHES TO BE WATER TESTED T TRENCH FORMATION 5 FEET 19 INCHES rjQG GALLON IF MORE THAN ONE OUTLET WATER ENCOUNTERED AT �� ELEV. � WATER ENCOUNTERED AT _. ELEV. 6 FEET 24 INCHES WELL 7 FEET 29 INCHES TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE 8 FEET _ 34 INCHES SEPTIC TANK 3/4' TO 1 1/2' SYSTEM (SAS) INDEX WASHED STONE ADJUST ' LEGEND: DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. = _ EXISTING SPOT ELEVATION OO,0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV. = EXISTING CONTOUR -----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = FINAL SPOT ELEVATION 00 TOTAL ESTIMATED FLOW ,- t FINAL CONTOUR---I- ( 110 GAL./BR./DAY X BR.) ` GAL/DAY i t SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL I U'11LITY POLE __of ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER W —w SOIL CLASSIFICATION I CATCH BASIN �®j DESIGN PERCOLATION RATE < 5 MIN./IN. GAS UNE _-- EFFLUENT LOADING RATE 0.74 -GAL./DAY/S.F. CLEAN OUT LEACHING AREA SQ. FT. I CESSPOOL C.P. 5(o/ �; . % X lCi LEACHING CAPACITY (AREA X RATE) �f U GAL./DAY I - �\ RESERVE LEACHING CAPACITY GAL./DAY l I NOTES: { 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I T17LE AND THE TOWN OF ;'_"" , RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. (} 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONA.RY UNITS USED TO BRING COVERS TO GRADE SHALL N 10. PEROAVER AND TOPOGWW'HY BY DOWPf CAPE ENGINEERING:. BE MORTARED IN PLACE. 11. ALL UNSUITABLE ItiiA7F.RfAL SHALL E11E REMOVED FRnAI 1JINIDER AND FOR BEEN MADE AS TO COMPLIANCE WITH MATERIAL AS SPECIFIEDIN 310 f;1�R 1S.ryz5Se`3=� 4 rs> t 5. OBTAIN�SUCHADETERMIN .,� r^ r I 1 � �•. ..�� ri �IF'Ri�n:.�i' .. ( �. DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE' AT 1-SM-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. I CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY `MRIATION eel IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN 9. L FLOOD LOT SHOWN ON ASSESSORS MAP _ AS PARCEL ` I � � q21 f/ r /Z X 1), Deck00 p L f T.A. DUMAS 611 APPROVED: BOARD OF HEALTH DATE. AGENT C j PROPOSED SEPTIC DESIGN "� FOR nr � '` _. � v PROJECT LOCATION 7 r WEETSER ENGINEERING 235 GREAT WESTERN ROAD P. 0. B 0 X 713 508- � 398-3922 _ SOUTH DENNIS, MASS._ 02660 / e TE - 2_ IS 1 f r /�Ai,�UrtL = r REVISED JOB NO. LOCATION MAP- REVISED SHEET OF 0 2000 SWEETSER ENGINEERING SMOKE DETECTORS O.K. 11 � It J-0144 a$x �9LT Gn�a�s a43� Q �43� aLlq Cj l ; , m � l• y . 1 a rz -oli w $ l 7 I l i ! a44to O j 1711,31 ► c, P, U L, C Le, J a IF - 0'' ►� - 8 '' WIG a Ln ( i COAT 0 �I - �9 i '2Si PULL. DOWN i I I I 5 GO � 1 ET;1 p 4 n ITS RO OM i au 4 e — -- -- �, �i S+_y5 0►°�aAlp_�1.6 ' qll Cj T aAN 5 AA ® 3 X 6$ Lr�l r5 L r f Olit LAND I"Z& (2 7 - 3,1 (z i +_- Lob 12 f t A of CAC C - Z - Da I ATo P yxc (>_T. pow T% ATOP /o o-AjA 7V3tj 1 o= v 4 i L-� ovAz-rK I•-d D o� c C, av3a `J ayy(, Q 3 _a112o , a�Zofl co -Y . Qi Q cL a a 0 r n DS D+ T-o�D k I a 1-6 \ �° Ail) c ri o L AAA . ►3-& n- � L u M � K ' A 2 77 -5/pt,c� _ _ � i �►eo A" . eA--Af.A IE L.0 o�rz 6 ALL A7DP 3ra '+-LALL-y CoLUM A) 47roP c� l30"c 30'' x io" ConJC. Pf� r7 �(� GonYr'r /o D o f FTi dOiJG u r� GTIL. wA(.L, OA)L_y � o O 41 L( Il) D�2 f4o U .�Iv-:: WIN L 1 L �r . - I TA AA I ,^ \ 150 ND oKor co/\)C. - - �a(ZoP o c . - �xOPT o 3'x�� l ,�a.�. ayy(.-a 5' 7oun� nAT,o� w �cLS 9x � ou . ��A2 aoo)es 8 PT I --- �CNT a -�x /jTO P Ux� P-T. P057 5 �2CST tv�ll Ll B-L 4010 I G0,'1 L i!- ATOr 1 o" 50N lk 7v(3tj G Ol2 -�12. �i �/'l�lG N �� ANC-►�02 13OC.T �f (�_ �U D� l VA 0 p200 T- pt y'I(C) ( . jL.A6 - jC.67 /'� 7) r/ ,� 7 , D06 P- � / N ►2 6A A L t 5 -� 20 , ►-cam - /y - 9 -- --- / �1—