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0067 PILOTS WAY (2)
�. ' � .. V ` _• _ ,. _ � �� � III n r z r w p r. e L Town of Barnstable ul1d111 '. PostThrs Card So?haty�ti5;Visible;Fro'mthe Street_A roved:Plan's Must beReta�ned an,Joband this-Gafd,Must be aKe„t LA�t�SCA(tLE. .• '.e3s4er R W Posheresaeric�e,o . ' �. � Permt Permit No. B-19-851 Applicant Name: Jamie Brids Approvals Date Issued: 04/19/2019 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 10/19/2019 Foundation: Location: 67 PILOTS WAY, BARNSTABLE Map/Lot 217 024 B00 Zoning District: RF Sheathing: Owner on Record: CRISP;RONALD A&MENARD, REBECCA , y Contractor Name: MY GENERATION ENERGY INC. Framing: 1 Address: 67 PILOTS WAY ContractMti'cense 163006 2 % ,T, WEST BARNSTABLE, MA 02668 Est Protect Cost: $24,948.00 Chimney: Description: Installation of 44 roof mounted solar panels on garage 45#ea, s ;Permit Fete: $ 177.23 Insulation: 3#/sf, 17sf ea,total of 748 Fee Paid;` $ 177.23 Project Review Re at front desk co of e-mail sent Final: j q: copy � Date 4/19/2019 Plumbing/Gas w Rough Plumbing: 41 _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six m6nths afte issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor wh ch this permit has been granted. Rough Gas: V 3 All construction,alterations and changes of use of any building and structures,shall be in compliance with the local zoning by laws and codes. f i This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public nspection for the entire duration of the Final Gas:_ work until the completion of the same. .' Electrical The Certificate of Occupancy will not be issued until all applicable signatur,es by the Building and Fire,Officialsiare provided on thisRpermit. Minimum of Five Call Inspections Required for All Construction Work: a ;= Service: � � � � 1.Foundation or Footing a 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: yr R� JPG Map:Z1=7 lPar-cel:-024—W00D —1 Location: 67 PILOTS WAY Owner: REILLY, THOMAS R TR 238001 _ 218001 0 40 FLocation Information Map & Parcel 217024W00 Location 67 PILOTS WAY 237004 Acreage 1.28 acres 00 217021 Current Owner 00 217024U10o Mailing Address REILLY, THOMAS R TR 317022" ,67 217030 P O BOX 1021 �150 N 0 S ORLEANS, MA 02662 217024@00 #67 Appraised Value (FY 2009) Extra Features $0 217023 Out Buildings $0 #130 Land $15,600 Buildings $0 Total Appraised $15,600 237059 217055Ut00 #94 Assessed Value (FY 2009) 217055 B00 237065 21702OX01 2 7 85 Extra Features $0 0�y 217020003 ^� fig, 237007001 Out Buildings $0 #75 Gat r Cet k68. '4� 21702ox02 Land $15,600 U76 ft - Buildings $0 Total Assessed $15,600 Set Scale 1" = 234 Aerial Photos MAP DISCLAIMER JPG Map:, 217 Parcel: 024 - 600'�"� Location: 67 PILOTS WAY Owner: REILLY, THOMAS R TR 238001 q0 218001 Location Information �o Map & Parcel 217024B00 Location 67 PILOTS WAY 237004 Acreage 3.37 acres Zo k0 217121 Current Owner ao 217024U100 Mailing Address REILLY, THOMAS R TR 217022 �N67 217030 .l P O BOX 1021 150 �0 S ORLEANS, MA 02662 217024 B00 b� q-67 a Appraised Value (FY 2009) 4 Extra Features $6,000 217023 Out Buildings $0 130 Land $177,400 Buildings $796,100 ^� � 1 Total Appraised $979,500 237069 217055W0 1113 237065 Assessed Value (FY 2009) � � 217055B00 #85 Extra Features $6,000 21702OX01 .0��--yy 217020003 � � } N63 1, 237007001 Out Buildings $0 #75 l068 21702OX02 �`g Land $177,400 #76 Buildings $796,100 ,.,.,. Total Assessed $979,500 Set Scale 1" lAerial Photos MAP DISCLAIMER TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ti r Map �� ��� Parcel Application # Health Division IVoepr Date Issued oti o8 /7 � Conservation Division Application Fee Planning Dept. 7- 03 Permit Fee Date Definitive Plan Approved by Planning Board o�NOF$ARtVSr BLr Historic OKH _ Preservation / Hyannis Project Street Address 6-1 P i Village 9Cl{ASAA61i E_ Owner Ronal- Cry so l ke6cca_ �iVQ( A Address 6-1 Nab tia!ti ULts� &,,,y6Px MA Telephone CP Permit Request i n�S h S�l°�n �� ��[�� d �� hd(+fl --R_,arn L . OA.C., Dom soh �- n� N . Rr_Se c®�t F/�®s� wi S76/A L Square feet: 1 st floor: existinov proposed b 2nd floor: existing' proposed=eY �To al new s�i® Zoning District rt S+ I Flood Plain AM Groundwater Overlay 60 Project Valuation �g,�(1®o Construction Type Lot Size Grandfathered: ❑Yes ZNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure r Historic House: ❑Yes U(No On Old King's Highway: E(Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ('Qrncry_� shah Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) iv Number of Baths: Full: existing new Half: existing O new Number of Bedrooms: d existing _new Total Room Count (not including baths): existing 0 new �� First Floor Room Count Heat Type and Fuel: O Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes U No Fireplaces: Existing (�New D Existing wood/coal stove: ❑Yes @40 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorizat'on ❑ Appeal # Recorded ❑ Commercial ❑Yes al(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RonoA ccisa Telephone Number _Co n alq Address wPlka� c, License # W641NS" k L (M (��(oCo� Home Improvement Contractor# Email (d NAI A C o vo_61(W i I • (d V-\ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTI) FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Zo r FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. I ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 7,k-7b7 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING I DATE CLOSED OUT ASSOCIATION PLAN NO. i i r The Comraoiweakh f f 1#CJhae& Department cfluduslyidAccidm&- O&C af atio3ss 600 Wasbbigi nn meet Boston,MA#21ZI �v�v�umagaQ�dia WOrkB ' CUMpeniation Iusurmce Affidavit BwIdersl�t zcW=/E�t-jai�,,h ers Applicamt Iafar7=i�g Please Pik Lezffilv Na= - Qdnall C�so pidare= .G-1 P l ob Are:you an employer?Checkthe appropriate ba= Type of project(requimd): L❑ I ant a emplayer-wi& 4. El I am a geumal canbiact=and I 6* liehked.the suer-cam • employees(fall actdtor pact-ime). 2.❑ I am a rifle prqp�i*cu arpartuer- Tisted ca.the ached sheet 7_ ❑RF'M deliag ad have no 1 These sub-coa�ract have hP ��� 9- ❑Demolition taming for.ace is any capacity eanpl aatdhave wvotirrs' [No wudoew onzIIP ;+� ,tee COP. g- El BuffcEag addition -1 I EJ •tie are a cmpatati=aud its 16.El Mechica1 repairs or adcruj,nas 3_Vlama homemmmwdaing auWork ofiemhaveCcercisediheir 11-QPlvmbiala eP - r ansaradchficros f LNOvoricamv - fight of es4u FesGL 1�0 Roofrepaics RM==e requireq 1 c.1.52,g1(4�aadwebavena employes,[NawadoMcs' 1 Mother yam. comp.insurance required,.] 'drip B�acche ff1 alsofiIlauEthe�ctioahe7awshavagg$ieataa�Cexs'mmpersatingpayeginfin> a� # a aeis�hD saw des-Maae9 igY axe 3aiag sg�ss�t arPdBzeabtxe asidecaa�cmasaaxst suhmit anew afiidt Q,rs, TCa=rim'ffist checf flf,6mc 7 st attached addidmml sheet shon!agtLea�of the amd stage vrheflM Ornotthme eozrt�s> ernplapees 7f tLe--��I--e�pIaf$es,fiw! pm�id *&wow'te:rap,gaILY M=bM lam all euipzysr tliati9 pravidrg workers'CvRTMS01ion irrsurascs for my earplay $etoty is flte pa8cy and jOb.&, i$fores�nn. I$ e Company Ignore: Toficy 44 or S elUnL Iic. k as l?afe: Job Tite 1Adse= CifylStafe�t�.tg Attach a copy offhe workers'comp eusatieapolicy dechwation page(showing the policy m=ber and ealtiration date). Fafimre to sec=axiveaage as requited nudes Sew 25A o€MQ.m lV—c2m lead to the imposition of mimitial penalises Of a fide up to$L500 OQ andfar aae-yewimpaisoatgeut,as Well as civil peualt a Jn the foaa c f a STOP'VMRK ORDEX and a Em O up to ZDQ 3 dky W ust the violator. Be a8.i33ed gut a copy of this statemeut maybe forwarded to the COCe Of Invedtaflom ofthe DlA for amumce covet-age,ved5cation- Fria her* t#s :ahi'es afpet f je;dis irtfnrmadvn prat.•ida7rl abatis[s bus and carrect > �R3 13 S awiid we Do mat wrkr in grew,€rr be wwpfe a by city artatvx Offjc&L City or Tawm ;9 Lssning An�nrity(circle one): L Baud of$eaIth Depar uczxt 3.Cay1Town,C&Mk 4.Eiech ical Faspector S.PbMWM9fivector 6.Other Cotsbct lrerson: Phony 9: 6 i ..:..ra. �■f■I:+ I �itlst ••�.R f1 .1 • •- ••■I■1�■. ►■It.st:+ .i.•lf t I [■- . a■tl• • - t. •.I.1 ■• tt i. •:I.tli- ... 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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 dwelling,attached or detached structures accessory to such use and/or hum 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 r ents. - - gnatuie of Homeow r 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 F7LEMPTTON 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 to amend and adopt such a form/cei-Mcation for use in your community. Town of Barnstable Regulatory Services Richard V.Scali,Director. 16¢ 1� ►red► Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property ProP a Owner Must Complete and Sign This Section If Using A Builder I , as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final' . inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS r Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, February 02, 2017 8:58 AM To: 'ronaldcrisp@hotmail.com' Subject: Frame inspection Good Morning, Upon review of your permit application and plan for the barn I have determined that the following have to be completed before the insulation inspection will take place: �You have to apply for a building permit to finish the second floor of this barn.The original plan only had storage on the second floor, no finish, no bathroom, heat or sink area. 2.) The plan supplied with your application does not reflect the changes to the structure (stairway moved, heat systems,framing of second floor/roof, changes to windows, dormer,etc.). A new plan will be required showing any and all changes made to the structure and the changes to y the roof and exterior of the building have to be approved by ON Historic. 7 31 1 will call to schedule a reinspection of the frame as I noticed the engineer required additional requirements to comply with the wind code. At the time of the reinspection we will review what information is necessary to continue with the project. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 r ~ �T�is is rf�ard� a wart Roma, Paul - I� From: Parsons, Roger Sent: Thursday,April 27, 2017 6:18 AM To: Roma, Paul Cc: Golden, Robert Subject: Development Map 237 Lot064-001 Pilots Way { Good morning Paul hope all is well!—I have been asked to review the access to the above parcel as it relates to potential development (residential construction) on it. In my opinion the Private Way named Pilots Way appearing as such on the Town maps and listed in the Town Road Report has sufficient width and suitable grades for that purpose. In addition existing utilities feed the road. It is also noted that several other homes are serviced by this road and that this addition will not place additional negative burden on this road. This'opinion does not discuss or allow further subdivision of any lands accessed by Pilots Way. Regards, Roger z t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 r i , —7 ' '� ��RNSTA0LE Application # Map �� ( Parcel a LAOF Health Division `r 't av _ Date Issued Conservation Division�� Application JFee _,00 Planning Dept. «,..,.,..3 Permit Fee55 . 0( S • 0u Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address G1 P i 6k WN Village :W ►Jtsrl.l bl Owner LnalA Lisp Address Telephone a 91 Permit Request L/0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed ° Total new Zoning District f eS a, Flood Plain Groundwater Overlay Project Valuation 1 b ae Construction Type Wm� Lot Size 4 xys arre� Grandfathered: ❑Yes W40 If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Quern Age of Existing Structure Historic House: ❑Yes Lid' O On Old King's Highway: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �ab Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 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: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Auu horization ❑ Appeal # Recorded ❑ Commercial ❑Yes C N If o yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 2Q^01 C i Sn Telephone Number CD n 13 35 Address 60 V l U_" License # �ly . Runr& Home..l.mprovement Contractor# Email any��Cr I SD( �� r a nn Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ��! FOR OFFICIAL USE ONLY -APPLICATION# ;F. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' Deparhnent ofIm&YtriafAcddenfr Ofj`rce oflmen gaiions • '' 600 Washington S'freet Boston,MA 02M ' www.mass gnvldia Workers' Compensation Insm-ance Affidavit Btu]dens/Confra.cfnrsMectddam/Plmnbers 4pphc:ant Information Please Print L2dbly" Name( Qnol - r rrr,S ') . Address: l W r . C /= zip: �. ccc� s C,hI Pb�ne#: l�l CI s Are you an employer?Check the appropriate bow ' Type of roject(requnred); 1.❑ I am a employer wi$i 4. ❑I am a general cmAractur and I empIoyem(RE nd/orparttime)-* have.hied mb-cordxactnrs 6. �eW�sb mtim Oam 2.❑ I am a sole proprietor or partner- listed a a the atlarbed sheet: 7. ❑Remodeling ship and have no eozpploy= Thew hors have 8. 1]Demolition wor3dng for mein any capacity. - =Ployees and have workers' ,7,,, Comp.insoranr-i$ 9. ❑BmIdin additia . O wOIkeIS'C:Omp,mcrrranrr. � . ] 5. l] We ate a corporation and its 10.[]Electricalrepairs or additions 3.dI am a homeowner doing all work \ officers have exercised their 11.[i Phmbingrepaas or additions myself [No workers'comp. right of=43ticm per MGL m r+�e requi red.I t a 152,§1(4),and we have no Roof repass MTIUCM[No workers' a❑Offer conxP.insurance req�rd_] *Any applicant That cherlcs box#I Est also f II ot�ti�e section br,Im showing tbeswoo=ze eompcnsqdioa poIuy mtnn2tirm t gomeow=who submit$is aT&vk indieatiag ti c ate doing eII Wmk and thin hue outside watacma mist submit anew affidavit indicating==L #Contract*=that check this box most arched an addidomLl short showing the name of the sab-co and state whether or notthose edifies have employers.If the sub-mars hm=ployxs,tficy mast provide the'=wod=,come-policy mmbm r am as employer that is prupk%g workers'compensation uzrurmtre for my employem Below it the po&y and job site irsformaSon. Insurance Company Name: Policy#or Self-ins.Lic. Job Site Address: Cyr : Attach a copy of the Workers'compensation policy declaration page(shoWmg the policy number and expiration date). Fame to sectrre coverage as requited under Sectia n.2$A of MGL c.152 can]lead to the imposition of criminal penalties of a frao nP to$I,SOD.00 and/or me-year inzprisot®eni;as well as civz7 penalties iu the fn=of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this sb temp may be fm wm-&d to do Office of Investigations of the MAL for insmamx coverage vmi@m iom r do hereby the andp ties ofperjwy that the information provided above zs mrd correct S Data: eo /s-- 7 3 3 Q ftdd use only. Do not write in this area;to be eorrrpkted by city or town o,7ciaL City or Town: Pendilr.icense# Iwffmg Authority(circle one): 1.Board ofHeaIth Z Bur�dnngDepariment 3.CiiyfTov�rr Clerk 6 Outer 4.EIectiricalInspector 5.PlumbmgLLvpector Contact Person: Phone� . . y 1haformation and Instructions Miassa6h setts GeheraI Laws chgtp r 152 reggaes all employers to provide workers'compensation for their employees. PmmmzmttD this stye,an emplyyee is defined as"...every person in$ue service of another under any contract ofhirc, express or implied,and or wrh a." An employe is defined as"an mdividna.L partnership,associafiam,corporation or other legal eufity,or any two or more of the fnregomg engaged in.a'o and inc��the le representatives of a deceased employer,or the Jint�p�� . � receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occapant of the - house of another who employs persons to do maintenance,construction or repair work on such dwelling house dweIImg emp or on the grounds or building appm�thereto shall not becanse of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also status that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a busi aess or to construct buildings.in the commonwealth for any applicautw•ho has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the perfonnzauce ofpublic workuttl acceptable evidence of compliancewith the msrirm- ce.. requn-ements of this chapter have be=presented to the contracting anthoiity." Applicants Please fill out the waken'compensation affidavit completely,by checldog the boxes that apply to your situation and,if necessary,supply sub-contractor(s)nan?e(s), address(es)and phone number(s) along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships CLEF)withno employees other than the members or partners,are not required to carry workers'compensation insmnce. If an LLC or LLP does have employees,a policy is required. Be advised that this affidayitmaybe submitted to the Department of Industrial Accidents for confirmation of f mmra ce coverage: Also be sere to sign and date the affidavit The affidavit should be retrnned to the city or town that the application fur the permit or license is being requested,not the Department of Industrial Accidents. Shouldyou have any questions regarding the law or ifyou are regmred to obtain a workers' compensation policy,please call the Department at the number listed below self-insured companies should cater their self-insurance license number on the appropriate line. City or Town.Officials Please be sure that the affidavit is complete and pnirs<ed legibly. The Department has provided a space at the bottom of the affidavit for you to iffi out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license comber which will be used as a reference number. In addition,an applicant that mast submit multiple permitJIicense applztafrons m any given year,need only submitone affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has beers officially stamped or mmkvd by tie city or town nay be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled of±each year.Where a home at: or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would him to thank you m advance for your cooperation and should you have any questions, please do not hesitate to give us a calL The Department's address,telephone and fax number: T1he anwwlth-of Masmcllusetts , Depa dmmt of lndns ud Ac idents Off tce of)hVewgatio= 604-Washington S 1. Bad MA 01 111 r TPL#617727-4}R(1 at 4€16 or 1 'F MAC S1 ' Fax#617-727-7749 Revised 4-24-07 WW v dia .mash go f I AHIC Cuide to Wood Construction ilk Higlr Wind Areas: 110 fnph )Find Zone Massachusetts Checklist for Compliance (780 CiMR5301.2.1.1)r Loadbearing Wall Connections • Lateral(no.of 16d common nails)..............................(Tables r)................................................... Non-L-oadbearing Wall Connections Lateral(no.of 16d common nails).................._.............(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .......................................................(Table 9) •--............................_ft_in.511' SillPlate Spans .......................................................(Table 9)............................... _ft_in.s 11' Full Height Studs (no. ofstuds)....................................(Table 9).....................__................_............. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.'................................................._...._...(fable 9)................................ _ft_in.51 Z' Sill Plate Spans.. ....................................................(Table 9)........ .................. —ft_in.s 12' .... . . ..... Full Height Studs(no.of studs)..................................-(fable 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV. Minimum Building'Dimension,W Nominal Height of Tallest Opening .....................•.___....................:_.:......................_. 5 6`8' SheathingType........................................•-• .(note 4)::,............................................ • Edge Nail Spacing............. ....(fable 10 or note 4 if less)....................... in. FeldNail Spacing...........................................(Table 10)......................................._.....__ in. Shear Connection(no.of 16d common nails)(fable 10).... ............................................... Percent Full-Height Sheathing.......:.........:...(Table 10)...................................................._% 5%Additional Sheathing for Wall with Opening>6'B'(Design Concepts).................... Maximum Building Dimension,L ' Nominal Height of Tallest Openingz..................................................................... 5 6'B' SheathingType.............................................(note 4)............................................._...... Edge Nail Spacing................................_......(Table i 1 or note 4 if less)........................ in. Feld Nail Spacing..............:.................._....:.. _ 11)................,........................,....... in. Shear Connection(no.of 16d common nails)(Table 11)........ ........................... .......... _ Percent Full-Height Sheathing......................(fable 11)............................................:...__ 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?........................................................................................_................................. 5.1 (ZOOFS. Roof framing member spans checked?.........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. ft s smaller of 2'-or 1.13 Truss or Rafter Connections at Loadbeadng Walls ; Proprietary Connectors Uplft...............................................(Table 12).............................................U= plf Lateral .........................................(Table 12)...........................................L= plf Shear..............................................(Table 12).............................................S •p f Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T= pIf Gable Rake Outlooker...........................................(Figure 20)............. ft s smaller of 2'or 1-12 Truss or RafterConn8ctlons at Non-Loadbearing Walls' Proprietary Connectors Uplift.......................:.........:... l __......(Table 14)..................--......_............_.U= b. Lateral(no.of 16d common nals)..(Table 14)................................. .....L= b. Roof Sheathing Type.................................................(per 780 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness........................................::..........................._........._... _in.>7/16'WSP RoofSheathing Fastening..........................................:(Table 2)...............................,......................... Notes: •1. • This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR•5301-2.1.1 Item 1. If the checklist is met in its entirety then the folowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure ISa and Figure IBb Z. 'Exception:Opening heights of up to 8 fL shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-gr6de. ' A FYC'Guirle to Wood Construction in Mal i FYind Areas:IIO fnpli EVirrd Zone Alassachusetts Checklist fo>r• Compliance rno ChIfR5301.2.1.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).................... •........................................................110 mph WindExposure Category.......................:........................._........... .................................................. .:...B Wind Exposure Category................Engineering Required For Entire Project.......................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch................. ............._.................................... . .(Fig 2) ............................................ 12:12 MeanRoof Height•................................................... ...._(Fig 2)................................................._ft 5.33' 1 ..... BuildingWidth,W.................. ..................................... ..(Fig 3)....................................._......... ft 5 80, Building Lengfh,L .:............................................... .......(Fig 3)............................................ _ft 5 80' BuildingAspect Ratio ..(Fig 4 < Nominal Height of Tallest Opening ......................� .(Fig 4)............................................ 5 611' 1.3 FRAMING CONNECTIONS General compliance with framirig connectlons•..................(Table 2).. .. ............................................. 2.1 FOUNDATION - Foundation Walls meeting re uirements of 780 CMR 5404.1 Concrete.................. q.................................:........................................................................... ConcreteMasonry........................._.......................................................:....................._....................... 22 ANCHORAGE TO FOUNDATION',3 5/8'Anchor Bolts,imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general..........................................(Table 4)............................................... in. Bolt Spacing from endroint of plate.............................(Fig 5)..................................... In.5 6"-.12'. Bolt Embedment-concrete............:............................(Fig 5)..........................................._..... in.a 7' Bolt Embedment-masonry........................::...............(Fig 5)............a............................... in-Z 15" PlateWasher..:.... ......................... ......(Fig 5)..............................................>3'x 3'x'/7 3.1 FLOORS Floor•framing member spans checked................................(per 780 CMR Chapter 55)............................. Maximum Floor Opening Dimension...:.........................._...(Fig 6)............:..................................... ft512 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:....................... ......... Maximum Floor Joist Setbacks Suppoitng Loadbearing Waifs or Shearwall................(Fig 7)..................................................... ft 5 d Maximum Cantilevered Floor-Joists -,— Supporting Loadbearing Walls'orShearwall................(Fig 8).................................... it 5d FloorBracingat Endwalls.................................................... 9)............................._.�.........._...... ......... ...... . . ..... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness ............................_.....................(per 780 CMR Chapter 55)..................... in. Floor Sheathing Fastening_..............................................`..(Table 2).. d nails at in edge/— in field 4.1 WALLS Wall Height Loadbearing walls.........:............................................. .(Fig 10 and Table 5)..........................._ft 510' Non-Loadbearing walls......:................................__......(Fig 10 and Table 5)........................... ft'S 20' Wall Stud Spacing ...........................*............................(Fig 10 and Table 5)................... In.:5 24"o.c. WallStory Offsets (Figs 7&8)..................................................................................................... _ft sd 4.2 E)MRIOR•WALLS' Wood Studs Loadbearing walls............................ ... (Table F7)..............................2x --ft—in, Non-Loadbearing walls...............................................*(Table 5).............................2x --ft—in. Gable End Wall Bracing' Full Height Endwall Studs.............................:..............(Fig 10)......................,.............................. .. .......... WSP•Atfic Floor Length..._...._.....:..........:..................:(Fig 11)........................................... ft ZW/3 'Gypsum Caking Length(If WSP not used)...................(Fig 11).............................................._ft�:0.9W - and 2 x 4 Continuous Lateral Brace @ 6 it.o.c...(Fig 11)............................................................ or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss bays Double Top Plate Splice Length .._.............:..........................._.........(Fig 13 and Table 6).................................... ft Splice Connection(no.of 16d common nalls)..............(Table 6)......................................................... . VYC Guide to Wood Cornarttctiort in High )•hind Areas: 110 mplr !lrxrd Zone ' Massachusetts Checklist for Compliance(780 CrARs301z.1:1)i 4• a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: I. Panels shall be installed with strength axis parallel to studs. I All horizontal joints shall occur over and be nailed to framing. ill. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made,to lowest plate at first floor framing. v. Horizontal nail spacing at*double top plates,band joists,and girders shall be a double row of 8d staggered i3t 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Giazing protection:a)new house or.horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.5) b)vertical addition—not required unless there is extensive renovation to the first•floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. V*fE TTM EDGERESM ON FRANDdG USEad MA" • •ATb� ii �i► - li II , .9 1 �c, as I a II II ; EdI a ;f II ` m nXIUD if FRAMING MEMBERS1412 CL 1 l d If t: Fi i i i Y = - 3' IFL • �i iti �_ _ _. -- ----1 ' - �-J1� 1 .•-ram - DDU91.E .� ED 3'tu1MJ. NAItrSPACJNG NAR PATTERN PMra PANE)EDGE r GOUB E U4&B 6E SPACM DML See Detail on Next Page Vertical and Horizontal Nailing Detail for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment EVE' ti Town of Barnstable _ Regulatory Services BAMMUMA KMM Richard V.Scab,Director 16;y. ♦� .1 Building Division _.... .-._.._..._._.._. __.. ._ --.. ._._._._.. _---------.-------:-..... . .. .....__ .. .._._.__.:. -----._...__ . _.._._.. . __......._.. Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and'Sign This Section If Usint Builder as Owner of the subject property hereby authorize + to act on my behalf, in all matters relative to work authoiized bythis builder permit application for. (Address of,Job) " "Pool fences and alarms are the sponsibilky of the applicant. Pools are not to be filled or utilized before fence is installed and all final f. inspections are performed and accepted. P Signature of Owner Signature of Applicant Print Name Print Name Date Q:F0RMS:0VR4MERMISSIDNP00LS town oizarnstabie Regulatory Services �oFVfE rti Richard V.Scab,Director Building Division Tom Perry,Budding Commissioner �3 200 Main Street; Hyannis,MA 02601 www town.barnstable.maus Office: 568-862-4038 Fax: 508-790-6230 HOMEOWNER LIfPISE EXEMPTION -- �pleasePrint JOB-I:O(;MOK perperilk W Q19 ��Qt��(.r�s k 1 �oMEowrr�xT:�ana�e �(iSD �0�� e��� •���5 S ��-�•-=name home phone# work phone# C 'rCURR:IIN't=1vlAIL:II�iG ADORES 5: --• ------------- ---•---:VffI �nhTe. 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 them 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 unde ' ed"homeowner"certifies that he/she understands the Town ofBarrmsstable Building Deparbneat raini-mum inspection PM es d re and that he/she will comply with said procedures and.requirements. a g.alaue f.Homco cr'i 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 E UMVM i'TON 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 persons)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 Iicensed 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 form/certification for use in your community. Q:IVvTFIIEMPN S%ddmgpmmkhr UDTRESS.doc Revised 061313 I APPROVED RECEIVED MAY 13 2015 APR 2 3 4015 Town of Barnstable Old King's Highway Con,mittee GROW -I MANAGEMENT Elm PI L X, RRQLR4L0R .. - - - - / gRBT RDOR 9.EV. ----------------- fit'fAHC.SLA9 aso� w•o� � 9 PRPOSED - FRONT ELEVATION PRELIMINARY D/llC. 00611PIIM. '=s�y-e a w�u. P.G 6TIrv. ffi�IIW i016 b8f�It{L b�f r10. ,..., - Sandmark Design CRISP RES MCE FRONT ELEVATION s.�>. . FelmoutiaMa 61 S WAY r��a�nawa�g�cee PIGLET eaue mww n """'°"• WEST SARNSTAOLE,MA. CROP Al Ae L 4MtS r APPROVED MAY 13 W5 -DECEIVED Town of Barnstable Old King's Highway AFi 2 3 2 015 Committee GROWTj-I 'IANAGEMENT ZZ ]III i � oil I wRsr rtcax sEv. =----------------------- - ---- -- -—-- - -- ----- -- ------------------------- -- -- -- - ---------- - -------- PRPOSED - RIGHT SIDE ELEVATION PRELIMINARY ,..,,.., Sandmark Design GRASP RESIDENCE RIGHT SIDE LEVATI EfFalmoutwa '6 PILOT8 AY WEST BARNSTABLE,MA. AeL APPROVED MAY 13 2015 RECEIVED Town of Barnstable Old King's Highway AN 2 3 2015 Committee GROWTH ItIANAGEM-ENT is FPiBT ROOK Q4'GONG.BLdH �-0' 34-0' .________________________ III PRPOSED - REAR ELEVATION PRELIMINARY MO. Wl6 C�IpI. :wq�aa weds P.fi6LVP. N09E4CY PoP. di�tlifllo L�f N6 S8t1CI1118Y11G D68ig1') CRISP RESIDENCE REAR ELEVATION � ,_ FalmoutFlMa 61 PIOLETS WAY +� 3 WEST BARNSTABLE,MA. � �' a. ee, sam APPROVED RECEIVED MAY 13 2015 APR 2 3 Z015 `own of Baristable -Old King's Highway GROWTH MANAGEMENT Committee RMI GRADE H E H I I IN 111H H ] Ul .40'-0* -------------- ------------ PRPOSED - LEFT SIDE ELEVATION PRELIMINARY nd ar Design ` CRISP RESIDENCE LEFT SIDE ELEVATION Falmouth,11a. 61 PILOT'S WAY WEST BARNSTABLE,MA. A4 A-FU 4/2015 APPROVED MAY 13 2015 RECEWED Town of Barnstable Old King's Highway Committee AR� 2 3 2015 GROWTH MANAGEMENT 3-C-O' NOTE: L 5/8'DIA SILL PLATE W1 3'X 3-X 1/4' PLATE,48'O.C.AT ALL FOUNDATION WALLS UNLESS NOTED OTWERUSE. ------------------------------------- -----------I----------- --------------- -------- ------------------------- ----------LOCATIONDROP FOUNDATION WALLWALLSTAIRS TWIS LOCATION V AT GARAGE DOOR Li 10-OR if SONOTUBE ON DIA.816FOOT FOOTING (TYP) S*POURED CONCRETE FOUNDATION WALL WI CONT. CONC FOOTING(TYP) 4'CONCRETE SLAB W. FIBRE ME814 REINFCMEMENT 3,500 PSI 9 M11 POLY VAPOR BARRIER COMPACTED GRANULAR FILL 4- 4'CONCRETE SLAB eAo FIBRE rIESH REINFORCEMENT 3 500 PSI 6-11 POLY VAPOR BARRIER CO?'PACTM GRANULAR FILL DROP FOUNDATION WALL S'AT GARAGE DOOR ON WALL DOOR CROP FOUNDATION WALL AT GARAGE DOOR- ------------------------------------7------------------------------ 7------------------------ ---------.......... ------------------------------- FASTB6R8 Symem couw W . HDUS 0 34 FOUNDATION PLAN -PROPOSED BARN PRELIMINARY Sandnark Design CRISP RESIDENCE FOUNDATION PLAN ralffimth,m& 61 PILOTS WAY WEST BARNSTABLE,MA. AB v4'r'o CRISP A.E.J. 4M5 APPROVED RECEIVED AWAY 13 2015. AP � 22 3 2015 Town of Barnstable Old King's Highway GROOM MANAGEMENT Committee 34'-0• g.6• y5'.b° �-0• NOTE: I.5/8'DLL SILL PLATE}6OLTS W/3°X 3°X 1/4- PLATE,4S•O.C.AT ALL FOUNDATION WALLS --y. UNLESS NOTED OTN62WISE. m I I ' ------ --- ----I I I m I I at6 SIDING EKTMIOR WALL: SIDING BY OWNER pVIb•PLYWOOD"EATNNG O R.6 STWDS.16•o.c I �P R.BATE INSULATION I m 6 nil POLY V.B. I Q W DRYWALL �9TEa BEAR ABOVE I TAPED SANDED (SIZE BT QdGINE02) - °v S 9 � I I I ----------- ;5h° i sad ox� I o S m IY-0• rr-0' PRELIMINARY FIRST FLOOR PLAN ° ^� =--:;=7PR (7 M BARN $andmark Design `°"' ..o �P CRISP RESIDENCE FIRST FLOOR PLAN ,,� 6l PILOTS WAY �� Iww.m�e+Umelgncwi va'.f-0• ORISP WEST BARNSTABLE,MA. a,,,a e,, A.E.1 4.15 r APPROVED RECEIVED MAY 13 2015 APR 23 2015 Town of Barnstable GROWTH MANAGEMENT Old King's Highway committee 34'-0° 1. 10'-0" IT.& S I S C I °r 1 C I �I I '� ROOF OF 91i� € iY � f i -RIDGE BEAM 4 S (SIZE BT E4GIHEII2) g STORAGE AREA. f EI: i k ,9y I N, € k I 34'-0• 10'-0" SECOND FLOOR PLAN-PROPOSED BARN PRELIMINARY Sandmark Design " `°"' P > a� CRISP RESIDENCE SECOND FLOOR PLAN Falmouth,Ma. 61 PILOT'S WAY e.m.r�� uwD.sadMkdaelgrtcOm WEST BARNSTABLE MA. vW-1-0" CRISP- p E ] 04 A.EJ. 41MIS • RECEIVED APR 2 3 ZQ15 GROWTH MANAGEMENT C `� •� APPROVE® MAY 13 2015 / ;x'r �� r Town of Barnstable !/ ' j / ���®/ �,i Old King's Highway Committee • �j�%�%/ ';r ��; •„ ' QJ�� fix. / .�:i � (� � � { --• � a � •; �/ it l �4 / .� �-• / ACft Jb PLOT PLAN #67 PILOTS WAY 0 m BARNSTABLE, MASSACHUSETTS dMIJAR/B.2015 904E IN R1T O P rr APPROVED RECEIVED MAY 13 2015 Town of Barnstable APR 2 3 HIS Old King's Highway Committee GROWTH MANAGEMENT e /xx I Ls'cogo.etas 36'B I01-W Q I � ------------- PRPOSED - FRONT ELEVATION PRELIMINARY ua om oEawmnw �....a�qd n-e er�.w r®vuffi rae n SandmarkDest g GR18P RESIDENCE FRONT ELEVATION Fay a 61 PIOLEt'S WAY WEST BARNSTABLE MA, �' � ,.. wa AAA AMS I j APPROVED RECEIVED MAY 13 2015 APR 2 3 ZU15 Town of Barnstable GROWTH MANAGER/1ENT Old King's Highway Committee r�xsT Fwolz sev. ,co• PRPOSED - RIGHT SIDE ELEVATION PRELIMINARY na w.ir, aeeo�twc �a.•a.•.n rr.ro a.a etw. .aavo:¢ww a�mw xm.a. Sandmark Design CRISP RESIDENCE Rlc*m 5IDE ElEYA110N �,..,. .V hwkcl wq bl PILOT'S WAY v.•• +Q+� �� CRMP WEST BARNSTABLE,MA. ;,� d aei ueois APPROVED MAY 13 2015 RECEIVED Town of Barnstable Old King's Highway APR 2 3 L015 Committee GROWTH MANAGEMENT 0 .FRST FLOOR b _. .___._ T _ X Q 4•cON!81A8 ,.,, 3{'O• 1 ----------------------- PRPOSED - REAR ELEVATION PRELIMINARY NP WiB OBOPwIbV. =sYg�a u ww�w P.6 6 L`R 11®TBVm OOIa P° a SandmarkDesi n CRISP RESIDENCE REAR ELEVATION - 61 PIOLET S WAY ^, 4 —ourtmCR WEST BARNSTABLE,MA. e, AZ-L Af2m APPROVED pFcFjvE- MAY 13 2015 APR 23 Z015 Town of Barnstable Old King's Highway GROWTH mANAGEMEN Committee "El wasr r�oaR oFv. --------------------------------------------------- eo'o' PRPOSED - LEFT SIDE ELEVATION PRELIMINARY one. oEernwrnw: =ey.d w+o.e- v.a er,w�. wr�wcs raw, ear rme: eu�r rn. Sendmerk Design GRISP RESIDENCE LEFT SIDE ELEVATION �Falma+th,Ma. 61 PILOT'S WAY � � s�tlmakdee�gri.eew V4W-C* LISP WEST BARNSTABLE,MA. 4El dl106 APPROVED RECEIVED APR 2 3 2015 MAY 13 Z015 GROWTH MANAGEMENT Town of Barnstable Old King's Highway Committee 1.5/0"DIA.BILL PLATE J-BOLTS W1 3'X 3'X 114* E PLAT48*O.O.AT ALL FOUNDATION WALLS UNLESS NOTED OTHERUASE. ---------------------- -------- --------------------------------------- ------------------------------ . STAIRS THIS LOCATION: DR FOUNDATION WALL 10'AT GARAGE DOOR Z OR't SONOTUSE ON A.BIGFOOT FOOTING a,POURED CONCRETE FOUNDATION WALL W 24-X 10-CONT. CONC. FOOTING(TYP) 4'CONCRETE SLAB G. FIBRE MESH REINFORCEMENT SAGO PSI &mil POLY'VAPOR BARRIER COMPACTED CMUNULAR FILL 4'CONCRETE SLAB.1W FIBRE MEOW REINFORCEMENT 3-500 PSI 6 WI POLY VAPOR BARRIER COMPACTED GRANULAR FILL DROP FOUNDATION WALL S.AT C.41R-44f DOOR DROP FOUNOATION LUALL 10'AT GARAGE DOOR Nq ------------------------ 4L ------------------------ FASTENERS SYMSM COUNT WDUO 0 4 FOUNDATION PLAN -PROPOSED BARN PRELIMINARY Sandmark Design CRISP RES IDENCE FOUNDATION PLAN Falmouth,M& 61 PILOT'S WAY 114'4-0" CRISP WEST BARNSTABLE,MA. A5 APPROVED RECEIVED MAY 13 2015 APR 2 3 2015 Town of Barnstable Old King s Highway Committee GROWTH MANAGEMENT NOTE: L 5/9'DL4.SILL PLATEJ-BOLTS W/3'X 3'X 1/4' PLATE.40'O.C.AT ALL FOUNDATION WALLS UNLESSNOTED OTHERWISE. ------------------------------------------------ -------------------------- 2X&SIDING EXTERIOR WALL: SIDING By DURee -vt&"FLTUIOOID SHEATHING Zb STUDS-16' RM BATT INSULATION &.11 POLY V.B. L't �9TEB_ BEAMDRYWALL ED TAPED BAND® (SUE By ENGINEER) o -------------------------- :sit ------------------- ------------------------------------------ ___j rr-O' rro* 34%0" PRELIMINARY FIR T FLOOR PLAN 'PbVM BARN Scindmark Design CRISP RESIDENCE FIRST FLOOR PLAN :L--, FalmouthMa. 61 PILOT'S WAY WEST 13ARNSTASLE,MA. A ro Y'-A.7 44015 APPROVED RECEIVED MAY 13 2015APR 1 Town of Barnstable Old.Committee e GROWTH MANAGEMENT 34•-0° L 10•-0' 1Y-0° S � h � �l ROOF OF SHED j� •6 I S N iE-RIDGE BEN ih t (SIZE BY ENGNMM g STORAGE, l C g { EE # �E I rt-0° rt-0° 34•-0° :410•-0" SECOND FLOOR PLAN-PROPOSED BARN PRELIMINARY Ra onre: oacwvnw�: n.a�.e.0 ur�..,,m P.a armor Remora roR: ear mom. ear wo. Sandmark Dealgn CRISP RESIDENCE SECOND FLOOR PLAN 61 PILOTS WAY WEST BARNSTABLE,MA. 1'4°I-0 CRISP-- uxmw er: o rE, A.EJ. 4n06 RECEIVED ' • . _ APR 2 3 2Q15 • � ,e�.� � ����s GROWTH MANAGEMENT , • I I ---- ,` APPROVED MAY 13 Z015 Town of Barnstable Old Kings Highway ` E;� / i !' Committee f�� �f / � / / , �, •��1 `� �i ,`moo J PLOT PLAN #67 PILOTS WAY u BARNSTABLE, MASSACHUSETTS .UWUAW 8,1818 904E IN FM J �sE � i� �� P�� �_i I��� i I I I I � I l i� - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' Parcel Application # Health Division Date Issued Conservation Division �L RA)Are_" D Application Fee Planning Dept. Permit Fee 7 �. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address [1 )a A Village ! (1 U� g' Owner l.�n fiS Address G-1 91ka4K sa Telephone 9:3 13 3 Permit Request !IQ Ir �D Square feet: 1 st floor: existing—proposed v 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project.Valuation Construction Type Lot Size 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 ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other 4ab Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Z7 Number of Baths: Full: existing new Half: existing nQ-w n --4 Number of Bedrooms: existing _new i4y Total Room Count (not including baths): existing new First Floor Room Count Y. Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: Ayes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ e size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION ` (BUILDER OR-HOMEOWNER) -�... 2 Name 6 f hone. PL /a/ Tele Number` C� �� Tel N .�, ,Address" �s' CA- License # Home Improvement,Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE+ _ AT to FOR OFFICIAL USE ONLY } APPLICATION# 'DATE ISSUED MAP/PARCEL NO. I t, ADDRESS VILLAGE OWNER Y DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING '1 2 DATE CLOSED OUT ASSOCIATION PLAN NO. t i f Swanson Structural, Inc. Paul W. Swanson,P.E. - > Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy tirhber Fax 508-520-1334 Paullaln�SwansonStructural.com r./«��_t D.ES!G►/ fob. _A-CC_ s s v 2yj vt _.... _ �P_r ,t ..... _.G 1-4° .. ...�.. . .._., £ MwFLS = 2� 6sFx' 2� — 26 g S 2i v P.�tLW ' S4'°AJSON 0 ` 1 E t , x £ 1 x I rr i E �7 ( Y. � �17 ' _. _ � ° ..'�_x +[[--2" ..lay-_,_B?= � 1 �v, „�eb4J�.,:.w.J_° ..�•.39[_.1�,„ , ,,. _. qq ..., E ,,.,,. ..,. ,.••-..-"'---- . e ,,. �.»_.r.��""-�--:' `...,."--�--""�"--�-- �€.1.��..�i �...,..... E .,..� ...�. j ._ 3µ--"�"-�--•..,..� . £ .._. Ems.,.,.. S i r i - f E �. i )• gg .... ,.,.. E � 7 .. X i�. 16 I i E , U5 Drf �105 : AVGvgl�n� d� �Ult_Iollva f ;EDGrrS PF � ®�� i x € 5 a F t € 3 i x Job Name GGE�S D Y ' �yl��`!�✓� Job Number ` 4526 Location 61 PlLor� °S Wiky 6,4a �Si h 6iE: Iv-4 Sheet of^� Client A MC> frLL✓r By lw/ Date �� �2 Main Wind Force Resisting System—Method 1 h<_60 ft. _s Fig g Figure 6-2 Design Wind Pressures Walls & Roofs Enclosed Buildings 51. n. O H O ©. / .c G E ��•3?'a 1 Reference \ _ Comer • O � / r=-��,d��,��' Transverse a V © �� / Reference l7 Comer w Longitudinal k Notes: - P I. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other u, exposures and heights with adjustment factor%. qw 2. The load patterns shown shall be applied to each comer of the building in turn as the reference comer.(See Figure 6-10) 3. For the design of the longitudinal MWFRS use 0=0°,and locate the zone E/F,G/H boundary at the mid-length '!r a ry gthofthebuilding. 4• Load cases 1 and 2 must be checked for 25°<0<_45°. Load case 2 at 25°is provided only for interpolation between 25°to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. - 6. For roof slopes other than those shown,linear interpolation is permitted. � 7• The total horizontal load shall not be less than that determined b assuming Y g Ps=0 in zones B&D. .,_M The zone pressures represent the following: x -;w o Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and extern a])pressures on vertical projection of: h . A- End zone of wall C.- Interior zone of wall r B- End zone of roof D- Interior zone of roof I� Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of E- End zone of windward roof G- Interior zone of windward roof. M F- End zone of leeward roof H- Interior zone of leeward roof tKF I 9° Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for the pressure on the horizontal 6$"' projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. t i 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension _ t or ft(0.9 m). . hr Mean roof hei M,in feet(meters),exce t that eave height shall be used for roof an les<10°. 0.•Angle of plane of roof from horizontal,in degrees. :, Minirmum 41 G Design Loads for Buildings and Other Structures Main Wind Force Resisting System-Method 1 h<_60ft. Figure 6-2(cont'd) Design Wind Pressures W11ll5 ®®fS Enclosed Buildings Simplified Design Wind Pressure , PS30 (psfl (Exposure 8 at h=30 ft. with 1=1.0) (D Zones Basic Wind Roof U Horizontal Pressures Vertical Pressures Overhangs Speed Angle @ F G H EoH GoH (mph) (degrees) _j A B C D E 0 to 5° 1 11.5 -5.9 7.6 -3.5 K-66.4 -7.8 -9.6 -6.1 -19.3 -15.1- u' 10° 1 12.9 5.4 8.6 3.1 -8.4 -9.6 -6.5 -19.3 -15.1 15. 1 14.4 4.8 9.6 2.7 9.0 9.6 6.9 -19.3, 15.1 S5 20' 1 15.9 4.2 10.6 -2.3 -9.6 9.6 -7.3 -19.3 15.1 25° 1 14.4 2.3 10.4 2.4 -8.7 13.6 -7.0 -11.9 -10.1 2 -2.4 -4.7 -0.7 -3.0 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 3.9 4.3 2.8 -4.5 5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 1 14.5 6.0 9.6 3.5 15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 5.4 10.7 3.0 15.4 -10.1 10.7 -7.7 21.6 -16.9 90 20 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 .2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.6 -13.3 -1 1.4 2 -2.7 -5.3 -0.7 -3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4. -26.7 -20.9 10° 1 17.9 7.4 11.9 -4.3 19.1 11.6 13.3 8.9 26.7 20.9 15° 1 -19.9 -6.6.._--13.3.- B =19.1 _-12_4 13.3 9.5 26.7 20.9 1®® 20° 1 22.0 -5.6 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 ]9.9 3.2 14.4 3.3 -8.8 -12.0 6.4 9.7 -16.5 -14.0 f54 - -3.4 -6.6 -0.9 -4.2 - 30 to 4 12.2 14.2 9.8 1:4 -10.8 0.5 -9.3 -6.3 -7.2 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 9.0 14.4 5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° -8.0 16.0 �.6 23.1 15.1 16.0 -11.5 -32.3 25.3 ® 20° -7.0 17.7 -3.9 23.1 -16.0 16.0 12.2 32.3 25.3 25° 1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 -4.1 -7.9 -1.1 -5.1 30 to 46 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 p 0 to 5° 22.8 11.9 15.1 -7.0 -27.4 -15.6 19.1 12.1 38.4 30.1 a 10° 1 25.8 -10.7 17.1 -6.2 27.4 18.8 19.1 12.9 38.4 30.1 9 15° 1 28.7 9.5 19.1 5.4. 27.4 17.9 -19.1 13.7 38.4 30.1 t t ,�20 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 30.1 "r. 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 13.9 -23.7 20.2 g 2 -.8 -9.4 -1.3 -6.0 -- 30 to 45 1 25.7 17.6 20.4 14.0 2.0 15.6 0.7 13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 0 to 5° 1 26.8 -13.9 17.8 8.2 -32.2 -18.3 22.4 14.2 -45.1P33 G 10° 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 15.1 �5.1 c 15° 1 33:7 -11.2 22.4 -6.4 -32.2 -21.0 -22.4 -16.1 -45.120° 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 17.0 -45.113® 25° 1 33.6 5.4 24.8 5.5 14.9 -20.4 -10.8 -16.4 -27.8 _ -5.7 -11.1 -1.5 -7.1 2 - ' 30 to 45 1 30.1 20.6 24.0 16.5 2.3 18.3 0.8 15.7 10.6 12.1 @ . 2 30.1 - 20.6 24.0 16.5 11.6 9.0 10.0 �.4 10.6 12.1 i =0.304h m; 1.0 psf =0.0479 kN/m2 Unit Conversions-1.0 fit 6 tC: ° ASCE 7-02 D 42 House I Floor sheathing Rim Joist Sheathing Ledger ri h'diameter nailed at6'max. K� ( HOG threaded '.• on center to joist I la rod with nuts with holdown rr ? s and was — —Continuousflashing (per code) not shown . Deck �tur r �„ Typical � FTo o.: ° e� � rf — °a °�+ � Deck-to-House .�� �u � � ixr ,l' °� �Mt" Lateral-Load Connection , Floorloist Deck DTT2Z ,., m��« w „r„ (Solid 2x joist or joist {, r affil 2xblocking) ( �/4 >M/ Plan View of Deck-to-House Lateral-Load Connection IN I i i I • Install the DTT2Z to the deck joist or blocking using Simpson Strong-Tie°Strong-Drive®screws (SDS) (included). • For guardrail-post reinforcement,install a'/2 diameter machine bolt or threaded rod through the post and into the seat of the DTT2Z. • For deck-to-house attachment,use 1/2 diameter threaded rod to connect the two DTT2Zs. • A standard cut washer(included)rn ust be installed between the nut and the seat of the DTT2Z for all installations. • Simpson Strong-Tie®Strong-Drive®screws(SDS)install best with a low-speed,high-torque drill with a hex-head driver. • For more information on safe deck building products and,practices see our Deck Framing Connection Guide (F-DECKCODE) or www.strongtie.com. ® MATERIAL: 14 gauge FINISH:ZMAX° coating Minimum Allowable Tension Load' Deflection at fi Model Anchor Wood Member DFtSP SPFIHF a Fasteners Allowable Load ® tdo. Diameter Thickness ) 1® (in.) (1001', (160)? (100) (160)2 (in. ®.' DTT2Z a/o z 8 SDS''/a'x1;z° 1825 1825 1440 1800 0.105 i / 3 2000 2145 1440 1835 1.Load values are valid if the DTT2Z is flush with the end of the framing member or installed away from the end. s 2.Where noted,allowable loads have been increased up to 60% for short load durations with no further increase allowed. 3.Deflection at highest allowable load includes fastener slip,DTT2Z elongation,and bolt/rod elongation (L=6'). - Additional elongation of bolt/rod shall be accounted for by the Designer for bolt/rod lengths greater than 6'. The DTT2Z is also suitable for'use as a holdown in site-built shearwalls. • Meets minimum requirements for many alternate braced wall panels per section R602.10.6.1 of the 2006 IRC (see table R602.10.6, item 1). • Installs quickly onto a single or double 2x post and attaches to a 1/2" diam eter anchor. a •The DTT2Z was tested in accordance with the ICC-ES acceptance criteria for Typical vertical p Installation Holdowns Attached to Wood Members (AC155). q for shearwan ' � 0 ' q Applications INSTALLATION FOR SHEAR�I'ALLS :« =;II • Install DTT2Z to post using the included Simpson Strong-Tiee Strong-Drive®screws (SDS). • A standard cut washer(included)m ust be installed between the nut and the seat. f i Referto the current Wood Construction Connectors catalog for cast-in-place anchorage solutions or for post-installed anchorage solutions see the Anchoring and Fastening Systems for Concrete and Masonry catalog: Simpson Strong-Tie®Strong-Drive®screws-(SDS) install best with a low-speed, high-torque ° drill with a hex-head driver. Thrs fiber is e1/ecbve unlit ' SA�;� and rertecls rrlormatinn avarlable'as al Apnll;7 2009.T This inin,rinatron is updated periodically"ti id s fib aid naf he relied`apan aflec'^^ 14 contact SrmpsoriiStraa Tie forcorrent information.and limited warranfyiorsee,ww.w.strangtie..,eom pp2u10Simpsonstrong,TeComparrylnc, PO.8610785,PIeasanton CA.94588 F DTT2Z09 4109. ezp 641 11 2 111 r The expiration date of this document has been extended until 12/31111EM ME o Deck Tension Tie Increasing reports of deck failures across the country have led to a greater focus on deck safety in the building codes.Two areas of concern are the guardrail-post connection and the lateral deck-to-house connection because they are key to the performance of the deck and the safety of the occupants. Simpson Strong-Tie has a new solution to make both of these deck connections stronger and safer: the DTT2Z deck tension tie. The DTT2Z was designed to satisfy code requirements for guardrail-post connections in wood decks. It also meets new IRC requirements for laterally attaching the deck to the house and m eets provisions of the AF&PA Prescriptive Residential Wood Deck Construction Guide (DCA6). The , DTT2Z is code listed under ICC ESR-2330. Versatile and cost-effective,the new Sim pson Strong-Tie® DTT2Z deck tension tie fastens quickly and easily using Simpson Strong-Tie® Strong-Drive,, screws (SDS), which install with no pre-drilling and are included with each DTT2Z connector: r R GUARDRAIL-POST CONNECT!® � �� �-LOAD CONNECTION • Ties the guardrail post into deck framing • Ties the deck into the house for a • Stronger and safer than nails, lag screws or bolts stronger, safer ledger connection • Meets provisions set in the International Residential ° Helps prevent a common type of deck failure Code® (IRC)for guardrail reinforcement (Table R301.5) ° Meets provisions set by the 2009 International Single post-to-deck connection tested for the Residential Code (IRC) for lateral deck-to-house concentrated load specified in ICC-ES acceptance connections (R502.2.2.3) criteria for Handrails and Guards (AC273) • ZMAX® coating for additional corrosion resistance ° ZMAX® coating for additional corrosion resistance i � 3 j 1 1 a i r I I l to joist layout. a ^ �4 OTT22 8 'i I DTT2Z X. J ( t i ) 2xe(Min( � �t< °,a °02. o ° y 2... 2x8 Min. deck lmsts - ° DTT22 blocking �" o t _ 1 .to blocking - 'layout diameter HOG 'rldiam liter HDG Standard cut washer Standard cut washer machine bolts or re uired between ' machine dolts or required between q threaded rods with threaded rods with nut and seat nut and seat nuts and washers (included) nuts and washers (included) Plan View of Guardrail Typical Installation to Joist' Typical Installation to Blocking` Reinforcement Details• These illustrations address an outward force on the guardrail.An additional DTT2Z can he installed to the lower bolt to resist an inward force.Refer to the technical bulletin T-GRORLPST for other framing conditions. 02010 Simpson Strong-Tie Company Inc. F-DTT2ZO9 4109 ezp.6r1Y Sivanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructural.com rA FOA T I 7... � - S S0�cJ STvGrVP�aLY � ,. �— .. /-{ LA OLEirl G, S £ - $ ! A, - � r'WL1'!. S dAr SON r o SiRU-CLRAL No 5 34 - S/ N c. i r X149 r P/6 ®� AAA � y PAULW. ® � WUC-i URAL :P 53;4 �0.3 / -o k4 ,rc Foss/OfV1�L��' v r- -� TM 1 , _ J L ! I 2�� �.NAALAA OF ; lk o STRUCTURAL =� Mu.35334 ,o CIE J f. i � I 3/� . . r Gi PAUI.'vv. SG S1,'ANSON rt STRUCTURAL ® A No.35 4� ' 6F I _ �j ;, t o® Typical Vertical ` Installation o m for Shearwall . Applications DTT,2 Z Wa r set mi> ROD. I'Ov\ AUL S'tiNANSOfd R� . STRUCTURAL N! No.3 334 ssi NA V P I f e 0-4 4,056 tVigUS RAULW ® g SviANSON Rt � STRUCTURAL ; 10 No.353 44 , FA 7: 1 A t l! r� J 1 �1� Lro 5_4,e I e e i 4 j _ d� I T OFTHE rti Town of Barnstable Department of Health,Safety,and Environmental Services + BARNSTABLE, + MAC Conservation Division 9� 1639. 200 Main Street,Hyannis MA 02601 Office: 508-8624093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number Mailing address Project location Map/Parcel# Project description The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width * Fencing that does not create a barrier to wildlife movement,6" above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes, as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls (this does not include stonewalls for retaining wall purposes, grading and/or fill) Signature ate 2 iZ Reviewed by Date _GIS Plan ttached (fee charged for plan) Q/WPFiles/Form/MinorAct I ■umn• Town Boundary 0 Parcels FY2011 SM f.T 1231 Address Street Numbers --- a Buildings >is, �U I, .^ ,,..7: s .•%! Approximate Locations of SM t! New Buildings from Plot Plans o 77 Decks/Patios 218-001 / C Qa 0 Above Ground Swimming Pools QaIn Ground Swimming Pools Walkways Improved q ` Walkways Unimproved Paths rT zqs. rrs® Stairways Paved Roads Unpaved Roads Paved Driveways Unpaved Driveways Painted Lines Paved Parking Lots I_— Unpaved Parkin Lots P g ,g ^,- m ' Bridges �— Railroad r*a -- -- Fences Guardrails —<",�-- Retaining WallsfTe�00 c Stone Walls ,�.,E;„ .:�;... S,e... g �0 Sports Areas � ,, ; i GolfAreas �irvw Docks/Piers ° a .1P-029-W00� � Boardwalks rx, it � Jetties } �,, Si - •�i a ty.r.S ha ti. �a� b'� Streams s Drainage Ditches ?s ' r' ' "'!�� " ' Marsh Areas i rt t z`� t r � a* C) Water Bodies Spot Elevations(NAVD88) Topo to ft Contours(NAVD88) X Catchbasins Monuments Lamp Posts t� 4 Towers Manholes '� #,g' ��� Utility Poles Satellite Dish �A 00 Fuel Tanks �� . e x �.��`'� Signs " Flagpoles Water Tanks r ` Utility Boxes O Posts • Pilings . ,>; Town of Barnstable Bala Source liwnan-made features, Disclaimer This map is for planning purposes only. It is i inch=4o feet N hydrography,topography,and vegetation were Parcel lines on this map are only graphic not adequate for legal boundary determination Feet Conservation Division interpreted from 2ooB aerial photographs and representations of Assessor's tax parcels.They or regulatory interpretation.This map does not http://www.town.barnstable.m a.us may have been updated from more current are not true property boundaries and do not represent an on-the-ground survey. O 10 20 40 6o 8o W 200 Main Street,Hyannis,MA 02601 sources. Parcel lines were digitized from represent accurate relationships to physical Enlargements beyond a scale of i"=too'may • h ,kill al!, Mars salt t ,4i!, — a M!, 41 g 81' (COMPUTATION LINE) u� " ail, Np o N— E � o ASBUILT o FOUNDATION "f cD ra `D all, 00 260.4' r LJ 53.1' al!, o a �N z — m al!, w = 0 00 LA Ui ail, ail, O L m O 06 0 0 -- m Lr ,kill so PC 0 I!, dill m / N — I z ,0 S al!, M f,`a k _ dill DH FND i L=126.91' 20' ACCESS ai"' EASEMEN io — 290.19' N Scale: 1 100' _ = MASS. BAY TRANSPORT AUTHORITY 0 50 100 150 200 250 FEET CERTIFIED PLOT PLAN DICE #01 -008 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 67 PILOT'S WAY rf-n S,J re SCALE 1 " = 100' DATE : 1 1 -21 -2005 PREPARED FOR: REFERENCE : MAP 217 PARCEL 24 THOMAS REILLY DEED BOOK 8260 PAGE 172 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. tN OF bf Ss. off 508-362-4541 O` ARNE �G fox 508 362-98BO down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS _ ————— — F DATE RE EYOR — 939 main st. yarmouth, ma �DRU� AsBuilt Page 1 of 1 LOCATION , SEWAGE# j v7_� VILLAGE. V�4 MS1�k�_�c' ASSESSOR'S MAP& LOT ` 24 INSTALLER'S NAME&PHONE NO: Ep+4. ytn C 505 3(.Y 6421 SEPTIC TANK CAPACI'['X 0*%n LEACHING FACIL=: (type) i J00 6%1 "yk*J ers'(size).. Cl Y TL i NO.OF BEDROOMS ^� BUILDER OR OWAR c i PERMIT DATE: CIPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 fetLaf leaching facility) Feet Furnished by I P 4 a % AID i op . r r http://issgl2/intranet/propdata/prebuilt.aspx?mappar=217024B00&seq=1 5/16/2012 The Commonwealth of Massachusetts. Department of Industrial Accidents Office of Investigations ` Ij 600 Washington Street Boston MA 02111 4t www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Na�(Busiganization/Individual): IF, Address:—e�'2 zllo�r 1 City/Statef�p:�4S —-/ . /,H_-,4X 1, Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors. 2.❑ I am a sole proprietor or partner- listed on the attached sheet. # ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its �- uired.] officers have exercised their ]0.❑ Electrical repairs or additions ,.3: I am a homeowner doing all work right of exemption per MGL 1 I.[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and.we have no 12.0 Roof repairs insurance required:] t. employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box ill must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce y u er the p ' s nalties of perjury that the information provided above is true and correct. i nature:' �Qit_e- /e5' ED�1OZ Phone.#:-P Z-19,3 /-3-31-- Official use only. Do not write in this area, to be completed by city or town official, City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: • I�t. Information and Instructions Massachusetts General Laws chapter 152 requires all.employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an in partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership;association or other legal entity,employing employees. However the owner of a dwelling house having not more,than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." k MGL chapter 152,1§25C(6)also states that"every state.or local licensing'agency shall withhold 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, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 requested, not the Department of Industrial Accidents. Should you have.any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete 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 permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job.Site Address"the applicant should write"all locations,in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that avalid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.'a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your 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 Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-8.77-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia Town of Barnstable Ree-ulatory Services Thomas F. Geiler, Director t iAxrrsrest.e, �P M q- a Building Division rIto Tom Perry, Building Commissioner 200 Ma iu Street, Hyannis, NIA 02601 vt y.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOKEOWNER LICENSE EXEMPTION Please Print DATE� zoi 1 / JOB LOCA'I70N:., ly. /' _5 / '& nu cr s t village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: ._�.. .5f-te06.� Ile A city/town state zip coda 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. DEk"INMON OF HOMEOWNER Persons)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 constrticts more than one home in a two-year period shall not be considered a homeowner. Such "hamowne er"shall submit to the Building Official on a form acceptable to the Building Official, that be/she shall be resions'ble for all such work performed under the building permit. (Section 109.L 1) _p Tile undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicablo 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/sbe will comply with said procedures and r cots. gnaturc of i!#h*vncr 57 _ 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 I27.0 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 sccbon,(Seetitin 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such wofk,that such Homeowner shall act as supervisor." )Jany homeowners who use this excmption are unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, Ru)cs&Regulation;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 we,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homaowncr acting as Supervisor is ultimately responstble. To ensure that the homwwncr is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the bOmeoNmcr 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 forrn/cer6fication for use in your community. 1 , s► rti Town of Barnstable' Regulatory Services y $ Thomas F. Geiler,Director Building Division Tom Perry,-13 uilding Commissioner 200 Main Street, Hyannis, MA.02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property CIVner Mi-ist Complete and Sign This Section If Using A wilder as Owner of the subject.property . hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of job) Signature of Owner Date Print Name Tf Pro e Owner is applying arty app yrng forpermrt please complete: the Homeowners License Exemption Form on the reverse side. z _ _ SUPERIOR COURT BARNSTABLE SS COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,ss. SUFERIORCOURT C.A.NO.02-710 10---15-2004 a 1.0 2 17a GORDON STARR and SHERRI GREENF-STARR, ) Plaintiffs ) ) V. } WILLIAM H.LEWIS,JU. and THOMAS R',EILLY ) and GAIL NIGHTINGALE,THOM ASS A.DEREIMER,) .TERRY GMMORE,DANWL M. CREEDON AND ) RON S:JA1vSSON,in their capacity as Members of the ) Town of Barnstable Zoning Board of Appeals, ) Defendants ) AGREI 2 FOR JUD 4MMUL \� Now come the parties in the above-captioned matter,acting by and through their oa r-- respective counsels of record,and hereby stipulate and agree that judgmentshall enter as follows: �^ 1. The Plaintiffs agree,upon execution and filing of this Judgment,that their appeal of the variance (Appeal No.2002-14,dated October 23, 2003)a copy of which is attached to the Complaint as Exhibit A, shall be deemed dismissed,with prejudice. .� 2. The Defendants, William H.Lewis,M. and Thomas ZL Reilly(hereinafter"Lewis and Reilly"),hereby agree as follows: a a. The property which is the subject of the variance, (which property is showia on Town of Bamstable Assessoz's Map 217 as parcel 24) (the "Premises")and the adjoining property,currently owned by Shelter Realty Trust,(wbuich property is shown on Town of Barnstable Assessor's blap 217 as Parcel 30 and Town of Barnstable,Assessor's Map 237 as Parcel 4) (the"Bayside Funding Lot")shall be used together for single family residential purposes as hereinafter set forth. b. The Premises shall be-used for the location of not more than one single- family home and accessory structures as may be permitted from time to time under the Barnstable Zoning Ordinance,including without limitation, a barn,and a paddock area for horses owned by the owners of the premises. C. Any single family home to be constructed on the Premises shall be set back from the edge of the salt marsh at least the distance(120 feet)of the approved b the approved single family home as shown on theplan pp y 1� � y conservation Commission in file number SE3-3837. Lewisand Reilly agree ee to improve Pilofs Way from Route 6.A.to the d p Y access easement to the premises to a width of at least 14 feet,with,bard packed Bluestone with drainage to run down off of the access easement. e. Lewis and Reilly agree to cause the Bayside-Funding Lot to be restricted by the grant of a Conservation Easement or Restriction,which Easement or Restriction shall provide that no building or structures shall be located anywhere on the Bayside Funding Lot,other than fences and other than accessory structure(s)to the single-family home on the Premises,which accessory structure(s)may only be constructed in the area shown on the v "�' ' �� i 1 �� --_-___ i 1 Sketch plan attached hereto as Exhibit A, excluding however accessory dwelling buildings or structures. £ Lewis and Reilly agree that any lighting placed on the premises or the Bayside Funding Lot shall be`directed away.from the_Starr's pro�erty and onto the premises and the Bayside Funding lot 3. All parties agree that this judgement shall be recorded in the Barnstable County Registry of Deeds and recorded in the chain of title to the Premises and the Bayside Funding Lot and shall touch and concern the title of these parcels and run with the land for the benefit of the plaintiffs'property located at 85 Pilots Way which is shown on Barnstable Assessor's Map 237 as Parcel 65. 4.. All parties agree to waive any rights of appeal they may have to the entry of this Judgment. Respectfully submitted, Respectfully submitted, Plaintiffs, Defendants,William H.Lewis,ill. and Thomas Reilly, 7ROjerktF. it attorne , By their attorney, Mills,Esq. Micbael D.Ford,Esq. Wyian&Wynn P.O.Box 665,72 Main Street 300 Barnstable Road West Harwich,MA 02671 Hy�s,MA 02601 (508j430-1900 13B0#174440 (508)775-3665 BBO#542732 Respectfully submitted, Defendant,'Town of Barnstable By its attorney, pP • f iti a, �Cuthj.W �6 ��� y Town Flail 7 Main Street MA 02601 (SoB)862-4620 BB O#519285 tea: 2004 July 20, EXHIBIT A wsgsSawl4 i1AP It'f ••LOW pAllP�w P►RCLl6 p2ABOa A ONYA10 ry..►->a ~ ' owdR or RCCORu! ULLIAV H 1CN14 N V VH D RLCL tA'21 BARNSIARI t,LtA.6291118 PI%IILO O(LD e009 4m4 VAM I)T Q • PLAN BOOK I59 OACC •1 CAPE CpD OuS SURVC4 CO%nILS A6M Iflt PROHSIOeS SCI �.if LHII't rORYV IN 250 CV9 6.01 AS WABWICD Of OIC co: et BO►AO OF RLt2STASMON Or PMES90WAL CI1 MAS t01JN0:BT � fltOA - 4 ISO' .3�•'•' AND lANO Su0.tCY0A5 �•� MCA - to 9• ' •txW 2 ACRC A'CSOVPOC • JVIOtCCflOM O.L9LAT DISUICI Cut 6 -7— x� g•IPACKS: MoNr-t0' set ID' IV r00 104M •D' a-r RARNSIABL[ LOCUS MAP SGAIC t"= 00 1000' L� OOWUUIIY PAWL IWI 0011 O Ci r JJLC 2,1"1 ARiHUR t.t1ARK Lt K. ! S 5y9S'S�•' S OC[0 BOCK YOM PAGE t2 at6.61'(GOtatlll R LIIC� ...^ • 9 •_�. �1 N 6D�1'JO'w • r� .� , ~~ �~ {CC4PUTAnON GAL le�, •'0`a'i4'RO7L IDOf✓"'�' 67810+�Nr I Cm COct or vlLh .r.3r"' �� .�+ ;e.L A s. `'�' m 9 VA091. C0� r0 a I •4 � A / i, \�i� [ 8 Goa � _ ■ RAY9t+<lLIA01V0 RIC. USS[51MC•ARD I `(y1P1 A TO U P?:S LC JJ g D.6.MIL 16 P.59 OECD ew.4DRd PO.260 5 6e'lt'2A'w Kaw By_rufG.55 i Ig° Area f o r L i I 6"YB.a:' ii'w` location of ( Nil yAR(¢5 t ft7 accessory •\ @il DCfD ROOT Gem PACE 69 b u S t r u c t u r e S 5�1110`C j \ " `� IpA PLAN 600E lab►ACE 30 ,• C ill ( ` �/♦�\�. '\/�`�zC,0 N 5 E�� L ST V�j .S�L I SS Y��• 40 (�I 1I qFi �4. .I � L•63C•23' � u w two 0 Yoe 1100 L.126 9 ' w• 1 1 R I m" C •saHc r t ram•.R�CC54_ T S v ASINiAL� �'SY,11rCAP T..SO.tC I t703TIuC f C= YRO ���%. �EC?Mc 1I LM[#31 s e/70.70•t (te aCSLR.�sS L i �C= C`r 65'KqC `i� N .6f L ASPHALf d R.R6LJY TRdNSIf.(lJTf/ORIp•YgID.S' fLO�MJLp,q .-.- IV NIOWN0 STA..1906t 06.2 �LLL 366.7i -�-�T., L•�.._�_ t0.0O 'J•� 2O'R.O.w, D•R.e67,.2A2 \\_ � p,L('&'� j is woL Will; MIU•. ' 11 Y r. P OwtmHD UI'Airr LAXVCNI Q 36.7D' L` (.rvKL DL C8( r• \ j ` J �.°+I^,' C Il s � i � � .t , _ _ t i � - - s .. - ,. _ r .. .. � .. v � � L � .. .� ...� ... s u ' i r . i.- - _ . - , �s i r ., r' 6 z .. .. � 1 ~�. _ V� t i .� '� r i ,.. f a"— saltMarsh 04, (COMPUTATION LINE)418-81' o ASBUILT o FOUNDATION (.0 C-� Ln 00 00 260.4' 6-- 53.1' > 10 ;--,;o Ln z M Lo p 00 L4 v! co 0 All, 0 00 CN 0 -u M ;0 r- LO ---i 0 to . .... rri 0 r- 0 rn DH FND L=126.91' 20' ACCESS EASEMEN 10 290.19, Scale: 1 MASS. BAY 100' MI, TRANSPORT MMMME::� AUTHORITY 0 50 100 150 200 250 FEET CERTIFIED PLOT PLAN DCE' #01 -008 PREPARED EXCLUSIVELY FOR THE,PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION C-76--7-P-1LOT---S--1KAY--R�"&4�7)--/e7= SCALE : 1 100' DATE : 11 -21 -2005 PREPARED FOR: REFERENCE MAP 217 PARCEL 24 THOMAS REILLY DEED BOOK 8260 PAGE 172 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. \A OF A4gS' off 508-362-4541 ARNE bG fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS A DATE RE EYOR 939 main st. yarmouth, ma fL'.1111L I "All 7.`�'n �FTHET T. /'lti"14 C L_Ei11\ e Y ^ o OCT 2 3 r"11 3: 5 0 Town of Barnstable Zoning Board.of Appeals Decision and Notice Lewis/Reilly Appeal 2002—114—Variance Section 3-1.4(5)) Bulk Regulations,Minimum Lot Frontage Summary: Granted with Conditions Petitioner: William H.Lewis,11I,and Thomas Reilly Property Address: 67 Pilots Way,Barnstable MA Assessor's l"lap,'Parcel: Map 217,Parcel 024 Zoning: Residential F Zonina District Background & Relief Requested: The property at issue is a vacant 5.03-acre parcel located in both West Barnstable and Barnstable Village, ` north of the railroad tracks and bordering on the Great Marshes. The property has no frontage on a designated road and the access to the property is from Route 6A via a designated 40-foot right-of-way- Pilots Way - an undeveloped dirt roadway for a distance of some 540 feet. Then along a 20 foot wide easement for some 1,200 feet through Parcel 55, a 3.43-acre lot owned by Charles F. Crocker and Catherine Crocker to the Penn Central Railroad tracks and over the right of way to the lot. In Appeal 114, the petitioners have requested a Variance to Section 3-1.4(5) Bulk Regulations, Minimum Lot Frontage to allow for the constriction of a single-family dwelling on a lot that does not have frontage. According to the Assessor's records, the lot Lit issue transferred to William H. Lewis III on October 15, 1992, from Marjorie Handy, Mr. Lewis's mother. The Assessor's record indicates that the land has a total appraised land value of$46,500. Its total Assessed Value is $l?,300. The lot is noted on the record as being "Non Buildable". Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 04, 2002. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 09, 2002, at which time the Board found to grant the variance with conditions. Board members.deciding this appeal were Gail Nightingale, Thomas A. DeRiemer,Jeremy Gilmore, Ron S.Jansson and Chairman, Daniel M. Creedon. Attorney Michael D. Ford represented the applicants who were also present during the hearing. He submitted a handout to the Board that included: ® Proposed Findings of Fact for the granting of the Variance • Copies of an Order of Conditions issued form The Town of Barnstable Conservation Commission for the development of the lot. A copy of a proposed License Agreement between the applicant and the Executive Office of Transportation and Construction (EOTC) for the private grade crossing of the railroad, A copy of an October 03, 2002, letter from Siobhan N. Perenick, EOCD Manager of Rail to Mr. William H. Lewis III citing that the license agreement -would be signed upon receipt of additional information, and. • A copy of an October 05, 1956, letter to Mrs. C. F. Crocker, a former owners of the property, from the Chief Engineer for the New Fork, New Haven and Hartford Railroad Company noting that it has been determined that rights exist for crossing of the railroad. Mr. Ford explained that the lot was bifted to Mr. William Lewis from his mother, Marjorie Handy in 1992, and that Mr. Lewis now had a Purchase and Sales Agreement for the lot with Mr. Thomas Reilly who desired to purchase the lot for development of a single-family dwelling. Mr. Ford stated that access Ito the Iot has existed for some 150 years and that legal access over the railroad tracks had questioned and verified in 1956 that they did indeed exist as documented in the October 05, 1956 letter. Mr. Ford noted that the applicants have negotiated a License Agreement with the Executive Office of Transportation and Construction (EOTC) for the private, at grade crossing of the railroad. He noted that agreement provides that an insurance policy must be maintained by the property owner to cross over the tracks and maintenance of the crossing. He remarked that the existing crossing is sufficient for passage by emergency vehicles and is signed. It was stated that development of the entire 5-acre site would be for one, single-family dwelling and permitted access structures as provided for in the RF Zoning District He stated that there is 4 acres of uplands to the lot, the Barnstable Conservation Commission had issued an Order of Conditions for the development of the home and that the development would meet all requirements of zoning except for the 150-foot frontage. . Mr. Ford presented the variance conditions citing that the layout and shape of the parcel as being a factor of the location of the railroad and the Great Marshes. It is one of the few lots that have access rights over the railroad and over an ancient dirt cart way. Not to allow continued use of the access way that has been in existence for over 150 years would deprive the applicant of use of the property. To permit the development of the 5 acre lot for one single-family dwelling would not be detriment to the public good nor derogate from the purpose and intent of the zoning ordinance if the variance were to be granted in that the Order of Conditions evidences that a single-family home can be constructed in accordance with . applicable environmental and.health statutes and that the agreement with the EOTC evidences that access to the site will be safe and convenient. Mr. Ford submitted a copy of a 1955 Easement Plan showing a designated easement from Pilots Way to the railroad crossing through the Crocker lot. The plan was recorded in Plan Book 406,page 29. The Board questioned what rights were granted in that easement and Mr. Ford recited the easement language from the property deed. It was noted that the easement gave rights of passage as well as for installation of Utilities. Public testimony was requested. Mr. Gordon M. Starr, 85 Pilots Way noted that a designated subdivision exists along Pilots Way. However, only two lots are developed because the way remains undeveloped. ',' He stated that Pilots Way is a private was, not and access way. He cited that in 1992 when Mr. Lewis was gifted the lot he knew that no legal frontage existed. Ms. Ann Gordon stated that there are environmental concerns for development on the lot. A Mr. Roy Dryer spoke on behalf of Catherine and Charles Crocker, owners of the property through which the.easement exists. He questioned the precedent setting nature of this appeal if the Board were to grant the variance. He notedt hat numerous lots are only accessed by easements and that they are unbuildable because of that. Letters submitted in opposition included an October 07, 2002, letter from Barnstable Land Trust and an October 03, 2002, letter from Helen and Martin Wirtanen and Mark S. Wirtanen. The Board discussed the issue before them noting the applicanvias_offered`to restrict the entire 5 acre lot to the development of only one single-family dwelling and that no other access for development proposes would be granted from the easement or from the applicant's property. Findings of Fact: At the hearing of October 09, 2002, the Board made the following findings of fact: 1) The property is located at 67 Pilot's Way, in the village of Barnstable and is owned by William H. Lewis. The petitioners are William Lewis and Thomas Reilly. 2) Mr. Lewis obtained title to the property by virtue of a conveyance from his mother, Mrs. Handy, who had purchased the lot from her brother Mr. Crocker. ?) The property has been in the Crocker family since at least 1850. 4) On October 5, 1956, the then New York, New Haven and Hartford Railroad Company, in a letter to the owner Mr. C.F. Crocker, informed him that its counsel determined that the private crossing of the railroad was valid. 5) The current owner, Mr. William Lewis is in the process of executing a License Agreement with the current owner of the railroad right of way, the Massachusetts Executive Office of Transportation and Construction (EOTC). Validating the crossing for the construction of a single-family dwelling, 6) The property is shown on Barnstable Assessor's Map 217 as Parcel 024. 7) Locus consists of approximately 5.03 acres and is currently vacant. 8) The Petitioner proposes to construct one single-family dwelling. 9) Locus is located in an RF Zoning District. 10) The Petitioner seeks a Variance from Section 3-1.4 and Mass. General Laws Chapter 40A, Section 10. 11) The Petitioner has received from.the Conservation Commission by way of an Order of Conditions dated July 2, 2001, authorizing them to proceed with the construction of a single-family dwelling on the locus. 12) The shape of the parcel is determined in part by the layout of the railroad. The access to the parcel is over an ancient dirt cart way, which is passable, and which includes an existing railroad crossing in. 3 the location of the can way, which existed prior to the construction of the railroad. This shape and access of the private crossing is unique to this lot in that it was a lot prior to the construction of the railroad, which is accessible from Pilot's Way and Routp < " Old King's Highway, and continued to be so after the constriction of the railroad ' which could qualify for frontage. b 13) A literal enforcement ref-' creates a financial hardship in that this property, whip i upon as a potential building site, would be deemed tt `.ly home or accessory structures. 14) There will be no der. r purpose and intent of the Ordinance if the vari', vidences that a single-family home can be construe and health statutes, and the agreement with the EC �\1 uid convenient. Further, the applicant agrees that the and that there is more than adequate area to meet th ooice for a single-family dwelling. Q The vote was as follows: AYE: Gail Nightingale, Thor. M. Creedon NAY: Ron S.Jansson Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance to the lot frontage requirement with the following conditions: 1) Development of the 5-acre lot shall be limited to only one (1) single-family dwelling and its accessory strucriires. The configuration of the lot shall remain as it is today and shall not be divided. 2) The access easement, railroad crossing and way shall be improved and maintained for proper access by the applicant and all future owners of the property. Improvements shall include Pilots Way. 3) Access to the site shall be improved to the requirements of the Barnstable Fire Department as expressed in the May 02, 2001, letter to the Planning Board, a copy of which has been submitted to the file. Those requirements area 4) The right of way easement shall remain at lease 12 feet in width cleared with on overhanging branches. The surface shall be a hard packed surface and maintained to facilitate movement of large apparatus. 5) The entrance at Pilots Way shall be cleared to a full 30 feet width to provide adequate turning room for fire apparatus and ambulances. 6) The crossing over the railroad track shall be a minimum width of 12 feet of pavement or other product designed for railroad crossings. 7) The pavement in the proposed tee turn-round shall be increased from 10 feet to 1Tfeet. 4 S) The License Agreement-with the.lvlassachusetts Executive Office of Transportation and Construction (EOTC), for the crossing for the railroad shall be executed and a copy delivered to the Zoning Board of Appeals files. 9) This decision shall be recorded at the Barnstable Registry of Deeds and referenced to the title of the property. 10) The License Agreement and recording of this decision shall be executed prior to the issuance of a building permit and all other improvements shall be completed prior to the issuance of an occupancy permit for the dwelling. The vote was as follows: AYE: Gail Nightingale, Thomas A. DeRiemer,Jeremy Gilmore, Daniel M. Creedon NAY: Ron S.Jansson Mr.Jansson explained that he was compelled to vote in the negative because an easement does not constitute frontage for access and it was never the intention of the Zoning Ordinance to permit easements to be used as access for development. No variance conditions exist to justify the granting of the relief. There are many lots across the Town that have only easement access for owner's enjoyment without development for single-family use. This land was used for hunting and has gunning shacks located along the edge of the Great-llarshs. Land like this was envisioned in the Comprehensive Plan as remaining open space and were never intended to be developed especially by variance from this board. The non- buildable statues placed on it for assessing purposes is evidence of that fact. Ordered: Variance 2002-11! for frontage has ��� � � ��� " ' ust be recorded at the Registry of Deeds for it to be in eft- i'1,.i3---�- 'I be exercised in one year. Appeals of this decision, if any, sh; `Pon 17, within twenty (20) days after the date of the filint i� in the office of the . Town Clerk. Daniel l-l. Creedon, Chairman 1 j i A-f-PU1 E CC)PY ATTEST .���'Nam;-'`�i/•-` .. i .. _ Tcvni Clerk. E�1T "An t= _. `gyp THE Tp� I T UY0 r VLEi I, BARN K LE. { I S ILAWISTABM 9�ATMAS& 2639. 1M? O1CT 2 3 PM 3: 5 0 Town of Barnstable Zoning Board of Appeals Decision and Notice Lewis/Reilly Appeal 2002—114—Variance Section 3-1.4(5)Bulk Regulations,Minimum Lot Frontage Summary: Granted with Conditions Petitioner: William H.Lewis,III,and Thomas Reilly Property Address: 67 Pilots Way,Barnstable MA Assessor's Nlap/Parcel: Map 217,Parcel 024 Zoning: Residential F Zonino District Background & Relief Requested: The property at issue is a vacant 5.03-acre parcel located in both West Barnstable and Barnstable Village, north of the railroad tracks and bordering on the Great Marshes. The property has no frontage on a designated road and the access to the property is from Route 6A via a designated 40-foot right-of-way- Pilots Way - an undeveloped dirt roadway for a distance of some 540 feet. Then along a 20 foot wide easement for some 1,200 feet through Parcel 55, a 3.43-acre lot owned by Charles F. Crocker and Catherine Crocker to the Penn Central Railroad tracks and over the right of way to the lot. In Appeal 114, the petitioners have requested a Variance to Section 3-1.4(5) Bulk Regulations, Minimum Lot Frontage to allow for the constriction of a single-family dwelling on a lot that does not have frontage. . According to the Assessor's records,the lot at issue transferred to William H. Lewis III on October 15, 1992, from Marjorie Handy, Mr. Lewis's mother. The Assessors record indicates that the land has a total appraised land value of$46,500. Its total-Assessed Value is $12,300. The lot is noted on the record as being "Non Buildable". Procedural & Hearing Summary-: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 04, 2002. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 09, 2002, at which time the Board found to grant the variance with conditions. Board members.deciding this appeal ,were Gail Nightingale, Thomas A. DeRiemer,Jeremy Gilmore, Ron S.Jansson and Chairman, Daniel M. Creedon. Attorney Michael D. Ford represented the applicants who were also present during the hearing. He submitted a handout to the Board that included: 0 Proposed Findings of Fact for the granting of the Variance • Copies of an Order of Conditions issued form The Town of Barnstable Conservation Commission for the development of the lot. • A copy of a proposed License Agreement between the applicant and the Executive Office of Transportation and Construction (EOTC) for the private grade crossing of the railroad, A copy of an October 03, 2002, letter from Sioblian N. Perenick, EOCD Manager of Rail to Mr. William H. Lewis III citing that the license agreement would be signed upon receipt of additional information, and. • A copy of an October 05, 1956, letter to Mrs. C. F. Crocker, a former owners of the property, from the Chief Engineer for the New York, New Haven and Hartford Railroad Company noting that it has been determined that rights exist for crossing of the railroad. Mr. Ford explained that the lot was gifted to Mr. William Lewis from his mother, Marjorie Hardy in 1992, and that Mr. Lewis now had a Purchase and Sales Agreement for the lot with Mr. Thomas Reilly who desired to purchase the lot for development of a single-family dwelling. Mr. Ford stated that access e Iot i L—to th has ex sted for some 150 years and that legal access over the railroad tracks had questioned and verified in 1956 that they did indeed exist as documented in the October 05, 1956 letter. Mr. Ford noted that the applicants have negotiated a License Agreement with the Executive Office of Transportation and Construction (EOTC) for the private, at grade crossing of the railroad. He noted that agreement provides that an insurance policy must be maintained by the property owner to cross over the tracks and maintenance of the crossing. He remarked that the existing crossing is sufficient for passage by emergency vehicles and is signed. It was stated that development of the entire 5-acre site would be for one, single-family dwelling and permitted access structures as provided for in the RF Zoning District.-' He stated that there is 4 acres of uplands to the lot,the Barnstable Conservation Commission had issued an Order of Conditions for the development of the home and that the development would .meet all requirements of zoning except for the 150-foot frontage. Mr. Ford presented the variance conditions citing that the layout and shape of the parcel as being a factor of the location of the railroad and the Great Marshes. It is one of the few lots that have access rights over the railroad and over an ancient dirt cart way. Not to allow continued use of the access way that has been in existence for over 150 years would deprive the applicant of use of the property. To permit the development of the 5 acre lot for one single-family dwelling would not be detriment to the public good nor derogate from the purpose and intent of the zoning ordinance if the variance were to be granted in that the Order of Conditions evidences that a single-family home can be constructed in accordance with applicable environmental and health statutes and that the agreement with the EOTC evidences that access to the site will be safe and convenient. Mr. Ford submitted a copy of a 1935 Easement Plain showing a designated easement from Pilots Way to the railroad crossing through the Crocker lot. The plan was recorded in Plan Book 406,page 29. The Board questioned what rights were granted in that easement and Mr. Ford recited the easement language from the property deed. It was noted that the easement gave rights of passage as well as for installation of Utilities. Public testimony was requested. Mr. Gordon M. Starr, 85 Pilots Way'noted that a designated subdivision exists along Pilots Way. However, only two lots are developed because the way remains undeveloped. He stated that Pilots Way is a private was, not and access way. He cited that in 1992 when Mr. Lewis was 2 r FRI 1 gifted the lot he knew that no legal frontage existed. Ms. Ann Gordon stated that there are environmental concerns for develop ment on the lot. A Mr. Roy Dryer spoke on behalf of Catherine and Charles Crocker, owners of the property through h which the ea p p y troe g Bement exists. He questioned the precedent setting nature of this appeal if the Board were to grant the variance. He noted that numerous lots are only accessed by easements and that they are unbuildable because of that. Letters submitted in opposition included an October 07, 2002, letter from Barnstable Land Trust and an October 03, 2002, letter from Helen and Martin Wirtanen and Mark S. Wirtanen. The Board discussed the issue before them noting the applicanv$as offered restrict the entire 5 acre lot 1 ,. to the development of only one single-family dwelling and that no other access for development proposes r would be granted from the easement or from the applicant's property. Findings of Fact: 1 f At the hearing of October 09, 2002, the Board made the following findings of fact: 1) The property is located at 67 Pilot's Way, in the village of Barnstable and is owned by William H. Lewis. The petitioners are William Lewis and Thomas Reilly. 2) Mr. Lewis obtained title to the property by virtue of a conveyance from his mother,Mrs. Handy, who had purchased the lot from her brother Mr. Crocker. 3) The property has been in the Crocker family since at least 1850. 4) On October 5, 1956, the then New York, New Haven and Hartford Railroad Company, in a letter to the owner Mr. C.F. Crocker, informed him that its counsel determined that the private crossing of the railroad R,as valid. 5) The current owner, Mr. William Lewis is in the process of executing a License Agreement with the current owner of the railroad right of way, the Massachusetts Executive Office of Transportation and Construction (EOTC). Validating the crossing for the construction of a single-family dwelling. 6) The property is shown on Barnstable Assessor's Map 217 as Parcel 024. 7) Locus consists of approximately 5.03 acres and is currently vacant. 8) The Petitioner proposes to construct one single-family dwelling. 9) Locus is located in an RF Zoning District. 10) The Petitioner seeks a Variance from Section 3-1.4:and Mass. General Laws Chapter 40A, Section 10. 11) The Petitioner has received from the Conservation Commission by way of an Order of Conditions dated July 2, 2001, authorizing them to proceed with the construction of a single-family dwelling on the locus. 12) The.shape of the parcel is determined in part by the layout of the railroad. The access to the parcel is over an ancient dirt cart way,.which is passable, and which includes an existing railroad crossing in. 3 I Z � b -_ 1 the location of the cart way, which existed prior to the construction of the railroad. This shape and access of the private crossing is unique to this lot in that it was a lot prior to the construction of the railroad, which is accessible from Pilot's Way and Route 6A,the Old King's Highway, and continued to be so after the construction of the railroad, but without access which could qualify for frontage. 13) A literal enforcement of the frontage provisions of the Ordinance creates a financial hardship in that this property, which has been in the family for 200 years, and relied upon as a potential building site, would be deemed to be unbuildable for construction of a single-family home or accessory structures. 14) There will be no detriment to the public good or derogation from the purpose and intent of the Ordinance if the variance is granted in that the Order of Conditions evidences that a single-family home can be constructed in accordance with applicable environmental and health statutes, and the agreement with the EOTC evidences that access to the site will be safe and convenient.Further,the applicant agrees that there would be no further division of this property and that there is more than adequate area to meet the minimum requirements of the Zoning Ordinance for a single-family dwelling. The vote was as follows: AYE: Gail Nightingale, Thomas A. DeRiemer,Jeremy Gilmore, Daniel M. Creedon NAY: Ron S.Jansson Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance to the lot frontage requirement with the following conditions: f1) Development of the 5-acre lot shall be limited to only one (1) single-family dwelling and its accessory structures. The configuration of the lot shall remain as it is today and shall not be divided. f)�The access easement, railroad crossing and way shall be improved and maintained for proper access by the applicant and all future owners of the property. Improvements shall include Pilots Way. 3) Access to the site shall be improved to the requirements of the Barnstable Fire Department as expressed in the May 02, 2001, letter to the Planning Board, a copy of which has been submitted to the file. Those requirements area 4), The right of way easement shall remain at lease 12 feet in width cleared with on overhanging branches. The surface shall be a hard packed surface and maintained to facilitate movement of large apparatus. !� The entrance at Pilots Way shall be cleared�to a�rfull 30`feet width to provide adequate turning room y � � P q b for fire apparatus and ambulances. 6)( The crossing over the railroad track shall be a minimumidth of 12 feet of pavement or other product designed for railroad crossings. {�7 ` The pavement in the proposed tee turn-round shall be increasedffrorrri eet to 12 feet. P P P 4 S) The License Agreement—with the Massachusetts Executive Office of Transportation and Construction (EOTC), for the crossing for the railroad shall be executed and a copy delivered to the Zoning Board of Appeals files. 9) This decision shall be recorded at the Barnstable Registry of Deeds and referenced to the title of the property. 1) The License Agreement and recording of this decision shall be executed prior to the issuance of a building permit and all other improvements shall_b.e_co.mpleted pr-ior_to-the_issuan ce of..an_ occupancy permit for the dwelling. The vote was as follows: AYE: Gail Nightingale, Thomas A.DeR-iemer,Jeremy Gilmore, Daniel M. Creedon NAY: Ron S.Jansson Mr.Jansson explained that he was compelled to vote in the negative because an easement does not constitute frontage for access and it was never the intention of the Zoning Ordinance to permit easements to be used as access for development. No variance conditions exist to justify the granting of the relief. There are many lots across the Town that have only easement access for owner's enjoyment without development for single-family use. This land was used for hunting and has gunning shacks located along the edge of the Great Marshs. Land like this was envisioned in the Comprehensive Plan as remaining open space and were never intended to be developed especially by variance from this board. The non- buildable statues placed on it for assessing purposes is evidence of that fact. Ordered: Variance 2GG2-11! for frontage has been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the . Town Clerk. Daniel 314. Creedon, Chairman Date Signed P A TRUE COPY ATTEST 6 Tmr4n Clerk. f Page 1 of 2 Roma, Paul From: awdoyle@comcast.net Sent: Wednesday, July 15, 2009 12:40 PM To: Roma, Paul Cc: Adam Doyle Subject: 67 Pilots Way Barnstable Permit#88527 Issued 11/21/05 Dear Mr. Roma: The Community Bank with it's corporate headquarters located at 1265 Belmont Street, Brockton Massachusetts has obtianed ownership by means of a foreclosure deed of the property known as: Parcel Id 217 024 B00 67 Pilots Way Barnstable, MA GEOBASE ID 13396 The original building permit# 88527 issued 11/21/2005 was not posted at the property and has not been made available to the Community Bank and/or it's representatives. The women in your office have been more than accomidating and have gone above and beyond their duties in assiting with the file review of this property and readily answered our questions. After careful review it appears "not fact" that only three additional signatures are required. 1. Conservation Commission. 2. Fire Department. 3. Building Department The Town of Barnstable Conservation Commission File No. SE3-3837 required the following: 1. Installation of split rail fencing. 2. Asbuilds for retaining wall with grade changes submittal. 3. Asbuilds for concrete utilty pads and driveway:changes submittal. . The above requirements have been completed and inspected by Mr. Stepanis, Conservation Assistant. Under the direction of Mr. Stepanis we have paid a $50.00 re-docketing fee thus allowing this matter to be on the Con/Com meetings agenda for July 21. After the anticiapted approval from the Con/Com and the reciept of the their ruling we will file with Registry of Deed's. The intent is to have a family move into this property the first of September. Due to the 4 plus year delay by the original owners building this home and the fact they never applied for a Certificate of Occupancy we respectfully request your help. Is there anything that can be done to arrange an Inspection or on-site meeting at the property with either yourself or one of your inspectors? Prior to the recording at the Registry of Deeds. The reason for this request is in case something is not in compliance this will allow us adequate time to correct any issues. Prior to request for a Certificate of Occupancy for September 1, 2009. 9/24/2009 i ; Page 2 of 2 t „R I truly appreciate your attention to this request. I can be reached @ 508-889-2129. Sincerely, Adam W. Doyle, SIR 9/24/2009 Page 1 of 1 Roma, Paul From: A.M. Wilson Associates [amwilsonassoc@amwilsonassociates.coml Sent: Friday, September 18, 2009 10:12 AM To: Roma, Paul Cc: Peter Curtin; Adam Doyle Subject: 67 Pilots Way, Barnstable; TO: Paul Roma, Inspector Building Department FROM: Arlene M. Wilson RE: 67 Pilots Way, Barnstable Conservation Restriction (Our File No. 2.1082.02) DATE: September 18, 2009 This will confirm our discussion of earlier this morning relative to the Conservation Restriction at 67 Pilots Way. The Town Council voted, at last night's meeting,to accept the gift of the Conservation Restriction. David Houghton provided the final document for signatures this morning. It has already gone to Community Bank and the Conservation Commission for their signatures. David is responsible for obtaining Mr. Chirigotis' signature. It is our intent to record the document Monday or as soon as all signatures have been obtained. As soon as it is recorded, a copy will be provided to you for your records. It is my understanding that you will be issuing a temporary CO for 67 Pilots Way today which will be good for 30 days. We must provide the recorded Conservation Restriction to you within that time. Once you have the recorded document and other repairs/modifications you required have been made to the structure, a final CO will be issued. Please don't hesitate to contact me if you have questions. - Arlene 9/24/2009 Town of Barnstable tia s Regulatory Services 9BARNgrABLL KAM �` Thomas F. Geiler,Director �ArEDMp�lA Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 13, 2005 Mr. Gordon Starr 85 Pilots Way W. Barnstable,MA 02668 Re: 67 Pilots Way, Barnstable Dear Mr. Starr: This is in response to your letter of August 30, 2005 regarding the Reilly property located at 67 Pilots Way, Barnstable. In your letter you state that Mr. Reilly never submitted the final agreement with EOTC. This agreement has been signed and is filed at the Registry of Deeds in Book 19018 on Page 40. As to the design of the septic system, this would best be answered by the Board of Health. As the building permit stands today,the building that is under construction would be considered the primary structure. If and when that changes, will be addressed in the future. Sincerely, Thomas Perry Building Commissioner cc: Michael Ford TP/lb y August 30, 2005 Dear Mr. Perry, I have been discussing the building permit application for 67 Pilots Way in Barnstable, with Mr. Roma. I have a number of concerns that I would like to hear back from you about. On the Building Permit Application for Mr. Reilly, it states that this single-family house is a"'Guesthouse' only" and I am concerned because this piece of land has restrictions from three different governmental bodies that limits construction to one single-family house and accessory. structures. The ZBA, the Superior Court in Barnstable and the EOTC in its preliminary license for the railroad crossing have all limited this piece to one single family house. I am concerned that this language is allowed to remain on the application for the building permit. Mr. Reilly has designed the sewage system for five bedrooms while he is only building a one-bedroom house. Is it possible to build an accessory structure before the building of a larger h se? a accesso apartments allowed in this district? ` I wrote Mr. Roma a etter on 8/23/O5 about the fact that the ZBA order of 0� conditions required Mr. Reilly to submit his final license agreement with the railroad before a building permit was to be granted. Mr. Reilly never submitted this final agreement along with the documentation that shows it has been filed at the Registry. The final license agreement should include specifications of what the OETC is expecting for the design of the crossing. Mr. Roma told me today that he is working on getting these documents. Is work stopped until the building application is complete? Thank you for your time responding to these questions. Gordon Starr 85 Pilots Way W. Barnstable, MA 02668 508 362 4252 8 a "rsor's Office )use) °.limensionlized with foundation, floor plan, cross a Red S (SB or SH) Sance Company's name &Worker's Comp. policy : Certificate must be on file. e & Home Improvement Specialist's License i, 1. r+ee 'er Letter of Permission. complete the forms issued by the Aeronautics 1 s Me Improvement License a Sk 19018 P940 *71153 BARNSTABLE REGISTRY OF DEEDS AG V 71W RAFir ROAD GRO crN PILOT'S WAY CROSSING BARNSTABLIE, MA This Agreement is made this 3'C" day of 'A 2004, by and between the Commonwealth of Massachusetts, acting by and through th xecutive Office of Transportation and Construction, established and existing pursuant to Chapter 161C, §6(c) & (d) of the Massachusetts General Laws, with a principal place of business at 10 Park Plaza, Boston, MA. (hereinafter"EOTC"), and Thomas R. Reilly, Trustee of Reilly Family Nominee-Trust, under declaration of trust dated !March 1, 2004 and recorded in the Barnstable County Registry of Deeds in Book Page with an address of P.O. Box 444, Sagarnore, MA 02561 (hereinafter "Reilly Trust" , and 34arylou da Silva, Trustee of Shelter Realty Trust, a .cast created and existing under a Declaration of Trust dated August 26, 2003, which trust is recorded in the Barnstable County Registry of Deeds in Book 17805, Page 125 (hereinafter "Shelter Trust"), (the "Easement Agreement`;. Whereas, EOTC, on behalf of the Commonwealth of Massachusetts, is the owner of the right-of-way and track known as the Hyannis Secondary Trace (USP—k Line Code 4'74); which includes certain property located in Barnstable, Massachusetts, formerly owned by the Cape Cod Branch .Rail Road Company and shown in part on Map No. 38 of l�:.ailroad Valuation Series 5.121 entitled "Right of Way a-d Track flap, Oid Colony R.R. Co., Operated By "rhe New e ;'ork. New Haven and Hartford R.R. Cu., front !Middleboro to Provircetc.vn, Station. 11113116 80 to Station 1939 T 60, Town o"Barn stab! State of .lass., Scale: 1" = 100 Ft., Date June 30, 1915" (thL "Rail.o u Plan:"), The Corni-onwc-a!th of Nla.ssachusctts acquired title to the land shown on the Rail.,oad Plan (the "Railroad Property'') by deed froln tl�e :Massachusetts Bay Transportation Authority dated Julie ', 1982, and recorded in the BarrslablC COil;ty IZegis6-;r of Deeds in Book 3498, Page 92. The Raai!road Property is also shown on a piz-, entitled "Plan of Land ;a West Barnstable and Sarnstap_ti. 'Massachusetts; prepared for the Commonwealth of :Massachusetts, Executive Office, of i ransportation and Construction, and Thomas R.. Reilly, Scale 1" = 60',May 23, 2003" and prepared by Down Cape Engineering, Inc., which plan is attached hereto as Exhibit (the "Reilly Plan"). Whereas, Shelter Trust is tl.e owner of certain land bounded by and located to the north of the Raiiread Property, by virtue of a deed from Bayside Funding, Inc. dated October 9, 2003 and recorded in the Barnstable County Registry of Deeds in Book 17804, Page 131, which land is shown on a plan entitled "Plan of Land in (West) Barnstable, Mass. prepared for B.W.C. Ellis Scale: l" 40', October 17, 1985" and recorded in Barnstable flan Book 406,Page 30, including the area shown on said plan as "Martha E. Ojala 86l,005" (the "Shelter Tn.tst Plan"). The Shelter Tn..st property is also shown on the Town of Barnstabie Assessor's Map 217 as Parcel 30 and on Map 23? as Parcel 4 (the "Shelter, Trust Property"). The Shelter Trust Property is bounded on the south by the Railroad Property, as shown on the Reilly Plan. f Whereas, Reilly Trust is the owner of certain land abutting the Shelter Trust Property and located to the north of the Railroad Property,by virtue of a deed from Marjorie Handy dated October 19, 1992 and recorded in Barnstable County Registry of Deeds Book 8260, Page 172 (the"Reilly Trust Property"),which land is shown on a pian entitled "Plan of sand in(West)Barnstable, Mass, prepared for Marjorie Handy, Scale: 1" =40', May 1, 1989" and recorded in Barnstable Plan Book 459, Page 41 (the"Handy Plan"). The Reilly Trust Property is bounded on the south by the Railroad Property, as shown on the Reilly Plan. Whereas, the Reilly Trust Property and a portion of the adjoining Railroad Property were formerly owned by William Crocker, and said William Crocker conveyed a parcel of property to the Cape Cod Branch Rail Road Company by deed dated March 22, 1853 and recorded in the Barnstable County Registry of Deeds in Bock 67, Page 93 (second parcel)("Crocker Deed"), which parcel is shown on the Railroad Plan as Parcel 5. The parties acknowledge that(1) the Crocker Deed did not expressly reserve any rights to cross the Railroad Property, (2) at the time of the Crocker Deed, the said William Crocker owned land on both sides of the railroad property, (3) the Railroad Plan shows a private crossing (at grade) in the area of Parcel 5,and ' ) a private crossing physically exists and has existed for many ,years prior to _2004 within the boundaries of Parcel 5, at approximately lv'lile Post 71.i 8 of the Railroad Plan, which private crossing is known as "Pilot's Paih."' Whereas, a portion of the Shelter Trust Property and a portion cf the adjoining Railroad Propert,� Were formerly owned by Isaac �'Vhitrnan, and said Isaac Whitman cone i:-VCd a parcel O property to the Cape Cod Branch Rail Road Company by deed dated Marc =, 1353 and re%orcie,4 in Barnstable County Registry of Deeds in Book 67, Pave 93 the "�,'v'hitman Dee""), which deco? includes the following language: "I to require a one-pass-at grade and one under cattle pass on; i III Shelter TrUSt arse tS tl?at the '.vhitman Deed should be const fled -o -g_"."ant a xl,'I t to cross -L:le Railroad Property appulmeriant to the Shelter Trust Properny. The parcel conveyed by 'r'v'hittnan to the Railroad is shown as Parcel 6 on the Railroad PIan, and the Railroad Plan 'shows a "PriVate Crossing (at grade)" and a "Cattle Pass" in the area of Parcel 6; Whereas, Shelter Trust intends to purchase the Reilly Trust property and upon the consummation of such purchase, the Fceilly Trast Property and the Shelter Trust Property shall be merged and such rights as exist in and to the Reilly Trust Property and the Shelter Trust Propery into a single parcel of land under common ownership; Whereas, the parties hereto wish to resolve uncertainties regarding their respective rights m and to the Railroad Property, including the riature, location and extent of any rights tc pass and re-pass over the Railroad Property to gain access to the Reilly Trast Property and/or the Shelter m I rust Property; 2 Now therefore, in consideration of$500.00 and the mutual promises and covenants contained 'herein, the parties agree as follows: 1. In order to resolve uncertainties regarding the respective rights of the parties in and to the Railroad Property, including the nature, location and extent of any rights to pass and re-pass over the Railroad Property to gain access to the Reilly Trust Property and/or the Shelter Trust Property, and in exchange for the mutual promises and covenants contained in this Agreement, EOTC agrees to acknowledge and confirm the right of Shelter Trust, as successor in interest to the grantor of the Whitman Deed, to pass and re-pass over the Railroad Property, and further agrees to grant a right of way easement over the Railroad Property to Reilly Trust and Svelter Trust, in common(the "Private Crossing"). 2. The parties acknowledge that an existing private crossing, located ar a point abutting the Reilly Trust Property does not exist as of right, but that it is in the mutual interest of the parties to relocate the Private Crossing to the location of the existing crossing, 3. The parties agree that, upon consummation of the merger of the Reilly Trust Property and the Shelter Trust Properr%,the Private Crossing, to-ether with the rights set fcrth herein, shall be relocated to the location of the existing crossing adjacent to the Reilly Trust Propeny. 4. The parties acknowledge and agree that the Private Crossing si ail s,.nle ^nd be appurtenant to the Shelter Trust Property and the Reilly Trust Property, as combined, by merger under, cornmon ownership, and that such easement shalt be limited in use to: (a) pedestrian and vehicular access to a single residence to be locc:ted on the contained Reilly Trust and Shelter Trust Prepenies, which access shall inciude vehicular and pedestrian access by the owner of the combined Reilly Tnsst and Shelter Trust Properties and such owner's licensees and invitees, (b', pedestrian access by others who may have a legal right to cross the right of way to access the Reilly Trust and Shelter Trust properties, and such other rights of access to which such persons were legally entitleu as of January 1, 2004; and (c) installation, maintenance improvement and removal of utilities serving the single residence noted+. above. However, the use of the easement to access the property shall not be dependent upon the existence of a single family residence or accessory structures but that easement rights may be exercised to access the property without any strictures constructed thereon. i I S. The parties agree that: (a) the Private Crossing shall initially be located at the location of the existing crossing (as shown on the Reilly Plan) or at some other location adjacent to the Reilly Trust Property to be identified by mutual written agreement of the parties, (b)the Private Crossing may be relocated from time to time by mutual written agreement of the parties, and (c) EOTC may unilaterally relocate the Private Crossing at its own expense, provided that access is provided to the Reilly Trust and Shelter Trust properties as described above. 6. Reilly Trust and Shelter Trust agree to be responsible for the maintenance, repair, improvement, renewal and ultimate removal of the Private Crossing and any utilities installed within the Private Crossing, all at their own cost and expense, that such maintenance, repair, improvement, renewal and ultimate removal of the Private Crossing and any utilities shall be accomplished under such general conditions, including access to the Railroad Property, as will be satisfactory to EOTC and any railroad operating on and over the Railroad Property, and as will not unreasonably interfere with the proper and safe use of the Railroad Property by EOTC, any railroad operating on and over the Railroad Property, their successors and assigns, or any cther autherized parry, as further set forth in .Exhibit A hereto. 7. Reilly Trust and Sh::i cr Trust agree to indemnify and hotci harrmess EOTC and any ,railroad ope-at;r,_ on and over the Raiiraad Property, and to the other t�rr s arld conditions set forth in Exhibit A hereto. Y. The parties agree that the ric, t of ,vay and easement shaii btcorne Z,fective upon: the merger cf the land of Re.liy Trust and Shelter Tc ast under cornrron ownersh' , and (2) receipt by EGTC of written notice of such meager, as evize need by a deed and the Release and plans referenced herein, recorded '.with file Barnstable County Registry of Deeds. 1 A copy of the Easement is attached hereto as Exhibit B. 1.0 Shelter Trust agrees to release to EOTC any rights of any nature whatsoever that it may have to cross over the Railroad Property. A copy of the release is attached hereto as Exhibit C. 11. Shelter Trust and Reilly Trust agree that they will not seek any further crossings from EOTC in the area of the Shelter Trust Property and/or the Reilly Trust Property. 12:. The parties agree to execute the attached Exhibits A, B and C contemporaneously with the executicn of this Agreement. 13. The parties agree that the terms of this Agreement, including the "Additional 4 i t Terms and Conditions of Private Crossing Agreement", set forth in Exhibit A hereto, shall survive the grant of easement contemplated herein. 14. This Agreement is governed by the laws of the Commonwealth of Massachusetts, and, to the extent applicable, federal law and regulation. 15. The provisions of this Agreement represent the entire agreement and understanding between the parties and may not be changed or modified except by written agreement executed by the parties. In witness whereof, the parties have caused this Agreement to be executed and delivered us of the day and year first written above, COMMONWEALTH OF MA,SSACHUSETTS acting by and.through its F xecutive ice of Tra , ol-ra`ti and Construction B : Secretary Witness Approved as to form i3 : General Counsel for —::CT'.- Reilly ]Family Nominee Trust. as R. Reilly Witness astee Shelter Realty Trust, A-4 A., Cea Z-AZZZIX Ma. ou da SIva Witness Trustee 5 I EXHIBIT A ADDITIONAL TE S & CONDITIONS of PRIVATE 0.ING r�O�EEVIENT Reilly Family Nominee Trust ("Reilly Trust" or"Grantee")and Marylou da Silva, Trustee of Shelter Realty Trust("Shelter Trust") (collectively, "Grantees"), in consideration of the grant of easement to cross and re-cross the track and right-of-way owned by the Commonwealth of Massachusetts, by and through its Executive Office of Transportation and Construction("EOTC or"Grantor"), which track and night-of-way is known as the Hyannis Secondary Track, agree to the following terms and conditions affecting the use, maintenance, repair, improvement and removal of such. Private Crossing. Grantees acknowledge that Grantor has entered or may in the future enter into a License, Lease, Operating or other Agreement with one or more railroad corporation or corporations (hereinafter collectively referred to as "Railroad") to operate passenger, freight or related rail services on Grantor's aforesaid property. Grantees specifically acknowledge that Grantor has entered into a Lease and Operating Agreement with the .Bay Colony Railroad Corporation providing, in part. that said Bay Colony Railroad Corporation shall operate railroad freight serrice on and be responsib:ic; for .-naintenance of the Hyannis Secondary Track. i. Reirnbursernent of Imp rove m-mt ar: Mt interance C ,ts Grantees shall be responsible for thle maintenance, repair, improverric-nt, repair or alteration of the Private Crossing, and am- costs associated therewith, and sha11 pay Grantor or Railroad fcr such costs v:ithin thir�y (30), !tays of submittal by Grantor or Railroad of irveices terefor. If re;luestev by Railroad, Grantees shail enter into an agreement witlh Railroad or shall otherwise arrange with tree Railroad to provide for the ;eneral maintenance of the Private Crossing, which agreement may require the payment of an annual fee to Railroad to cover the costs ofsuch maintenance. Crantees shall likewise reimburse Grantor or Railroad for the costs of specific maintenance or improvement projects to the Private Crossing costing more than Two Hundred Dollars ($200.00), and such reimbursement shall be due and payabie within thirty (30) days of submittal by Grantor or Railroad of invoices therefor. Notwithstanding the foregoing, Grantor agrees to pay for the costs of relocating the Private Crossing, in the event Grantor inilaterally relocates the Private Crossing. %- Improvements Maintenance Relocation and Repairs (a) Any improvements to or maintenance, repair and renewal of the Private Crossing shall be accomplished under such general conditions, including access to the site, as will be satisfactory to Grantor and Railroad and as will riot unreasonably interfere with d,.e proper and safe use of the property of Grantor by Grantor, Railroad, their successors and assigns, or any other party authorized Grantor. 6 . i (b) In addition to, but net in limitation of any of the gP � at an foregoing provisions, if time Railroad g Y should deem it necessary to place inspectors, flagmen or watchmen for the protection of any person or property during the construction of any improvements to, or maintenance, repair or renewal of the Private Crossing, Railroad shall have the right to place such inspectors; flagmen,watchmen or other persons at the sole cost and expense of Grantees. The furnishing or failure to furnish inspectors, flagTnen, watchmen or other persons by Railroad under this paragraph, however, shall not release Grantees from any and all other liabilities assumed by Grantees under the terms of the Easement Agreement. (c) Grantees, at their own cost and expense, when performing any work in connection with the Private Crossing, which work shall be subject to the prior written consent of Grantor and Railroad (which consent shall not be unreasonably witl'iheld), shall request Railroad to famish any necessary inspectors, flagmen or watchmen for the protection of any person or property; including persons not parties hereto and their property. Grantor and Railroad shall be notified at least three Q) weeks in advance of the performance of any work in connection with the Private Crossing. 1) .Railroad shall perform., such maintenance of the Private Crossing on Grantor's property i+ .. p p .. a,� . may determine is required for the safe operation of the properties of Grar.tees. ::pe essay✓ _o protect the property, traffic, patrons or employees of Grantor, Raiiroad or any other person frorr: damage or iniurv, Railroad rnav at an,% time, with or without notice to Granters, mast- such repairs and furms.h such materials as it deems adequate and necessary, all at he'so.e tort and s�xpense of Grantees. A.ny costs incurred by Grantor or Railroad pursuant to this paraQTr,rh shail be reimbursed to Ra!lroad by Grantees in the planner and To the e;.tent provided above, r.�l If Grantees desire or are required by Grantor or Railroad to repair or renew the crossing in asry mariner whatsoever, it scab submit plans to Grantor anti Railroad and obtain their written approval thereto before any work is perfonned. it is understood and agreed that ::cantor an4 Railroad will require that sucli purrs clonform to all applicable engineering staadards, as determined by Grantor and Railroad. Grantor and Railroad Right to Repair Grantor and Railroad shall have the right from time to time, at the sole cost and expense of Grantees, to take up and replace all or any part of the Private Crossing in order to maintain, repair or renew taciiities of Grantor within the Private Crossing and to bill Grantees for such work. +. ParaLn u ,t Uae of C;ossing Graritor, Railroad and any other authorized Railroad Corporation to which Grantor may grant permission to use said Railroad Property, shall have the right at all times to paramount use of the track and tight of way at the Private Crossing, and Grantees, it's licensees and invitees shall exercise .th— greatest care in the use of the Private Crossing and shall require others permitted hereunder to use the Private Crossing, likewise to exercise the greatest care in the use of the Private Crossing. 5. Safety and Security of Cres_ sine (a) The sole responsibility for protecting the aforesaid Private Crossing from the standpoint of safety and the duty of otherwise policing the Private Crossing shall rest exclusively on Grantees at all times and under all circumstances. Grantees shall take or cause to be taken such precautionary measures as may be necessary to avoid injury to or death of persons or damage .to or destruction, of property at the Private Crossing. In addition, Grantees shall erect,maintain and renew, at the sole cost and expense of Grantees, appropriate signs or notices, satisfactory to Grantor and Railroad, setting forth the fact that the Private Crossing is private. (b) If requested by Grantor or Railroad, Grantees shall also, at their sole risk, cost and expense, erect, maintain, repair and renew appropriate gates on both sides of the Private Crossing satisfactory to Grantor and Railroad, which shall be suitably situated and shall be kept closed at ali tithes when the Private Crossing is not in actual use. (c) If it is deemed necessary by Grantor, Railroad, federal, state or municipal authorities, or any ether governing body, to instail automatic protection at the Private Crossing, said automatic crossing protection shall be installe;J, maintained and ultimately removed by Grantor or Railroad, at the sole cost and expense of Grantees. (d) if Grantor or Railroad should at any time, and from time to tinge, request Grantees to take any other measures to protect the Private Crossing (either new or additional), Grantees, at .heir sole cast and expense, shall promptly mptA• cause the measures requested or directed by Grantor or Railroad' to be taken. In the event Grantees fails promptly so to do, Granter cr Railroad may, at their option, take such r?easures, and Grantees hereby agrees to pay ;r, the tirzt instance or to rcimhurse Grantor or Railroad for the cost and expense thereof. (ej C:rantees acknowledge and wzree :hat Crantor or Railroad may cause the Private Crossing to closed on an emergency basis, si ould Grantor or.Railroad reasonably determine that a such closure is necessary to preserve the sasety or security of Grantees, Railroad or others. In the event such emergency closure is necessary, Grantor shall make best efforts and shall request that Railroad make best efforts to provide access to Grantees property for so long as the closure continues. 6. 1ndemnif cation (a) It is understood between the parties hereto that the existence of the .Private Crossing involves some risk, and Grantees, as ,part of the consideration for this grant of easement, hereby release and waive any right to risk for or demand damages for or on account of loss of or injury to the Private Crossing or other property of Grantees that is over, under, upon or in the property or facilities of Grantor, including the loss of or interference with service or use of the Private Crossing and whether attributable to the fault, failure or negligence of Grantor, Railroad, any otiaer authorized Railroad Corporation or otherwise. 3 f (bj Grantees also covenant and agree to, and shall at all times indemni.,/, defend (at the option of Grantor) , protect and save harmless Grantor Railroad and any other authorized Railroad Corporation from and against all cost or expense resulting from any and all losses, liabilities, damages, detriments, suits, claims, demands,costs and charges which Grantor, Railroad and/or any other authorized Railroad Corporation may directly or indirectly suffer, sustain or be subjected to by reason of or on account of the presence,use, maintenance,alteration,renewal, relocation or removal of said Private Crossing in, on, or about the premises of Grantor whether such losses ap_d damages be suffered or sustained by Grantor, Railroad or any other authorized Railroad Corporation, or by the employees, patrons, or licensees of Grantor, Railroad or any other authorized Railroad Corporation, or be suffered or sustained by other persons or corporations, including Grantees, their employees and agents who may seek to hold Grantor, Railroad or any other, authorized Railroad Corporation liable therefor, and whether attributable to the fault, failure or negligence of Grantor, Railroad or any other authorized Railroad Corporation, or otherwise. (c) If a claim or action is made or brought against any party, and for which another parry may be responsible hereunder in whole or it, part, such other party shall be notified and permitted to participate in the handling or Lefense of such matter. (d) Grantor shall not be liable to Grantees for any loss of business or any indirect, incidental, spe;;iai, consequential or exemplary damages or lost profits unless specified herein. A!1 .r,,ctices which may cr are requ! .; to 1% given or served cs:.nt by any party to the ;: Ler r"117ies ours !fit to this A greernent shal l be ;n wrifing and shall be deemed to have been pr-ocerl" giver or se t, if hand delivered, or rnaiEed by registered trail, rearm re::eipt requested. Each notice %vhlch sl,u;l be mailed as aforesaid shall be deemed sutficiently giver, served or sent at the rime such nor;ce 'hail be derosited in the .mail Proper!,,; addressed, and in any -went, upon receipt cf the addressce. All notices shall be sent: If to Grantor: Executive Office of Transportation & Construction T en Park Plaza, Room 3710 Boston, MA 02116 Attention: Manager of Rail Copy to: General Counsel. 9 f If to Grantees: Reilly Family Nominee Trust Thomas R. Reilly., Trustee P.O. Box 444 Sagamore, MA 02561 Shelter Realty Trust c/o Paul S. Horvitz, Esq. 321 N. Main Street, P.O. Box 2568 Fall River, MA G2722 Attention: Marylou da Silva, Trustee If to Railroad: Bay Colony Railroad Corporation 420 Washington S:reet Braintree, MA 02 i 84 ,tittent'on: Prwsideni S- In the event Grantees fail .o oay any orthe sums above when due, or other,;vise violates the terns of sections 1, 2, 3. or 5 above.. and such failure to pay or other, violation of t::e such .elms is not cured within cn? hun-aced 120) days o written rat ice * y Granter, Grantor Shall have the rig t to close the Private C;o;sirg or to direct Railroad to close the :private ressing, ;:hill SUCh title as iiine as Iii� Da,,'?71e I kS llad- or viol- ion is Cured. . 10 EASEMENT The Commonwealth of Massachusetts, acting by and through the Executive Office 'of Transportation, a public instrumentality established and existing pursuant to Chapter 6A and Chapter 161C of the Massachusetts General Laws, as amended ("Grantor"), is the owner of the right-of-way and track known as the Hyannis Secondary Track (USRA Line Code 4174), which includes certain property located in Barnstable, Massachusetts, fonnerly owned by the Cape Cod Branch Rail Road Company, and shown in part on Map No. 38 of Railroad Valuation Series 6.12, entitled "Right of Way and Track hlap, Old Colony R.R. Co., Operated By The New York, New Haven and Hartford. R.R. Co., from Middleboro to Provincetown, Station 1936 + 80 to Station 1989 + 60, Town of Barnstable, State of Mass., Scale: 1" = 100 Ft., Date June 30, 1915" (the "Railroad Plan") (the "Railroad Property"), in consideration of S500.00, the release of certain rights, and other good and valuable consideration, hereby grants to T'nomas R. Reilly, Trustee, Reilly Family Nominee Trust, of P.O. Box 444, Sagamore, MA 02561 ("Reilly Tnusr." or "Grantee"), and owner certain land ab tting the Railroad Property by virtue of a deed from William Le%is, ITi dated ' 2004 and recorded in Barnstable County Registry of :Deeds �N Book / Page- i' 'the "Reilly Trust Property"), and da Silva, Lrustew of Shelter Rzalty Trust, a Massachusetts trust existing under a Declaration of Trust dated August 2d. 200 and recorded at the Barnstable County Registry of Deeds III 1 30-, Page i_5 Ti-ust" or "Grantee"), anfi ov;ner of certain l-nc :ai uttlr g the Railroad Property by virtue of a deed from Bayside Fund:na, Inc. dated Cctober 9. C:U3 and recorded in the Barnstable County Registry of Deeds in Boot: 17905. Page 131, V itl.; )UITCLAITM COVINANi i S, an easement and right of way to pass and r_-;;as.s over the Railroad Proper (the "Private Crossing") in the area shown on the plan attachedhereto as Exhibit 1, subject to the following restrictions and conditions: 1. The Private Crossing shall serve and be appurtenant to the Shelter Trust Property and the Reilly Trust Property, as combined by merger under common ownership, and the use of such easement shall be limited to: (a) pedestrian and vehicular access to a single residence to be located on the combined Reilly Trust and Sheiter Trust Properties, which access shall include vehicular and pedestrian access by the owner of the combined Reilly Trust and Shelter Trust Properties and such owner's licensees and invitees; (b) pedestrian access by others who may have a legal right to cross the right of way to access the Reilly Trust and Shelter Trust properties, and such other rights of access to which such persons were legally entitled as of January 1, 2004; and (c) installation, maintenance, repair, improvement and removal of utilities serving the single residence noted above. L/ As used herein, the term "single residence" shall refer to a single-family residence and accessory structures, including garage, barn, sheds and like structures to be located on the Reilly Trust and / or the Shelter Trust property. Under no circumstances shall the Private Crossing be used to serve multiple dwellings or for commercial purposes. As used herein, the term "Utilities" shall refer to utilities serving the single-family residence and accessory structures noted above on the Reilly Trust and/or the Shelter Trust property, including electric, telephone, gas, water, sewer, and other communications lines to be installed within and under the Private Crossing. 2. The Private Crossing shall initially be located at the location shown on Exhibit 1 or some ot1'aer location adjacent to the Reilly Trust Property to be identified by mutual written agreement of the parties, and may be relocated from time to time by mutual written agreement of the parties; provided, however, that EOTC may unilaterally relocate the Pr vale Crossing at its own expense, provided that access is provided to the Reilly Trust and Shelter Trust properties as described above. In the event the Private Crossing is relocated from the site of the existing crossing to a different. location, as described above, any and all rights hti±d by the Reilly x rust and/or the Shelter Trust to pass or re-pass ov;,* lie Railroad Property at he location of the existing crossing shall be released by Reid,, Trust and Shelter Trust. Further, any and all' rights to pass and re-pass shall be deemed to have been relocated to the new location of t Private Crossing, so that here shall be at all times only one crossing over the Railroad Froperty to the combined Reilly Tryst and Shelter 'r ast properties. 3. The rights granted herein shall be subject to a certain Agreement to Relocate Private Railroad Crossing ("Easement Agreement") to be recorded herewith. 4. "Grantor" shall Include the Executive Office of Transportation, its successors and assigns; "Reilly Trust" and "Shelter Trust" or "Grantees" shall refer to the successors, assigns, heirs, etc. of Reilly Trust, Shelter Trust, etc. Said right of way and easement shall be appurtenant to the land of the Grantees shown on a plan entitled "Plan of Land in West Barnstable and Barnstable, Massachusetts, prepared for the Commonw ealt}r of Massachusetts, s chusetts Executive T tr e Office of Transportation +p nand Constriction, and Thomas R. Reilly, Scale 1 ' = EO"', dated May 23;, 2003 and prepared by Down Cape Engineering, Inc., which plan is attached hereto as Exhibit 1. f For Grantor's title to the Railroad Property, see deed from the Massachusetts Bay Transportation Authority to the Cornmonwealth of Massachusetts, acting by and through the Executive Office of Transportation and Construction, dated June 1, 1982, and recorded in the Barnstable County Registry of Deeds in Book 3498,Page 92. Executed as a sealed instrument this_2� day of VeVA V 2004. COMMONWEALTH OF MASSACHL SETTS acting by and through its Executive Office of Transportation 1 " By:— Daniel A. Grabauskas Witness Secretary Secretary . �. CO_ h 10hti4EALTH OF MASSACHL„-S tJTTS SDI,; « County :j,; Thyn personally appeared the above named Vz- -As as afd "--: j, and acknowledge the feregoizc ?nstrsment to be h:s/hel zee act ��I-e�, before me. Not , lbt:c My comrnission expires: JComrrtor Notaryp,,briC I wrnm.ealth c'�fAssaCy satts� MY Car?rnrssicnxo;.r� / 3 EXHIBIT C F� Marylou daSiiva. Tnastee of Shelter Realty Trust, a trust created and existing under a Deciaration of Trust dated August 26, 2003, which trust is recorded in the Barnstable County Registry of Deeds in Book 17805, Page 125 (hereinafter "Shelter Tryst"), being the owt er of the land shown on a plan entitled "Plan of Land in (West) Barnstable, Mass. prepared for B.W.C. Ellis, Scale: 1"=40% October 17, 1985" and recorded in Barnstable Plan Book 406, Page -0, including the area shown on said plan as"Martha E. Ojala 8611005", in consideration of the ackno ledgmient and grant of easement benefiting the aforementioned property, which easennent is to be recorded herewith, hereby reieases to the Commonwealth of Massachusetts, acting by and through the Executive Office of Transportation and Construction, established and existing pursuant Lo Chanter 151 C, §6(c) & (d) of the Massachusetts General Laws, with a principal place of business at 10 =ar Plaza, Boston, MA (hereinafter "EOTC"), any and all rights it may have to cross over the railroad property known as the Hyannis Secondary, whether reserves; by Isaac Whitman in a deed dated March 23, 1853 and recorded in Barnstable County Registry of Deeds Boo 67, Page 93. or other'Vise, except as set forth in the easement from EOTC dated '' ` 2.004 and record-d herewith in Took Pane For tirte reference gee Geed daltCd Cciobe:9, 2003 from Pay side .Funding recorded in ;he Barest-l'Ji� County Registry of Leeds i, Book S05 Pa.— 1 i V Realty Trust ___.ram:��_✓ _ _ is:` L u da Silva. n.ls e COMNIONNVEALTH OF MASSACHUSETTS County Then personally appeared the above named Maryicu daSilva,Trustee of Shelter Realt! Tn;st., as aforesaid, and a6mowledged the foregoing instrument-to be her free ac: and deed, before me, / J Notary Pudic My com.-Miss on expires: i jAssrssaln YAP III L PARP.Eii D24OOf 1 024MA p"Jokwo rAN S N.f�fe5 it VAN TMfI 19 - VEST&Wb/STABLf•W 6i151 K 3'RAIS SURKY COMPLIES IRM THE RININSWNS Y! DEED BOOK l2B0 PAtk 172 R� fORtN 80 230 CML b.w AS ESTAWSOM BY TW •' WARD Or KOISTRATI.M Or PROfESSONAt ENIG-WEBS PLAN BOOK ASf PACE <i CAN COD AND LAND SURVEYORS : 10104: w '.a C aTY nMft1AfE-15W AREA- 415M S►^ 'UfWL 2 ACRE IYS&AfCE PRURCNON 01i74AY WWI - I SE IYAfA$: IeeOei J0' a CID T! sfoc N• ' ! WAR IS7 rLow laws -a-a -c-BAmIsfARE LOCUS YAP SCA E V- low' O 11 COYW,NIrY PAWL 25CM ami o aALY 2. 6002 ARTIl01 r.CLAft ET AL. S SSnI'Sb-ti _- OEED BOOK 2075 PAGE m2 418 BI'(COYPUTAIW.Lf1E) ---- - _n lCOOpy,1440,L 1 ---r tom•of � \wyyfpz ` __, a-�`",ir) M� rya -lo too 1 O „P 8.a A 1 � 4 1 _ n BARalT LAM RUSTT S rAYP7 -a TIC. ; L BATH FUNDW W_ mm • BK-1M7 Pa not PLAIT BK. J=PO. ss 1 1 S W Af 1fY 0 a t PaA"IsARM I P.8b �n 1 ; `(\ �# iA13tOf rtAiJflC WC. a ` . L� BOAt ApE1 1 1 �� •� f PARQLS 1 4 2 DEED BOON Som PAGE r Pt AN BOOu 408 PACE.10 1 4 me � l`b7l.Y3- aN rRB if r bpi By ity�w_moo r �,f- ----- ; ACgSS EASEWNI c t05 ``..Mt '•AQtr I e i EY231ilB __ c4a'f 4 lf.Al P B - RS2bf.Jo. ' !, S 1�.; � w•IAf N 1 _ . iaSE+eUi 'be=�cn 1 iWMEt 17 s Beio•ESPNAL�g• vSS ®t6Y PRfNSI ~: � 1 PIfOPO5f0 1!'YA0[ , "'_r--------_.^� f.�W,0f4v,q CROSSWO STA..Ig0*00.2607 ^L N R Kp� I (CENTERED{ q,'``a G. i ui2i'``----__ 3w2&-r t ^-B�rPtiar . a es- sB irf � uTAfrr t�K[NI LOCATION) y ffr �•._ 1 ` C AKtfs r +:JIOCYtCA L 8 ti f _ w y D '.NG // ✓' OEEO Bop-1. 277f PACE 3M m 1 '�14• v. ,i I a R r �lO,,ATWe) L1% !•_•,�.� !��'� Pir�.e0on 211 PAci ].; / � •^ � - - �i1 y+g �\ .�'l� / - / w] 1 DOWN W.8TA4B - P8 178q 00 16 9WLA•.I +ygyeR^fl.aK O / w 0 t C PC "j fia tq:aYll_,t ft a�t9., 4 YK 1K3►G 1Q! w 40M KAtl11ECN AF1'flgS � ,� 19i.2a y l S J3 S3'i9-L a m • a 1+ ! 1s ii,mm!!---ACCg 1 PI `� 'Y a � � 7 zS AK1 PAMME FARM �� `\' '�--tea O Y 29310' 1.07.69' p � IJ.Op• -14 C NAOtQ.O i.CEORCE[r At S 85 33 t0 [ � m l 1 _ 10' \ KJ ) DEED BOOK law PAGE I9t » C L� w' 1 J r +^ ii or I 1 04ARle3 f.CROMER 1 1 BL[O 900K 7239 PACC lag 1 Ptm BOGS 774 P..Ge `J FLAN OF LAND IN HEST BARNSTABLE BARNSTABLE. MASSACHUS'ETTS PREPARED FOR THE COAIA[ONWEALTH OF MASSACHUSETTS o"1 t N a EXECUTIVE OFFICE OF TRANSPORTATION � 11 1 i . AND CONSTRUCTION AND it THOMAS R. REILLY �_ �; _ LocAnm y + I o / url[ua+c SCALE: 1' (A"NOK 11 f S W MAY 23.2003 LOCAnON) ,,, i� (-l/ 11 L-A 1 I 6O _ O_ 60 12o $80 1 + I I g N 1t►317-afw ��—� -j + I t 1 1 Iw!tF 7L[-KI9 j- j 1 Isp L__.I fm ?npinet'r�y 9.�92 i i fya dowf' tnc. '� Ltr WtD rN0 y029' �O2' �• 163.011' _ 90110' 'fir A1y _ 1s4 9S. `qq 7s --�-5 0TWSO' 00'SY sr 130 31' N 20'E 201.OR• _� Cft * S BE'49 1•+ A910 61-0 11NB iN0 3O' LNB No STArf H'GHWAY - ROUTS 6A(1910 L 0. vAR1A1)Lr worm) 933T1]ti.� Sl ) S�xfl&3 9�—^�----L`--- yorltlouth. mo L►1®fN0 �`'"'CJ1t7Pcl BGuaO u , awA.P1! _._____. H .___.-A..__._... _._-_•-_�._-..._.� __._r-'— a --_.—.. ._..�. Y•2SE.322.90. Y•917311.q ...._._.._... # AN BOOK 193 PGAA LASS. COORO. SYS?eL a cn WEST ' BARNSTABLE & jj-{� [�/j /jam{} /]��/� �/l �]-'{) T � �cS lJ..[1.R Y1 T Sl AlJLE /�/� SS \ +c .� C HUSE T TS PREPARED FOR e � THE � C0.11IH ON WL'A L TH OF MA SSA CRUSE T TS CUTIr9 T Y ry L' OFFICE F �� TRANSPORTATION AND C O VS'TR UC T.A ®L 1i T �T AND —- TI101VA S R. RILL Y SCALE: 1" = E0' MAY 23, 2003 50 0 fU off 508-362--4541 fox 508-362-9880 qin eenn q, inc. /rEARMF ri 4�jw o1 a (-. T [� 7 0 OJAI_., �^' +: ARNE Jar' — — ; i._ �_1 1(JIi\aE t'�, j " C:V)t ='' y H. �., n IA 1 yC7rtl'1OUri , rYIUj " 5/2 //�3 '0 -:U8 H. OJALA, PLS )ATE �_ r � TRANSMISSION VERIFICATION REPORT TIME 04/27/2005 06:02 DATEJIME 04/27 05:52 FAX NO./NAME 12078653681 DURATION 00:09:15 PAGE(S) 18 RESULT OK MODE STANDARD ECM r Message Page 1 of 2 Engelsen, Jennifer From: Anna Brigham [ABrigham@nutter.com] Sent: Wednesday,January 20,2010 11:59 AM To: Engelsen,Jennifer Subject: RE:67 Pilots Way Barnstable Hi Jen, I mentioned to Liza that Ralph Crossen had done a detailed analysis about the access to this property(its in the file)and she would like a copy of it. Can I request a copy from you? Sorry and Thanks! From: Engelsen,Jennifer[mailto:Jennifer.Engelsen@town.barnstable.ma.us] Sent: Wednesday,January 20, 2010 11:39 AM To: Anna Brigham Subject: RE: 67 Pilots Way Barnstable The property owner pulled the permit-Thomas Reilly -----Original Message----- From: Anna Brigham [mailto:ABrigham@nutter.com] Sent: Wednesday,January 20, 2010 11:27 AM To: Engelsen,Jennifer Subject: 67 Pilots Way Barnstable Hi Jen, Yesterday I pulled this file and didn't find what Liza was looking for but now she's asking who was the builder who filed the permit applications for the house that was built a few years ago? Do you have a minute to check it for me please? Thanks tons! Anna Brigham Permitting Specialist Nutter Nutter McClennen& Fish LLP 1471 lyannough Road Hyannis, MA 02601 Direct line 508.790.5414 Fax 508.771.8079 www.nutter.com This Electronic Message contains information from the law firm of Nutter, McClennen& Fish, LLP, which may be privileged and confidential. 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Circular 230 Disclosure: To ensure compliance with IRS Circular 230, we inform you that any federal tax advice included in this communication(including attachments)is not intended or written to be used, and it cannot be used, for the purpose of(i)avoiding the imposition of federal tax penalties or(ii)promoting,marketing or recommending to another party any transaction or 1/21/2010 _ .F 12'{ --CUPOLA —ARCHITECT ASPHALT 1 SHINGLES f 5 1!2 1 VENT 2 \ 12r— \\ _- J I X3/IX8 RAKE _ \ BOA 1 RDS P.T.WOOD DECK/RAILING5 5TAIR5 TO GRADE I X8 FA50A BOARD _ ALUM GUTTER 4 2 I I _ \ — X6 FREEZE BOARD �tT i// � \ �\� I `--WHITE CEDAR SHINGLES W/5"MAX. EXP05UPE — WRAPPED AT CORNER5Hsi ` �--IX4 WINDOW TRIM Lli eo 44 32..0• FRONT ELEVATION SCALE I14" J'-0' RIGHT 51DE ELEVATION = SALE 1,4"= -D: P E DETECTORS REVIEWED ARCHITECT A5PHALT 5HINGLE5 �I X3 i I X5 RAKE TABLE BUILDING DEPT. DATE BOARDS -� FIRE DEPARTMENT a DATE 2 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING suz� 2 1 \ VENT 1 \ � 12 1 _ T''' IX8 FASCIA BOARD W/ALUM GUTTER IrT I XG FREEZE BOARD \ . 1 ®� LLLJ * —WHITE CEDAR 5HINGLE5 W/5"MAX.EXF05URE n I2 17 WRAPPED AT CORNER5 h II \�---IX4 WINDOW TRIM III I X4 DOOR TRIM +� FIN.ETD **� GRADE RIELLY PE51DENCE f I G7 PILOT-5 WAY,WE5T BARN5TA5LE.MA. 6 \ 2Qo SCALE AS NOTED APPROVED DRAWN BY D.O. B'Y 3r�, DATE JveE 3.zoos REVI5ED OL50N DE51GN A550CIA7 E5 HOWARD WOOLLARD-BUILDER - 28 5ARN5TABLE RD.,MYANNI5.MA.o2GC I REAR ELEVATION LEFT 51DE ELEVATION ___,"_,_ �« SCALE 1/4"= P-O' I PROPOSED ELEVATIONS DRAWING NUMBER SALE I!4°= I A— I a 1 / r 2'.n - [I]AIR-5(DECK ABOVE) DECK (5TAIP5) I ._}_________________________________________________ 1 1 2'.�•.g•-5` 2-0'.3'.G2'-C r.3'G2'-P.3'� ya_ e / Em BREAKFA5T FH ti_ _ 3'-s�a• KITCHEN a I - 7- OPTION#3-FLOOR TRU55 5:'5TEM(24'5PAP NO COL'5. BATH OPTION#2 I OPTION#I b §' O a §°— — 1'W-DR.YI"2 Jy II R �o•r}o•z rov:—/ ' __�___. _L - BED ROOM = . exec.rres.vn LIVING 3 /2D.Sri CQLS. I I - 4"THICK CONC.5LAB F0 Nonnou - PITCHED TO DOOR ron nT.—� . oN,lc-w.xev. cn. rrc ___ 16R --------- --------------------- -- . .P CLO oaor Tor cr row.la^ q - ---------- ------------------------------------- ------------ ---------------i ----------------------- 23•-0• a'.v la- e'o FOUNDATION PLAN FLOOR PLAN 5CALE 114"= I'-O" eY S'4 REILLY RESIDENCE G7 PILOTS WAY,WEST BARN5TA51-E,MA. 5CALE AS NOTED APPROVED DRAWN BY D-O. ( - DATE riz.zans REVISED MOWARD WOOLLARD - OL51IN DE51GN A5 OCIATF.5 BUILDER 2013ARN5TABE RD..HVANNI5.MA.02GOI 50&-77a-300 and-s n FOUNDATION PLAN DRAWING NUMBERVn FLOOR PLAN A—2 , i . .. . .. . ... .... . .: ., . __. _ :. ..u { � n — _ . . ... { . Lm , .)" t SY� fi )a F Y� 5{S k. 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X GElyct L'NO,E§ 4I . _ THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ALL DIMENSIONS AND - ...... ..__. _—,_.,.-......-----------_ .- NOTES ON ALL DRAWINGS IN THIS SET PRIOR - 'TO START OF ANY WORK AND SHALL NOTIFY 3 Z F;p.X Z4 ev, FEZ tz N' - ' . I DESIGNER OF ANY DESCREPANCIES PRIOR TO a ._ . . f START OF ANY WORK SGLE: N .APPROVE�BV: - - =AWW,8V . ,C .. THE GENERAL CONTRACTOR SHALL INSURE THAT GCS �l -[>pI?y ALL WORK CONFORMS TO THE LATEST MASSACHIISETTS DATE _ t STATE BUILDING CODE(SIXTH EDITION;AND ALL OF �� i THE LATEST LOCAL BUILDING CODE REOUIRETABdTS, N} T'' 1 i p1?L L '' I l�'f,**� t ' .. .. 3} I I ORAVOIN'f.NUMBER . .. ..... _ ..'I ......._ - _... .-.. .._.., _...._...._..... ,.- ,._. .. ..-.. .... . .. .fnr..._ .._...:_. .:a � ..:� .':.. .:,_ , �.. �'3 :Y.�6� ' tsiGi. r�-'SON.. �„s: .:. . 'a_l I - - - - - - - 11 I —� GST$2 z z snow -- ---11 eL-- - I I 1 I. (j -9iPIC9 T'�� j 11 exreR,or. arrow wrreD z 2<+o.G 3z'-o' BGLi9 -- ----- (BARN) DECK FRAMING PLAN c ------ DECK 5CALE 1/4"= 1'-0" (STAIRS S�'x . - e'a _ �- I s l l2• BREAKFAST »z'-c• —_� r-»112 n- _-zj b —_»' KITCHEN 71 — BATH (DECK ABOVE.) . (STAIRS) BED Room o e- • -1 LIVING ---------------------------------------------------------------------------------------- j - a.o• - ----------- yr I . - - -____ _ CtL L'IF � _____- OPTION#3-FLOOR T RU55 SYSTEM(24'5PA )NO COL'5. CLOD ervee wx.u_—� _ _ - OPTION#2 24: s•a^ _ __ ' OPTION#I Iz'-1o• 1>e _�,_ e-4^ --- - . - - §� °•' � p-�_ _- -_-___.-per_- ° § ______ b ram:»•Tn6 GDNG � § ---- -- - 4"THICK CONC.STAB - rouuwi Wu - 7 PITCHED TO DOOR w/u2•A C-13-5 v. - ON X CONi,.cGIUC.FTG. ORof TOPor-rDw.IG' ' FLOOR PLAN SCALE I/4 I'-O" I , -------------- a �1 REVI5ED AUG. 1 2,2005-ADDED DECK FRAMING PLAN 32'a _ REILLY RESIDENCE FOUNDATION PLAN G7 PILOT5 WAY,WE5T BARNSTABLE,MA. 5CALE AS NOTED APPROVED DRAWN BY D.O. SCALE 1/4"= 1'-0" DATE .lu[+r 12,2oos REVI5ED A-1 z.zoo5 HOWARD WOOL LARD DL50N DESIGN A55DCIATE5 . BUILDER _-- 28 BARN5TABLE RD.,HYANNI5,MA.02GOI -- 505-775-4300 ol5onde»'n n.ne[ FOUNDATION PLAN DRAWING NuMBERve� • FLOOR PLAN/DECK FRAMING PLAN A-2 i — - — i" - l 1 �-F 3'-&" BOXED OUT RAKE 12 t � � O I" X 8" RAKE TRIM W/1" X 3" RAKE TRIM (TYP) _ 2 4 1 J SIDING BY OWNER ❑❑ ❑❑ F-10 �❑ 41� ANDERSON 200 SERIES 36 X 54" (BY OWNER) TRIM OUT W FIRST FLOOR ELEV. - — — — — FINISHED GRADE 1 4" GONG. SLAB 34'-0" l 10'-011 O � I v l - - - - - - - - - - - - - - - -- ---------------'— - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - APPROVE l 1 FRONT ELEVATION NOV 18 2015 Town ing' Hi stable Old K Highway Committee mittee Y DATE: 10/26/15 l - SANDMARK DESIGN to a residential design service This draming and all Information P.E.STAMP:hereon le the property or Q RESIDENCE FOR: SHEET TITLE: SHEET NO. and (s not an Architectural and/or Engineering firm. sa dmap or,Design ���MRN °' Sal Idmark ps�7 i!@ Yf 1 CRISP RESIDENCE FRONT ELEVATION These plans are Intended for dimensional and conceptual reproducuen, �� R ° of uoLd written use Ia forbidden Falmouth Ma. SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ r naumarten useeek. v ,�o y 6� }PILOTS WAY Engineer for compitance to local building codes. ©--opyrlght 20B Sardmark Design q F��STEP��Q 114'=1'-O" CRISP BARNSTA$LE, I IA. DRAWN BY: DATE: /// /,4— A.E.J. 10/2015 t t 1 • tl 1, i I 12 i" X 8" RAKE TRIM 111/1" X 3" RAKE TRIM (TYP) 12 12 4 ANDERSON 2001 SERIES i 36" X 54" (BY OWNER) TRIM OUT ' I � I- - i I - I l - _ I ANDERSON 200 SERIES 5' X 8' GARAGE DOOR 36" X 54" (By OWNER) (BY OWNER) RIM OUT FIRST FLOOR_ELEy_-— FINISHED GRADE — — - 8_6 8-6 O 4" CONC.II SLAB i v k Ip'_pn I 34'-0' -------------------- - - - - - -- -- - - - - - - - - - -!- - - -- - - -- - - - - - - - - - -- - - - - - - - ` - - -- - - - - - - - - - - - - p - - - - - - - - - - - - -- - - - - - A'PPROV EIIJ REAR ELEVATION NOV 1'8 2015 Town V Bamstable Old King's Highway Committee k L i 1 D>,4TE: 10/2�0/15 SANDMARK DESIGN Is a residential design.service Th1p�'° g and a°'^Fo tlon F.E.STAMP: tP�1%OF hereon 1s the property of ' RESIDENCE FOR: SHEET TITLE: and fs not an Architectural and/or Engineering firm. sendme k De°1gn. a� AMW y Sal IdmarT� q y� SHEET N0. These plans are Intended for dimensional and conceptual °ny"�'f F C1e o N. T ��i`J i�1 1 CRISP RESIDENCE REAR ELEVATION or ureuthorized u°e le fo:bldden •+ �, use and should be reviewed by a qualified Architect/ Hhout u„uen cu—1. 9^NO.20193 0 y I=almOut�l Ma, Engineer for compliance to local building codes. COCopy 1yM 2013 Sandm�k De°19n e F fSTEa �@ (o-7 PILOTS WAY SCALE: JOB NAME: �>oatN BARNSTA$LE, MA. V4'_i'�' CRIS53 P DRAWN BY: - DATE: A.E.J. 10/2015 ry 3'-6n avx€u OUt FzAI E. _ _12 - -- _r 17 Lr } � - 1" X 6" RAKE TRIM } a W/1" X 3" RAKE TRIM (TYP) 1- 3 _ - 2-3 - �,' Co r-_ L ❑� ❑❑ LL } SIDING BY OWNER 44- 50r TO ERIES 1. 4" EY OEl R) - I RI O FIRST FLOOR ELEV. �. FINISHED GRADE ' 4" CONC. SLAB _ 34'-O" 10'-0" O - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - FRONT t t .. c DATE: 1 /15 Sa d I I ia g end all Wormatlon P.E.�STAMP: l Thie drawing SANDMARK DESIGN Is a residential design service hat—1e thapop.,,, >f�g �}/�/ �q . RESIDENCE FOR: SHEET TITLE: S4EE1 NO. or.. �� s and is not an Architectural end/or Engineering firm. saxMnark Daeign ��"'ANtHt7A7Y� Des ion GRISP RESIDENCE FRONT ELEVATION . These plans are Intended for dimensional and conceptual' Any copy or rep d ti W. � -q A v w unauthwi�d uee•ie forbidden PLL:Gft -i� 1-alnouth Ma. ((� I PI�OTS Wf+r I SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ ithout wrltte coreent.4 � SNo.�iy3� 17, f � + Engineer for compliance to local bulldin 9 FC P"C 4 x -1'-0 CRISP g OGopyrlght 7013 5andmark Deelyn 1/4� codes. gsss.E „ti pit �A :"YTABLE, MA, - p 'DRAWN BT: DATE: A.E.J. 10/20S "r. s ff F a ' a.r:•_..... -_.. �� � tins..e r�.�.,�,.-. -e - q- - T I I I -r - l _FIRST FLOOR ELEV. - — — —FINISHED GRADE I , I I 40'-On I i - - - - - -- - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - RIGHT SIDE ELEVATION DATE: 10/26/15 I I This drawl and all IMormatlon SANDMARC DESIGN is a residential design service I—le t� o P.E.STAMP: p`tp.OF e;q� Y1/�N�i i/y Y1 RESIDENCE FOR: SHEET TITLE: SHEET NO. and is not an Architectural and/or Engineering firm. sandmark 0-le, of o?mot H Y 4 �al 14JI II f�r D�s 1 V�1 1 GRISP RESIDENCE RICzHT SIDE ELEVATION These plans are Intended for dlmenslonal and conceptual Ann=per oF,reproeu tlon, �o . �I -7 'I I v or unauthorized wee is Forbidden _ Falmouth Ma. � I PILOTS W� 1 SGALE: JOB NAME: use and should be reviewed by a qualified Architect/ Ithout wrltten aoneem. V FIiO 30i��a Falmouth, Ma. for compliance to local building codes. ©Copyright 2013 amcl-rk beelgn �rFCiSTb?�t�e I/4'�i'_p" GRISP $s N� BARNSTASLE, MA. . � � DRAWN BY: DATE: 10/2015 J I" X 8" RAKE TRIM _ - - 1.1,1/1" X 3" RAKE TRIM CTYPJ -- - - - F:�] _� A J r r- 12 a - �- -- , - -- �- ANDERSON 200 SERIES \L 36" X 54" (BY OWNER) OUT rJ T - I .11L — -- - - [ L J -[ fI —"{ 8' X 8' GARAGE DOOR r ANDERSON 200 SERIES - �= (BY OWNERJ == �,.� 36" X 54" (BY OWNER) RIM OUT IT� I — r • -_FIRST FLOOR_ELEV. - FINISHED GRADE O 4" CONC.�SLAB 10-0 34'-OI v — —-— ----- — - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- -- - - - --- - - - - REAR ELEVATION DATE: 10l2E�/!5 This drewing end ell IrlFonrletlon P.E.STAMP: p�zN of'b<s - RESIDENCE FOR: SHEET TITLE: SHEET No. 5ANDMARK DE51GN Is a residential design service t s g hereon Ie the property or (� y��—y1 L y� and Is not an Architectural and/or Engineering firm, sedaekH. �/al I�Jl �rl� ��s i g1 1 CRISP RESIDENCE g g e W. H REAR ELEVATION These plans are Intended for dimensional and conceptual °ny o'py or,rep oduetion, o p v or unauthorized use 1e rorbldden qrm o ,;, Falmouth Ma. 'I I ILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ shout Wrltte"aouen. g m� a�Q C o i ht 2013 Smo—rk Deal n 'gtb tt 1/4'=1'-O" CRISP Engineer for compliance to local building codes. erg gasroeA ysa BARNSTABLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 I - - - '_On pvLF -L-i. -- - - - - -- SECOND FLOOR ELEv. — -- J 7- FIRST FLOOR ELEV. FINISHED GRADE I 40'-CJ" I II ' I I 1 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - LEFT SIDE ELEVATION NOTE: SIX NEW WINDOWS AND DOOR SEE DRAWINGS SHEET 65, 66 8 Sl FOR LOCATIONS DATE: 10/26/15 Th,e dremng aid all,nformaion P.E.STAMP: �``g pr y RESIDENCE FOR: SHEET TITLE: SHEET No. SANDMARK DESIGN is a residential design service , ghereon to the properly of and is not an Architectural and/or Engineering firm. smdmak Den,gn. ANTHONY `sue Sal Idmark Des ie I CRISP RESIDENCE LEFT SIDE ELEVATION These plans are intended for dimensional and conceptual Any copy or,reprod�uon, gg,.. W. T or urieuthorized uee le forbiddend"' f1'12GA Falmouth Ma, 6-1 PILOTS WAY SCALE' JOB NAME: use and should be reviewed by a qualified Architect/ without wr,tten Donee 4.�No•30193�o r Engineer for compliance to local building Codes. ©Copyr'ght 20B Sendwrk Dee,gn £FSs,SZEGaE�" BARNSTABLE, MA, I/4:l'O" CRISP DRAWN BY: DATE: 54 A.E.J. 10/2015 IF PROVIDE J-BOLTS 24" O.C. THIS LOCATION - 10'-0" NOTE; ll'-0" I�'-O'i I. 5/8" DIA, SILL PLATE J-BOLTS W/ 3" X 3" X 1/4" O.C.,PLATE 45" AT ALL FOUNDATION WALLS 6-Oi' S_O 6-0n --- _ ---------- UNLESS NOTED OTHERWISE. SEE FOUNDATION NOTE 9 - ON SHEET SII. i • J..- STAIRS THIS LOCATION i I 10 OR 12 SONOTUBE ON - 24" DIA. BIGFOOT FOOTING (TYP) 10" POURED CONCRETE I J-BOLTS (SEE NOTE 1) p` FOUNDATION WALL W/ 24" X 10" CONT, GONG. FOOTING (TYP) 4" CONCRETE SLAB c/w i FIBRE MESH REINFORCEMENT u• - 3,500 PSI oa I 61 fo mll POLY VAPOR BARRIER a' o I COMPACTED GRANULAR FILL 4" CONCRETE SLAB c/w Q 1 > FIBRE MESH REINFORCEMENT O - — - 3,500 PSI v �• NOTE: I 6 mil POLY VAPOR BARRIER q COMPACTED GRANULAR FILL SEE SHEET 610 FOR COLUMN i ANCHOR BOLT DETAILS AND BASEPLATE DETAILS AND 0 1 � SHEET S6 FOR COLUMN p '4 S8 �' S8 LOCATIONS. loll DROP FOUNDATION WALL i 12" AT GARAGE DOOR `n DROP FOUNDATION WALL 12" AT GARAGE DOOR ° v -------------- o c FASTENERS SYMBOL COUNT SEE DETAIL B HDU8 • 6 12'-6" 10'-9" ON SHT 59 PROVIDE J-BOLTS PROVIDE J-BOLTS 24" O.C. THIS LOCATION 24" O.C. THIS LOCATION FOUNDATION PLAN DATE: 10/2�/15 This drawing and ell lnformation P.E.STAMP: �tv.of Mt SANDMARIG DESIGN is a residential design service S, RESIDENCE FOR: g hereon le the properly or A.�s �. BNEET TITLE: SHEET ND. and is not an Architectural and/or Engineering firm. Sarrdmark Design. .; W. y FOUNDATION PLAN Any-opy or,reproduction, ^, w. Sanclm�r�c Des ign CRISP RESIDENCE These plane are Intended for dimensional and conceptual ttIZGA or unauthorized use is rorbidden ND.301M Fa lmouth Ma. SCALE: JOB NAME: • use and should be reviewed by a qualified Architect/ ithoutwrlttencorment. V 9F , 6� PILOTS WAY Engineer for compliance to local building codes. ©Copyright 2013 Sandmark Design moFfss tsT�p`at`Q a * M I/4'=1'-O" CRISP LJARI`�STA�LEr I IA. DRAWN BY: DATE: /�/ �f A.E.J. 10/2015 34'-0" NOTE: WINDOW BY 1. SEE SFEET SIO FOR COLUMNS, COLUMN ANCHOR I BOLT DETAILS AND BASE PLATE DETAILS, OWNER 1 to r ! _Q _ ✓ \, �. STEEL BEAM ABOVE UP W12XI61 OR WI&X96 ---------------- ------------------ ru Q 2x6 SIDING EXTERIOR WALL: W p SIDING, BY OWNER 1/2" PLYWOOD SHEATHING W 2x6 STUDS m 16" o-c. Q Q % R21 GATT INSULATION O v f O ro TO POLY V.B. 3.z \y ° 1/2" DRYWALL `^ TAPED E SANDED - STEEL BEAM ABOVE \. 1 N Wl2XIfo10RW16X96 E'I ----------- Qw A a I _ A I J..- o =8E — - - - — STEEL SEAM ABOVE — T — — — — — — — WI2X161 OR W------ --------------------------------- --- STRAP LOCATION - SECOND ELOOiR _� - - - - - r."a Ti N SYMWL. COUNT DOOR ill WINDOW BY WINDOW BY - OWNER (WALL NO. I SEE SHEET 513 OWNER S, i 34'-0" FIRST FLOOR PLAN DATE: 10/2-f/15 I' SANDMARK DESIGN is a residential n servi ce ice This drawing and ail lnra tion P.E.STAMP: RESIDENCE FOR= SHEET TITLE: SHE-=r NO. g hereon Is the property of SB of M (� y� and is not an Architectural and/or Engineering firm. sandmark Design. `/al I�t*' 4�e dmark Des If en CRISP RESIDENCE FIRST FLOOR PLAN These plane are Intended For dimensional and conceptual Any c opy or•reproduction• p'T Ps s or unauthorized use n forbidden Z Falmouth Ma. SCALE: JOB NAME: use and.should be reviewed by a qualified Architect/ /w�1h,h.out written consent. ��Q�o� , 61 P ILOtS WA1' Engineer for compliance to local building codes- UrcopSFight 2013 Sandma9.Design P�t�e SARNSTf48LE, MA. 1/4'-I'-0" CRISP FS `Np`ta / DRAWN BY: DATE: /�/I A.E.J. 10/20I5 34'-0" 10'-0° It-O" _ t WINI>OW 5y OWI,ER t '' Zee flext- -`' fie, [ s o STORAGE AREA O 2" x'I2'"RILcst BEAM ' ROOF OF SHED O I 38 4 I 2° X t` K'ii=c'WALL � 38 O d 1 — I � i 3. ')H _ I v --- ' u I7I 4 I I n 34'-011 SECOND FLOOR PLAN_ LIVE/STORAGE LOAD 40 pef DATE: 10/2-7/15 SANDMARIG DESIGN Is a residential design service This drawing end ell tnrormetlon P•E.STAMP: RESIDENCE FOR: SHEET TITLE: SHEET NO, hereon le the property or t.�A OF 14, , and Is not an Architectural and/or Engineering firm. Sardmerk Deuign. :� AMf+oNv q`r Sandmark Des f gn CRISP RESIDENCE SECOND FLOOR PLAN Any copy of,reproductlon• These plane are intended for dimensional and conceptual N 11 or unauthorized ues is Forbidden puZGA =1• Falmouth Ma. 6-1 PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualtFied Architect/ lehowt written Donee"!• yNo.aotxt,e ti � CRISP Engineer for compliance to local bullding codes. ©Copyright 2013 Sandmuk Deelgn 9oF�c sTEP\�4t" I/4'=I'-I' DATE: g Sgt BARNSTABLE, 1 IA. DRAWN BY: DATE: A.E.J. 10/2015 NOTE: 2 - 2"XIO" IF STAIRWAY IS POSTED DOWN TO SLAB BELOW, OTHERWISE PROVIDE 3 - 2"XIO" IF STAIRWAY IS HUNG FROM SECOND FLOOR. 2'x io"RIM BD 2 - 13/4" x 9 I/4" VERSA-LAM 2.0 3100 BEAM FULL LENGTH 2-2'x lo^ OF BARN BELOW KNEE WALL. 111[11 T `' (MIN. BEARING LENGTH x EACH END - 4") 2" X 12" RIDGE BEAM SEE DETAIL I ON SHEET SS STEEL BEAMS W12X161 OR WI6X96 2" X 10" DORMER I F O R OI T o 6"o. NOTE: RAFTERS o I&" O,G. - 12 SEE SHEET 610 FOR BOARD NAILER DETAIL ON TOP OF �lo 2" X 10" RAFTERS tl I " W-FLANGE BEAM 2 16" O.G. .i L 2" X S "m I6" O.G. 2 - 1 3/4" x S 1/4" VERSA-LAM 2' X (o' 2' X 6' TIE 2.0 3100 BEAM FULL LENGTH B 16" O.G. 0 16" O,G. NO LIVE LOAD/ OF BARN BELOW KNEE WALL. Y(SH 510) STORAGE LOADS AT THIS LEVEL, (MIN, BEARING LENGTH EACH END - 4") PRE-FINISHED ALUMINUM SOFFIT 4-0" 10'-4!/2"2x L T °I6' o ROOF BEYOND 2" X 10" RAFTE 6 • W/ EQUALLY SPACED VENTS t FOREGROUND I 0 16" O.C. 2".X 4" KNEE WALL 3 - 2" X 10" I � 7 x 10"RIM BD P.7, HEADER 12 /WO FLOOR JOIBTa a ib"o.e. �- }' 4 SECOND FLOOR FRAMING PLAN __ 2NDD !_—-—-- 2" XBm16 O.C. NOTE: LIvE/STORAGE LOAD - 40psf NOTE: SEE BHT S6 FOR GMST STRAPS 2" X 8" LEDGER 2x6 EXTERIOR WALL: (TYP) 3 - STEEL BEAMS 2x6 STUDS is 16" o.c, W12 X 161 OR W16 X 96 I 21 TRDS - 22 RISERS BOARD 12' OVERHANG H.C. W/ 1/2" CDX/WSP PLYWOOD H.G. SHEATHING NOTE I R21 FIBREGL INSULATION 6 mil POLY V.B. - as 1/2" DRYWALL u ti TAPED d SANDED 5' x S' OH '' I D 0 p DOOR (BY OWNER) = 6" X 6" P.T. e @ POSTS to - _ - FINISHED GRADE v SEE FOUNDATION PLAN SHEET 95 _4 Q x TOP OF FOOTING " O cx NOTE I 2" X 6" EXTERIOR WALL O 16"O,C. PROVIDE 2" X 4" BLOCKING SONOTUBE ON A 24" O.G. AT ALL EXTERIOR WALLS. 24" DIA, BIGFOOT Lj IEEE 34'-O" FOOTING SEE BHT 510 H.C. H.G. — ROOF FRAMING PLAN FASTENERS SYMBOL COUNT /A HURRICANE CLIPS �„I,G, 6 Gi��SS�C IT(O I*�I ��f� (TOP PLATE STRAP) DATE: IOI2��1 J SANDMARK DESIGN is a residential design service Thle dr-Il s end all information P.E.STAMP: RESIDENCE FOR: SHEET TITLE: SHEET NO. s le the r uM� L }''� and is not an Architectural and/or Engineering firm, 5nd�kD—lst. qa y Sandmark rDssian CRISP RESIDENCE FRAMING PLANS 7heee plane are Intended for dimensional and conceptual AN copy of,reproduction, rr >� � ♦ v nauthorl—d use le forbidden c Pum4 ., FaIfiOUth,Ma• ,6'1 PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ without mritteecornerR. N 9►>o.y0f99 ti Engineer for compliance to local building codes. ©Copyright 2om sendmark Deeign F� W @ CRISP of r BARNSTASLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 . PRE-MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF 2 x 6 m 16" o,c. WALL SECTION W/R21 INSUL 5/8" DIA. ANCHOR BOLT ROOF RAFTERS 2X6 P.T. ADD 2" X 6" BLOCK � •; 2-2X6 SILL PLATE ON GASKET BOTTOM PLATE AT EACH RAFTER FASTENED TO FOUNDATION WALL WITH a SILL ASPHALT ROOF ✓ 1/2" DIAMETER ANCHOR BOLTS AT 8"O.C. SHINGLES 10" CONCRETE WALL: _ y DAMPROOFING71 (2) H2.5 _ D' =1=III D .b 11 I—III= 2 DOUBLE ROWS III II�IIII°• ° ° "=1111I \ OF • 4 REBAR =lllill 'n D Ea. SPCD 'a �{ III •o .°G. 4" POURED CONCRETE SLAB PLATE DETAIL j F 1 D .'r ON UNDISTURBED SOIL -- \ RAFTER CONNECTION DETAIL — KEEP SHEATHING MIN. 1-1/2" �11-1I '11�II , D D' FROM PEAK TO ALLOW FREE RIDGE BEAM AIR PASSAGE (SEE PLAN FOR 10" x 24" SIZES) CONCRETE FOOTING RIDGE VENT DETAIL CONCRETE FOUNDATION WALL 3 CS) H4 WHERE SHOWN INSTALLATION AND S8 NAIL TOP PLATE TO HEADER FLASI IINCs AS PER WITH TWO ROWS OF 16d NAILS A s' o.c. MANUFACTURES R INSTRUCTIONS VERSA-LAM (2) LSTA PER OPENING 2.0 3100 SEAM DETAIL A EXTEND TO TOP PLATE \ / WHERE POSSIBLE. \ X (SEE DETAIL A) CMST-12 STRAP EACH LOCATION ENDWALL 1/2" CDX SHEATHING \ / TYP BOTH SIDES / \ / WINDOW OPENING OR / ® ® CORNER STUD ® CONNECTED TO \ / SINGLE/DOUBLE DOOR / HOLD DOWN AT TRIPLE ® ® TRANSFER SHEAR x / CORNER STUDS. IEEE DETAIL B) (2) 16d COMMON / \ / NAILS m 6" O/C / `\ °'°'Q °DQ °Da °D� <,D.o °G.o °p.o °D.o °D.o °D.Q °G.,, °n•• ° FINISHED FLOOR HEADER DETAIL FOR WINDOW GARAGE DOOR DETAIL DETAIL B (HOLD DOWN DETAIL) AND SINGLE/DOUBLE DOOR ( 2 LOCATIONS) (TYPICAL 6 LOCATIONS) DATE: 10/2 /�15 (SEE SHT 55) SANDMARIG DESIGN Is a residential design service Thl.drawing and all mtem IM P.E.STAMP: �IIAOF M�f Yf,,,J �/ /yy� RESIDENCE FOR: SHEET TITLE: SHEET NO, and is not an Architectural and/or Engineering firm. sand.w*,D-15an,�ny�r oANTNDNYTq`i� Sal dmark Desf e I CRISP RESIDENCE FRAMING DETAILS Any copy ov,rsproducuon, c N. m _I These plans are Intended for dimensional and conceptual PUZQA <r or mow«l=a� .a fc Bidden �,� Falmouth Ma. 6� PILOTS WAY use and should be reviewed by a qualified Architect/ "11-1 wnttsn� t. 9F , SCALE: JO$NAME: Engineer for compliance to local building codes, CacPynght 2015 Sandra k Dealgn +°,sS�rN TeQ`���N NOT TO SCALE CRISP BARNSTASLE, MA. DRAWN$Y: DATE: (��) f A.E.J. 10/2015 (TYP) FROM END 1/2" DIA. BOLT EA. SIDE 2" X 10" FULL LENGTH OF 2" X 10° 3 * 4-D" O.G, MAX, 3 BOLTED TO TOP OF CEILING JOISTS W- FLANGE BEAM. SIMPSON HI CLIP T. BEAMS (1 PER JOIST) SIMPSON BCS POST CAP ----------------------- --- -------------------y-----W------- ----------------*-------- - -- -�----------�---------�-------- ---- P. T, POST W12 X 161 0R SIMPSON ABU POST BASE WI6 X 96 So.o ;'. ANCHOR BOLT PLAN VIEW W— FLANGE BEAMS o 10" OR 12" 50NOTUBE ON 24" DIA. BIGFOOT FOOTING. 2" X 10" CENTERED ON TOP OF W- FLANGE BEAMS (SEE DETAIL ABOVE) L °On e 4 `ao WI2 X I(ol OR oo °oo WI6 X 9ro 10" WALL ° FOOTING DETAIL 3/4" ALL AROUND 5/8" DIA. J-BOLTS W/ NOT TO SCALE SS TUBE STEEL 8"X4"XI/4" 3" X 3" X 1/4" PLATE 1/4 (TYP TOP < BOTTOM) o W/ 12" EMBEDMENT INTO CONCRETE.WALL (TYP) PLATE 1/2" X 5 1/4" X 14" CONTRACTOR TO BLOCK SPACE BETWEEN TS 8" X 4" (L TUBE STEEL AND 2" X fo" STUDS EACH F S"X4"XI/4' SIDE AT 4'-0" O.C. MAX. CENTERED ON o 0 �+ PLATE X X ALL AROUND o 2" X 6" WALL (TYP TOP d BOTTOM) PLATE 1/2" X 5 1/4" X 14" I/4 DIRECTLY ON CONCRETE STUDS (TYP) 2 5 8" (TYP) WALL BEFORE 2" X 6" WALL STUDS o ."G° .`G FLOOR SLAB SECTION X—X o 10" FOUNDATION WALL ° ° HORIZONTAL 2X BLOCKING F - c c ° NAILING THE PLYWOOD EDGE ° a a SHOULD BE PROVIDED WITHIN c °. a °. o •n G'o G•o - 0'0 ."G•e .a 48" OF THE CORNER. o o G D D WALL SECTION Y—Y AT STEEL BEAMS (TYPE PLYWOOD SLOCKINCx DETAIL 6 DATE: 10/2-1/15 �8 This drams and ell Information P. E.STAMP: pew 0'k4�s RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMARK DESIGN is a residential design service hee, is the o a +` 'P pr",ty a ppR{{gp�y y y� }''� f ff11Y1 STRUCTURAL STEEL and Is not an Architectural and/or Engineering firm. sadwkDeals, W. al Idmark Dies1!2 1 CRISP RESIDENCE a v BEAMS AND DETAILS S These lens are Intended for dimensional and Conceptual ory Dopy or,reproductio", PIIZGA _ 1 ram. por urieuthorized use Is forbidden gN0•�193�a " FalmouthrMa. 6l PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ c Without mtiten�o_ andma k Deafen �OFS�fST�Qn NOT TO SCALE CRISP Engineer For compliance to local building codes, pyre EN° BARNSTA$LE, MA. DRAWN BY: DATE: ����/ A.E.J. 10/2015 NAILING SCHEDULE E ANo F�„AT C'N4 L E041vAL rr D AMETEK AND EOIIAL OREGREATER ENGTH FOUNDATION NOTES: ENERGY CODE REQUIREMENTS O THE SPECIFIED COMMON NAILS MAY D BUBSTIT"TED UNLEAS O'r-SE tk:- NUMBER OF NUMBER OF NAIL ' JOINT DESCRIPTION COMMON NAILS BOX NAILS SPACING 1, ALL FOOTINGS SHALL REST ON FIRM NATURAL OCCURING MEDIUM BUILDING COMPONENTS: COARSE SAND HAVING A MIN, BEARING CAPACITY OF 1 1/2 TONS ROOF FRAMING PER SQUARE FOOT, MECHANICALLY COMPACT BOTTOM OF ALL I, WINDOWS AND PATIO DOORS = U.35 BLOCKING TO RAFTER(TOE NAILED) (2)8d (2)ad EACH END EXCAVATIONS BEFORE FORMING FOOTINGS. 2, CEILING R-VALUE = R38 FIBERGLASS INSULATION. 3, WOOD FRAME WALL = R21 FIBERGLASS INSULATION, RIM BOARD To RAFTER(END NAILED) (2) I6d (2) Ibd EACH END 2, ALL CONCRETE SHALL BE "READY MIX" TYPE, COMPLYING WITH 4. FLOOR OVER BASEMENT = RIS FIBERGLASS INSULATION. ACI 301 AND 318 REFERENCES AND WITH A STRENGTH OF 3500 5, EXTERIOR WALL HEADERS SHALL HAVE A 1" THICK WALL FRAMING PSI AT 28 DAYS. "STYROFOAM" INSULATION BOARD FILLER, - TOP PLATES AT INTERSECTIONS(FACE NAILED) (4) I66 (5) I6d AT JOINTS 3. ALL REINFORCING BARS SHALL BE GRADE 60 COMPLYING WITH THE CONTRACTOR SHALL: STUD To STUD(FACE-NAILED) (2) I6d (2) 16d 24" o/C ASTM A-615 REFERENCE. HEADER TO HEADER(FACE-NAILED) I66 16d 16°O/C ALONG EDGES 4, PROPERLY GROUND ALL REINFORCING STEEL AS PER CURRENT i, PROVIDE THE RESCHECK CERTIFICATE OF COMPLIANCE. FLOOR FRAMING ELECTRICAL GODS REQUIREMENTS. 2. DEMONSTRATE CODE ACCEPTABLE ENVELOPE AIR TIGHTNESS LEVELS BY VISUAL INSPECTION, JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) (4)8d (4)IOd PER JOIST 3, PROVIDE THE MECHANICAL SYSTEM DESIGN CRITERIA. 5, COORDINATE WATER, ELECTRIC, GAS AND SEPTIC SERVICE 4. PROVIDE HVAC AND DHW SIZES AND EFFICIENCIES, BLOCKING To JOIST(TOE NAILED) (2)8d (2) lod EACH END ENTRANCES AS REQUIRED, 5, PROVIDE A PROGRAMMABLE TYPE FURNACE THERMOSTAT, BLOCKING TO SILL OR TOP PLATE rt0E NAILED) (3) 16d (4) I6d EACH BLOCK 6, NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN SOIL ro. PROVIDE SEALED DUCTWORK WITH MASTIC OR UL-180/181 RATED TAPE AND CODE ACCEPTABLE DUCT LEAKAGE LEVELS LEDGER STRIP 10 BEAM OR GIRDER FACED NAILED) (3)8d (4) Ibd EACH JOIST 1, ALL POURED CONCRETE FOUNDATIONS SHALL BE IN ACCORDANCE FROM DUCT LEAKAGE TEST OR PROVIDE A SYSTEM COMPLETELY JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d (3) loci PER JOIST WITHIN A CONDITIONED SPACE. WITH INTERNATIONAL RESIDENTIAL CODE R401 f R408 1, PROVIDE HIGH EFFICIENCY LAMPS AT 5096 PERMANENTLY BAND JOIST TO JOIST(END NAILED) (3) I6d (4) Ibd PER JOIST 8. DAMPROOFING IS TO BE PLACED IN STRICT ACCORDANCE WITH INSTALLED LIGHTING FIXTURES. BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) (2) I66 (3) I66 PER FOOT MANUFACTURERS SPECIFICATIONS, ROOF SHEATHING(WOOD STRUCTURAL PANELS) S. FOUNDATION WALL PLATES SHALL BE PRESSURE TREATED AND RAFTERS OR TRUSSES SPACED UP TO 16"O/C ad lod 6"EDGE/6"FIELD ANCHORED TO CONCRETE FOUNDATION WALLS WITH 5/8" DIAMETER X 12" LONG (EMBEDDED 1" MIN.) A301 STEEL ANCHOR BOLTS RAFTERS OR TRUSSES SPACED UP TO 16"O/C 8d 106 4"EDGE/4"FIELD WITH 3" X 3" X 1/4" PLATE WASHERS. BOISE-CASCADE GABLE ENDWALL RAKE OR RAKE TRUSS ANCHOR BOLTS/PLATE WASHERS SHALL BE LOCATED WITHIN WITHOUT GABLE OVERHANG 8d lod 6°EDGE/6"FIELD Co" ON A CORNER IN EACH DIRECTION AND 12" ON EITHER SIDE VERSA-LAM BEAMS, JOISTS E COLUMNS GABLE ENDWALL RAKE OR RAKE TRUSS OF A SPLICE: PROVIDE STANDARD NUT FOR EACH WASHER/ WITH STRUCTURAL OUTLOOKERS 8d lod b"EDGE/b"FIELD ANCHOR BOLT. TIE BOLTS SHALL ENGAGE BOTH MEMBERS OF I SILL PLATE, 1. BOISE CASCADE VERSA-LAM BEAMS SHALL BE GRADE 2,0 GABLE ENDUALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 86 IOd 4"EDGE/4"FIELD 31005P, BOISE CASCADE JOISTS SHALL BE GRADE 2-0 SP. STRUCTURAL NOTES: BOISE CASCADE VERSA-LAM COLUMNS SHALL BE GRADE 1,1 2650 CEILING SHEATHING 2. ALL BOISE CASCADE PRODUCTS SHALL BE INSTALLED IN GYPSUM WALLBOARD 56 COOLERS 1"EDGE/IO°FIELD 1, STEEL CONSTRUCTION AND FABRICATION SHALL BE PERFORMED ACCORDANCE WITH MANUFACTUERS INSTALLATION REQUIREMENTS, IN ACCORDANCE WITH CURRENT AISC REQUIREMENTS. WALL SHEATHING 3, TEMPORARY CONSTRUCTION LOADS WHICH CAUSE STRESSES 2. STEEL BEAMS AND PLATES SHALL BE ASTM A36, fy = 36 kai MINUMUM, BEYOND DESIGN LIMITS ARE NOT PERMITTED. WOOD STRUCTURAL PANELS-STUDS SPACED UP TO 24"O/C 8d lod 6°EDGE/12"FIELD 8d I - 3, STEEL TUBES SHALL BE ASTM A501, fy = 36 kei MINUMUM, 4, ERECTION BRACING SHALL BE PROVIDED TO ASSURE ADEQUATE I/2" AND 23/32 FIBERBOARD PANELS 3"EDGE/6"FIELD LATERAL SUPPORT FOR ENGINEERED WOOD PRODUCTS UNTIL 1/2"GYPSUM WALLBOARD 5d COOLERS T EDGE/10°FIELD 4. STRUCTURAL LUMBER SHALL BE HEM FIR "2 OR CONSTRUCTION GRADE SHEATHING MATERIAL HAS BEEN APPLIED. FLOOR SHEATHING(WOOD STRUCTURAL PANELS) LUMBER AS L15TED IN THE NATIONAL FOREST PRODUCT ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND 5. ALL FRAMING CONNECTIONS FOR ENGINEERED WOOD PRODUCTS I"OR LESS ad lod 6"EDGE/12"FIELD ITS FASTENING" THAT HAS ALLOWABLE UNIT STRESSES IN EXTREME SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTALLATION GREATER THAN I" lod Iod 6°EDGE/b"FIELD FIBER IN BENDING EQUAL TO OR GREATER THAN 1,400 PSI AND REQUIREMENTS. CORROSION RESISTANT II GAGE ROOFING NAIL8 AND 16 GAGE MODULUS OF ELASTICITY EQUAL TO OR GREATER THAN 1,500,000 PSI, STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. 6, MINIMUM END BEARING SUPPORT LENGHTS FOR ENGINEERED WOOD PRODUCTS SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTALLATION REQUIREMENTS OR PER DRAWINGS. DATE: 10/2�/1S SANDMARK DESIGN is a residential design service Ths drawing end all Inf.r I.n ID,E.STAMP: N 0:kA RESIDENCE FOR: SHEET TITLE: SHEET NO, g hereon 1.the props ly gyp, �O aandmar�C _ and Is not an Architectural and/or Engineering Firm. sandF De'rep /or3 ANTHONY cN, c�r.9I�n CRISP RESIDENCE NOTES/SCHEDULE These plane are Intended For dimensional and conceptual or copy or,reuse Is ucn, c ev. urauihortmd use la forbidden &I PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ Ithout written co—m. AND 301e3 o ti Falmouth Ma. Engineer for compliance to local building codes, COCopyrlght 2013 Sandmerk D—Ign Ao�fSs/gTEQ\a��Q M NOT TO SCALE CRISP BAR B NSTALE, I IA. DRAWN BY: DATE: U�/� A.E.J. 10/2015 w . • I GENERAL NOTES: GENERAL NOTES CONT: CONSTRUCTION NOTES I, THIS STRUCTURE IS LOCATED IN WIND EXPOSURE B 14, THE CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICITY, 1, TYPICAL SILL = CONTINUOUS PRESSURE TREATED 2X6 SILL ON WITH A DESIGN WIND SPEED OF 110 MPH/3 SECOND GUST IN WATER, TOILETS, WEATHER PROTECTION AND SAFETY DEVICES AS FOAM SILL SEALER ON CONCRETE FOUNDATION WALL WITH 5/8" " ACCORDANCE WITH THE 245 MASSACHUSETTS CHECKLIST '780 REQUIRED. DIAMETER ANCHOR BOLTS AS INDICATED ON DRAWINGS. CMR 5301,2.1. NOTE: SEE DRAWING(S) AND NAILING SCHEDULES AND DIAGRAMS. CONTRACTOR SHALL PROVIDE FOUNDATION 15, THE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK 2, TYPICAL FLOOR = FINISH FLOOR AS SPECIFIED BY OWNER ON ANCHORAGE AND OTHER FRAMING CONNECTIONS PER WOOD BEFORE, DURING AND AFTER INSTALLATION FOR THE DURATION OF PLYWOOD UNDERLAYMENT AS REQUIRED TO ALIGN FINISH FLOORS FRAMING CONSTRUCTION MANUAL GUIDE FOR 110 MPH, EXPOSURE B. CONSTRUCTION WORK. ON 3/4" TONGUE AND GROOVE "ADVANTECH VIP" SHEATHING, GLUE AND NAIL TO FLOOR JOISTS, ALIGN NEW AND EXISTING FINISH 2, ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE 16. ALL PRODUCTS AND MATERIALS SHALL BE NEW AND AS INDICATED FLOORS. MASSACHUSETTS STATE BUILDING CODE (ONE AND TWO FAMILY ON THE DRAWINGS EXCEPT WHERE INDICATED OTHERWISE. DWELLING CODE), THE TOWN OF BARNSTABLE BY-LAWS AND ALL CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ALL 3. TYPICAL EXTERIOR WALL = WOOD SHINGLE SIDEWALL ON OTHER APPLICABLE CODES AND REGULATIONS. PRODUCTS t0 BE SELECTED BY THE OWNER. "TYPAR HOMEWRAP" UNDERLAYMENT ON 1/2" CDX/WSP PLYWOOD 3. PRIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL 11, THE FOLLOWING TERMS SHALL HAVE THE FOLLOWING MEANING: SHEATHING ON 2X6 WALL STUDS AT I6" O/C WITH 2-2X6 TOP COORDINATE ALL MECHANICAL AND ELECTRICAL TRADE WORK PROVIDE = FURNISH AND INSTALL FOR INTENDED USE: PROPER = PLATE AND 2-2X6 BOTTOM PLATE WITH R21 FIBERGLASS WITH STRUCTURAL WORK AND SHALL REVIEW ANY DISCREPANCIES. IN COMPLIANCE WITH APPLICABLE CODES AND TRADITIONALLY INSULATION, POLYVAPOR BARRIER At WARM FACE AND 1/2" ACCEPTED TRADE STANDARDS. GYPSUM DRYWALL, EXCEPT WHERE NOTED OTHERWISE. 4, LOCATION OF ALL SITE UTILITIES MUST BE VERIFIED IN THE FIELD 18. THE OWNER SHALL HAVE A LICENSED LAND SURVEYOR LAY NOTE: ALL WINDOW AND DOOR HEADERS SHALL BE 3-2XIO WITH A PRIOR TO EXCAVATION, OUT THE PROJECT "ON THE GROUND" IN CONFORMANCE WITH I" THICK STYROFOAM INSULATION BOARD SPACER/FILLER. THESE DRAWINGS AND A FOUNDATION "AS-BUILT" DRAWING THAT CERTIFIES CONFORMANCE WITH THE BARNSTABLE ZONING BY-LAW 4, TYPICAL INTERIOR PARTITION = 1/2" GYPSUM DRYWALL ON 2X4 5. CONTRACTOR SHALL NOT DEVIATE FROM CONTENT OF THESE YARD SETBACK AND OTHER REQUIREMENTS. (EXCEPT WHERE INDICATED OTHERWISE) WALL STUDS AT 16" O/C DRAWINGS. IS. PRIOR TO PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL WITH 2-2X4 TOP PLATE AND 2X4 BOTTOM PLATE. 6. CONTRACTOR SHALL SHORE,BRACE OR OTHERWISE SUPPORT ALL NOTIFY DIG SAFE, PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS FRAMING DURING CONSTRUCTION AS REQUIRED TO MAINTAIN INDICATED. STRUCTURAL INTEGRITY OF STRUCTURE AT ALL TIMES. 5. TYPICAL CEILING (EXCEPTED WHERE NOTE OTHERWISE) = 1/2" 1. DIMENSIONS INDICATED ON THE DRAWINGS ARE GENERALLY GYPSUM DRYWALL ON POLYVAPOR BARRIER AT WARM FACE TAKEN TO/FROM THE CENTERLINE OR EDGE OF MATERIALS, UNLESS (WHERE UNHEATED SPACE ABOVE) ON 1X WOOD FURRING AT 16" OBVIOUSLY INDICATED OTHERWISE. VERIFY FIELD DIMENSIONS O/C WITH R38 FIBERGLASS INSULATION, PROVIDE R30 PRIOR TO IMENSIONS OR BETWEEN FIELD AND DRAWING DIMENSIONS CARRYING OUT WORK: ANY ADJUSTMENTS BETWEEN FIBERGLASS INSULATION. FIELD DIM PROVIDE 5/8" TYPE 'X' GYPSUM BOARD DRYWALL AT CEILINGS INDICATED. SHALL BE MADE BY THE CONTRACTOR. DO NOT SCALE DIMENSIONS ro. TYPICAL ROOF = ASPHALT ROOF SHINGLES, MATCH EXISTING AND FROM THE DRAWINGS. MEETING 110 MPH WIND VELOCITY SPECIFICATIONS, ON ROOF SHINGLE UNDERLAYMENT PAPER ON 5/8" CDX PLYWOOD 8. SEE ALL NOTES ON ALL DRAWINGS. SHEATHING. PROVIDE 36" WIDE CONTINUOUS "ICE AND WATER S. THE CONTRACTOR'S RESPONSIBILITY SHALL BE TO PROVIDE MEMBRANE" AT ALL HIPS, VALLEYS, GABLE ENDS, EAVES AND ALL ADMINISTRATION, SUPERVISION, LABOR,MATERIALS, TOOLS, ROOF/WALL INTERSECTIONS AND ENTIRE LOW ROOF SLOPE AREAS, EQUIPMENT, INSURANCES, PERMITS, INSPECTIONS AND 1. TYPICAL EAVES/SOFFIT = DOUBLE ROOF SHINGLE BASE COURSE ON APPROVALS TO PROPERLY COMPLETE THE CONSTRUCTION ROOF SHINGLE UNDERLAYMENT PAPER ON CONTINUOUS 36" WIDE WORK INDICATED ON THESE DRAWINGS AND IN ACCORDANCE "ICE AND WATER MEMBRANE" ON CONTINUOUS PREFINISHED WITH ALL APPLICABLE BUILDING CODES, ALUMINUM DRIP EDGE ON 1X FASCIA. PROVIDE CONTINUOUS 3/4" 10. THE CONTRACTOR SHALL HAVE INSURANCE COVERAGE TO PROTECT AIR SPACE TO RIGID INSULATION BAFFLES AT EACH RAFTER BAY, THE OWNER FROM ANY CLAIMS FROM ALL WORK ON THE PROJECT. EAVE SOFFITS = 1X TRIM BOARD AND CONTINUOUS COR-A-VENT THE CONTRACTOR SHALL PROVIDE OWNER WITH CERTIFICATES OF OP5400 STRIP VENT. LIABILITY INSURANCE AND WORKER'S COMPENSATION INSURANCE PRIOR TO ANY WORK. MATCH AND ALIGN WITH EXISTING EAYE/SOFFITT. 11. ALL WORK SHALL BE PROPERLY COMPLETED IN A TIMELY MANNER 8. PORCH SOFFIT = TONGUE AND GROOVE BEADBOARD, RUN AND MUST CONFORM TO ACCEPTED INDUSTRY AND TRADE PRACTICES AND STANDARDS, PARALLEL TO BUILDING ON 1/2" CDX PLYWOOD SHEATHING. 12, ALL WORK SHALL BE DONE BY SKILLED TRADESMEN AND MECHANICS AND WHERE REQUIRED, BY LICENSED TRADESPERSONS. 13. THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED WITHIN LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS TO PROTECT THE SAFETY OF ALL PERSONS WORKING OR VISITING THE S SITE FOR THE DURATION OF THE PROJECT. DATE: I0/2-tI)J Th1a drawing and all inro ation P,E.STAMP: Q1A RESIDENCE FOR: SI-IEET TITLE: SHEET NO. SANDMARK DESIGN is a residential design service her.—1a tha re nor y� y� and is not an Architectural and/or Engineering firm, sand—k D-ign.� a � AMW.MW Sal Idm�r ��s i�T I CRISP RESIDENCE NOTES 4n or, rod-tlon, c These plans are Intended for dimensional and conceptual e"th d VlJnu1 - or ureuthorized uea 1.forbidden " ,y No.sme34, w �o almuth,Ma. - SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ lthout written_naem. ,1 P Q 67 PILOTS WAY Engineer for compliance to local building codes. &.p.Fight 2019 bendme k Deargn �.fs°j pi NOT TO SCALE CRISP BARNSTA MBLE, ' 1A. DRAWN BY: DATE 612 : A.E.J, 10/2015 r I SE0 FASTENERS SYMBOL COUNT 12 CMST-12 12 NOTE: 12 APPLY CMST-12 FASTENERS TO INSIDE BEFORE INSTALLING DRYWALL. Id N 11 I I SECOND FLOOR I 1�„ Ld �vri, HH, I I Q 5•-0" I I m ? k i 2x6 WALL NO. 3 34'-0" 2x6 WALL NO. 1 �,-0•, 11 N�,,Ld LLH W 1� Ll �[F,, ,, 11 JI I iLu 2x6 WALL NO. 2 2x6 WALL NO. 4 DATE 10/2l/15 SANDMARK DESIGN is a residential design Service Thle draining and all lec—t1— P.E.STAMP: ait't df-0C RESIDENCE FOR: SHEET TITLE: SWEET NO. hereon la the property or W. sG Sandmark Design and to not an Architectural and/or Engineering firm, sand�k veaign. e W. WALL SECTIONS These plane are Intended for dimensional and conceptual Any=may a•reprodootlon• ��a CRISP RESIDENCE or unauthorized uae is forbidden u 9F �, 1=almoUt}'1,Ma. rol PILOTS WA1' SCALE: JOB NAME: 4 =? use and should be reviewed by a qualified Architect/ O��gh�zol�saw�narkDealgn 9�FfasoIS1xntet �P 1/4'=1'-0" CRISP I Engineer for compliance to local building codes. M 5ARNSTABLE, I IA. 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DO NOT AS INSTRUMENTS CONSTRUCTION SERVICE AND ALL DESIGN f PLANS SCALE THESE DRAWINGS,THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE PRELIMINARY INFORMATION SHOWN HEREON 15 PROVIDED IN DIMENSIONS SHOWN. OWNER AND CONTRACTORS SHALL CONSULT APPLICABLE NO. RENSION DATE CONFIDENCE AND REMAINS THE SOLE PROPERTY OF BUILDING CODES TO INSURE THAT PLANS AND DETAILS CONFORM TO ALL IN SDOAR E E-n_os CONNOR BUILDING COMPANY. THE USE OF THIS REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH DESIGN AN0 TALL INFORMATION PROVIDED ON THESE CONSTRUCTION WORK AND SHALL NOTIFY CONNOR BUILDING Co.OF ANY 02 RAN RNSON ¢2-05 DOCUMENTS FOR ANY PURPOSE OTHER THAN THE HOlV1�S DISCREPANCIES BEFORE WORK IS PERFORMED. CONNOR BUILDING Co.SHALL NOT SPECIFIC PROJECT NAMED HEREON IS STRICTLY BE RESPONSIBLE FOR ANY ADDITIONAL COST OR STRUCTURAL PROBLEMS PROHIBITED WITHOUT THE EXPRESSES WRITTEN RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND DETAILS. CONSENT OF.CONNOR BUILDING COMPANY. R e I y Residence FA ®3 Connor Budding Co, Rnaronnc I� 35 ' 2r-r S-S• R _ b I Y-2 1 S+ 3'-Y V-5 1 Y ffi-Y s I/Y STORAGE O a , O DOWN 1 I ^�G MASTER BEDROOM �;_9 1 Y MASTER BATH i 1` Ell. 13 Dom OPEN DECK 3 y'Y S ST4AIR . _ _�__ CARNET i SHELVES I i S j. 20'-10 3 r - p-0' Y-2171N IY-YSECOND FLOOR PLAN s 1 5In' 51/2'SCALE: V4'- I'-0' WALK-INCLOSETOFFICEHALL i IY-Y Is S1 . i I ,, I � OP DOWN e --�- !BALCONY CLOSET CLOSET 'F7-21Y '-51 31(Y S I/Y 3rf2 Duns WARE I BEDROOM CHIMNEY � __- I CHIMNEY ! BATH III BEDROOM NI I 00 THIRD FLOOR PLAN SCALE: V1'• M1O' THE USE OF THESE PLANS FOR CONSTRUCTION OR ANY OTHER PURPOSE WITHOUT THESE CONSTRUCTION DOCUMENTS ARE PROVIDED PLANS WRITTEN PERMISSION FROM CONNOR BUILDING Co.IS PROHIBITED. DO NOT AS INSTRUMENTS OF SERVICE AND ALL DESIGN SCALE THESE DRAWINGS,THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE PRELIMINARY INFORMATION SHOWN HEREON IS PROVIDED IN DIMENSIONS SHOWN, OWNER AND CONTRACTORS SHALL CONSULT APPLICABLE NO. PENSION DATE CONFIDENCE AND REMAINS THE SOLE PROPERTY OF BUILDING CODS TO INSURE THAT PLANS AND DETAILS CONFORM TO ALL of sOWM DEM a-n_os CONNOR BUILDING COMPANY. THE USE OF THIS REQUIREMENTS, THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH 02 PUN REN50N 5-22-05 DESIGN AND ALL INFORMATION PROVIDED ON THESE HOMES CONSTRUCTION WORK AND SHALL NOTIFY CONNOR BUILDING Co.OF ANY DOCUMENTS FOR ANY PURPOSE OTHER THAN THE DISCREPANCIES BEFORE WORK 15 PERFORMED. CONNOR BUILDING Co.SHALL NOT SPECIFIC PROJECT NAMED HEREON IS STRICTLY BE RESPONSIBLE FOR ANY ADDITIONAL C05T OR STRUCTURAL PROBLEMS PROHIBITED WITHOUT THE EXPRESSED WRITTEN RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND DETAILS. CONSENT OF CONNOR BUILDING COMPANY.C R e SI E I1 C G, 104. onnor Scolding Co. 9/23/200S ' Q4 20 RAFTERS 4 4'OL 24 CELLNG JOIST 2dO RAFTERS 4'Olt 2m MLNG JOIST v/iAI•SHEAT4M N V2'SHEATHING _ IS 2A RAFTERS'IL•O.C. 1/2'SHEATHING M STUDS.U.O.C. III I� ✓VY SHEATHINGI 2"9T"SH.li'O.C. 1/2'SHEATHING 2'STUDS oz. /VY SHEATHING 1 - 1 :,�! I, 2K SILL PLATE / SILO SEAL MATERIAL 2d SILL PLATE W .. .. SILL SEAL MATERIAL- 2d S PLATE m/ SILLl SEAL MTERUL R 61 07 LH ET EZ RHROUGN BALCONY) - SCALE: VE-r-a' MAIN..HOUSE .. MAIN}HOUSE _ .CALF VH-rC SCAtEk VA'-f-0' THE SEPT.21.2005 USE OF THESE PLANS FOR CONSTRUCTION OR ANY OTHER PURPOSE WITHOUT THESE CONSTRUCTION DOCUMENTS ARE PROVIDED WRITTEN PERMISSION FROM BUILDING Co.IS PROHIBITED. DO NOT AS INSTRUMENTS OF SERVICE AND ALL DESIGN SCALE THESE DRAWINGS,THEYHEY MAY SECTIONS MAY NOT BE TO EXACT SCALE. USE ONLY THE CONTRACT SET INFORMATION SHOWN HEREON 15 PROVIDED IN NO. REVISION DATE DIMENSIONS SHOWN. OWNER AND CONTRACTORS SHALL CONSULT APPLICABLE CONFIDENCE AND REMAINS THE SOLE PROPERTY OF BUILDNG CODES TO INSURE THAT PLANS AND DETAILS CONFORM TO ALL 01 PLAN REVISIONS CONNOR BUILDING COMPANY. THE USE OF THIS i HOMES REQUIREMENTS �2REMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH DESIGN AND ALL INFORMATION PROVIDED ON THESE CONSTRUCTION WORK AND SHALL NOTIFY CONNOR BUILDING Co.OF ANY DOCUMENTS FOR ANY PURPOSE OTHER THAN THE DISCREPANCIES BEFORE WORK IS PERFORMED. CONNOR BUILDING Co.SHALL NOT SPECIFIC PROJECT NAMED HEREON 15 STRICTLY BE RESPONSIBLE FOR ANY ADDITIONAL COST OR STRUCTURAL PROBLEMS PROHIBITED WITHOUT THE EXPRESSED WRITTEN RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND DETAILS. CONSENT OF.CONNOR BUILDING COMPANY. Redly Residence Connor Sodding Co. - 9/23/1005 I I I : I I I a I f j 2d0 RAFTERS a IL'O.C. m/V2'SHEATHING I AD RAFTERS a IL'O.C_ 2AO RAFTERS•IL'O.C. - 12 u/1/2'SHEATHING m/1/2'SHEATHING �v / 12 2mt STUDS a IG'O.C. I / Q9 I� m/I/2'SHEATHING 9 N 2AO FLOOR JOISTS•IV O.C. ' 2dDFL0 OR JOISTS.m IL'D.C. 2mi STU •IL'O.C. . m/I/2.SHEATHING 2"5TUDS^IL'O.C. /1/2'SHEATHING t 2.L SILL PLATE SILL$EAL MATE R RIAL a/ 2 SILL PLATE SILL SEAL MATERIAL 2"SILL PLATE / SILL SEAL MATERIAL GARAGE, GARAGE A SCALE: V1'•I-P SCALE: 1/4'•1'-0' SECTION MASTER BEDROOM SCALE, V4'•P-0- SEPT.21,2005 THE USE OF THESE PLANS FOR CONSTRUCTION'OR ANY OTHER PURPOSE WITHOUT THESE CONSTRUCTION DOCUMENTS ARE PROVIDED SECTIONS WRITTEN PERMISSION FROM CONNOR BUILDING Co.15 PROHIBITED. DO NOT A5 INSTRUMENTS OF SERVICE AND AL_DESIGN SCALE THESE DRAWINGS,THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE CONTRACT SET INFORMATION SHOWN HEREON IS PROVIDED IN DIMENSIONS SHOWN, OWNER AND CONTRACTORS SHALL CONSULT APPLICABLE NO. REVISION 5Arz. CONFIDENCE AND REMAINS THE SOLE PROPERTY OF BUILDING CODES TO INSURE THAT PLANS AND DETAILS CONFORM TO ALL CONNOR BUILDING COMPANY. THE USE OF THIS QI PL/JI RSYLVONS CONNORREQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH DESIGN AND ALL INFORMATION PROVIDED ON THESE CONSTRUCTION WORK AND SHALL NOTIFY CONNOR BUILDING Co.OF ANY DOCUMENTS FOR ANY PURPOSE OTHER THAN THE HOMES DfSCREPANCIES BEFORE WORK IS PERFORMED, CONNOR BUILDING Co.SHALL NOT SPECIFIC PROJECT NAMED HEREON IS STRICTLY BE RESPONSIBLE FOR ANY ADDITIONAL COST OR STRUCTURAL PROBLEMS PROHIBITED WITHOUT THE EXPRESSED WRITTEN RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND DETAILS. CONSENT OF CONNOR BUILDING COMPANY. R I I I r I Residence eSidCnCe Connor Budding Ca. q/aO/coos 7 - • . ,6•NB'CONCRETE.-No YY-5I! " T- 5-51 r '.o .. _______________---------------------------------------------------- - ."A --_ -_ - I ^ I I CONTRACTOR TO STEP I ` ! 5� $PACING DF BFNi • ,f FOR BASEMENT WALLSOUIREO BANS TO YAipl L010NWNA B4R5 t I1 I'•'I I ,P COORDINATE FOOTING STEPS WITH EXTERIOR FINISHED GRADE x•_n• jI 1 _ I r�:1 D e'sl FOOTING STEP DETAIL _ {I _ - __ C scALE:s/a'aY-D' I 1 4 ,,,}. -t-: l 2-0'. _ •�1 '` --- ____ BEAM POCKET 4 I — — INTERIOR 2.4 W000 FOOTING2'MIN.IC PROVIDE I I 4 1 I ' �OVERPOUR SS TOI II'-T I ] 1 I r JO#4 BARS EA,WAY 56 I I TOP OF WALL I EWALLI •ALL L—J OFF FOUNDATIONNW ' ] IN FOOTING L J _ I HELD FRAMED01 1 2'-0'.2'-0'.P-O'DEEP I - I COLUMN FOOTING ITYP) J 1/2•CEMENT fIL1ID COLUMN I'�I I "I UP �y ]4' -- Y-5t/' 1 I CONTRACTOR TO STEP I 8• r_I_, I I 3 1 2" CEMENT FILLED COLUMN DETAIL FOOTING 1 WALL AS REQUIRED I B e 1 5 B SC 1 TOP OP WALL FOR.BASEMENT WALLS 1�t I ... 1 `__----- J (TYR.OF ALL DOORS) 16'MB'CONCRETE FOOTING L___ _____________ __________ I b 1 Y-I fIr .. ❑ CONCRETE LOAD BEARING - 1 t __ ___ __________ BUILDING WALL _ fL ' BEM POCKET FOUNDATION PLAN I I W-B]4- Is-D 1 4• i PRovu r LEDGE FOR BEVARW 1 STONE ACING ON OUTBDE _ T SLALE:V4'•Y-0' 1 I I I, i iTONE LED TO EXTEND 1'BELOW GRADE e' F1fVATIGV 1'OUImAT10N PlAN6 AND DETABS ARE I I I PROVIDED BY CONNOR HOMES AS A SERVICE CONNOR Nam MAKES NO - STRAIGHT WALL BEAM POCKET DETAIL THEFOUNDAsTO THE HOWNFORLO OF D _ THE FOUNDATION ANOPA'FOR LOCAL SCALE:J/�'.1'-O' ME CONDITIONS AND OR BIBOING CODE I I I 1 I :I B•, 2 3/4 - - I I I -_ - v SOMO TUBE J I" 1 2'V A2V.YV 1 ,j. e• J,.- I I ';I r_- DEEP COLUMN FOOTING ._ ... -. `.,.:.. ;%6PT .. aLATE SILL.P,LAIE. 2 P.T.T.S: I I. I I o . SILL SEAL b CONCRETE LOAD BEARING BUILDING WALL'p _ 1/2'DIAMTER ANCHOR BOLT • R°8 °° AT 4'-0'D.C. 1/2'DIAMTER ANCHOR BOLT AT L'-0.O.C. I 1 —°R °0 •N°8 S B• CONCRETE LOAD DEMING WALL °0 2 X 6 F.T. ILL PLATE (DESIGN LOAD:JOOOP°I) - ! FOUDATON COAT UP - . - 1/2•DUMTER ANCHOR BOLT AT 4'-0•0.0 I �� 1 I \.•• I u ° ..PERMEABLE BACK-FILL • 1 •.�I '� 2.4 0 16'O.C.SUPPORT WALL 4-0'C.C. M BASEMENT(BY OWNER). WALL `•' / I e YOO S TO BE FLOOR(JOISTS ABOVE.PLA R ALL TO I WOOD IN CONTACT NTH CONCRETE TO BE I I B'-Y 6'-f M-B y v o $ N PRESERVATIVE TREATED ANCHOR BOLT LAYOUT DETAIL o E SCALE:J/a•.,•_O. - I I I ,• L - }ROWS OF y4 REINFORCING BAR STEEL MASONRY WORK II Ai I I I L'. m I I BY OTHERS P° 0 - N t I C I I I I -I $ yJ RONFORCNG BM STEEL • 1 (J FEET ABOVE FOOTING) TWO MAHOGANY DECIDING h I rn 7q - 2.4 BPFPDb 0 16'Da FILTER FABRIC - K 0 a I 2.6 PT JUSTS � 0 — . E%PANSIQY JOINT I.B - 4'CONCRETE SLAB 2.8 PT 011 I 1 Db (DESIGN LOAD:JOOOp°i) - SiplE FACING ,I I I — Q. e• I "X I � - . ��� I •JS. &L POLY VAPOR BARRIER 4'FROST WALL AROUND I �' PORCH.PROVIDE 2'LEDGE FOR STONE FACING ON COMPACTIBLE STONE OR GRAVEL OInSBJE FACE.STONE LEDGE ,(COMPACT EVERY J INCHES) TO EXTEND 4'BE GRADE IB•XDB'CONCRETE FOOTING t -CON6IRUCTIOV NOTES '. (DESIGN LOAD:3500 FFI) I I L_____________________________________ _____ _ I I 1.ALL UTILITY BLOCKOUTS SIZES AND LOCATIONS p4.REINFORCING BAR STEEL WITH TO BE SUPPLIED BY GENERAL CONTRACTOR 24'LAPS AT CORNERS I I •. I I 2. ALI.FOOTINGS TO BE PLACE)ON —1 1/4'STONE UNDISTURBED SOIL 4'DIAMETER DRAINAGE PIPE C I -0• I - I - -- -- - - --- - - --- - .J ' - I i ----- ---- ----- --'"-- --------- --- ------- i O FOUNDATION WALL SECTION PORCH WALL DETAIL '• I' ""' '` I I P' scALe J/4'-r-°• F scAtE:J/a'-Y-D' I SEPT. 21,:2005 THE USE OF THESE PLANS FOR CONSTRUCTION OR ANY OTHER PURPOSE WITHOUT THESE CONSTRUCTION DOCUMENTS ARE PROVIDED i WRITTEN PERMISSION FROM CONNOR BUILDING Co.15 PROHIBITED. DO NOT AS INSTRUMENTS OF SERVICE AND ALL DESIGN FOUNDATION PLAN i SCALE THESE DRAWINGS,THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE CONTRACT SET INFORMATION SHOWN HEREON IS PROVIDED IN I DIMENSIONS SHOWN. OWNER AND CONTRACTORS SHALL CONSULT APPLICABLE No. REWSION DATE CONFIDENCE AND REMAINS THE SOLE PROPERTY OF BUILDING CODES TO INSURE THAT PLANS AND DETAILS CONFORM TO ALL CONNOR BUILDING COMPANY. THE USE OF THIS REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH n B- DESIGN AND ALL INFORMATION PROVIDED ON THESE HOMES CONSTRUCTION WORK AND SHALL NOTIFY CONNOR BUILDING Co.OF ANY DOCUMENTS FOR ANY PURPOSE OTHER THAN THE DISCREPANCIES BEFORE WORK IS PERFORMED. CONNOR BUILDING Co.SHALL NOT. SPECIFIC PROJECT NAMED HEREON 15 STRICTLY BE RESPONSIBLE FOR ANY ADDITIONAL COST OR STRUCTURAL PROBLEMS PROHIBITED WITHOUT THE EXPRESSED WRITTEN j RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND DETAILS. CONSENT OF CONNOR BUILDING COMPANY. R C I (� Residence 103 Connor Bur/ding Co. vinpos SYSTENf PROFILE NOTES LEGEND SEPTIC DESIGN: TOP FNDN. AT EL. 23.0• ACCESS COVER TO WRHIN 6'DF FIN.GRADE (NO•TO SCHn 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT.ALLOWED ACCESS COVER(WATERTIGNp To 1. DATUM IS NGVD Law "N,1,Pw WITHIN6'OF FIN.GRADE lobo EXISTING SPOT ELEVATION DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPDA 16.0• MINIMUM.75'OF LAVER OVER PRECAST 2R SLOPE REQUIRED OVER SYSTEM 30.0-32.0 2. MUNICIPAL WATER IS AVAILABLE j RUN PIPE LEVEL 2'DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. USE A 550 GPD DESIGN FLOW ••� / 100 PROPOSED CONTOUR 15.0' FOR FIRsr z' P SEPTIC TANK: 550.GPD(2) = 11_00 PROPOSED I500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 & 'x 100- EXISTING'CONTOUR GALLON SEPTIC 13 75• ,4 ITEE H-20 CHAMBERS �� USE A 1500 GAL SEPTIC TANK 14.0 TANK(N- 10) cAs -7� 8 42. 29'0 5. PIPE JOINTS TO BE MADE WATERTIGHT. WATERPROOF 28.59• USE A'1500 GAL. PUMP CHAMBER C7 C7 C7 O O O O O R¢B. uw 28.1T O O C3 E7 C] E7 O C7 E7 B. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: (_=s SLOPE) �ti Lnd3HQ1(TON[00 MLGUVI!G^I \ - �1 r1 1=T f'-T n n n G7 L7 ENVIRONMENTAL CODE TITLE V. ' _ SIDES: 2(56 x lt:) 2(.74) =.2C1 GPD COMPACTION. [z)) 2' O O 0 O E3 0 C7 O O 28.7T !.• DEPTH OF FLOW-4, t 1 z SLOP 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT '10 BL ' BOTTOM 57 z 11 (.74) = 464 GPD TEE SIZES L-z SLOPE) (- 0 3/4"TO 1 1/2" DOUBLE WASHED STONE USED FOR LOT LINE STAKING. TOTAL:. 899 S:F. 665 GPD INLET oEPTl1-1R_ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40=4" PVC. OUTLET DEPTH= t a" LOCUS MAP USE (3. SST GAL. LEACHING CHAMBERS(ACME OR EQUAL) PUMP 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT WITH 3.0' STONE AT ENDS AND 3.1' AT SIDES FOUNDATION-3p' ST 1' CHAMBER - 360' D'BOY -27' FACILITY 7.17 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED NOT TO SCALE FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 217 PARCEL 24 - MA LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR APPROVED DATE BOARD OF HEALTH •P BOTTOI.+ TH 2 EL. 19.0' TO COMMENCEMENT OF WORK. Al2UEL 112 ANDNCFEMA FLOOD ZONE TEST HOLE LOGS OLD DUCK ®n, .D ENGINEER: A• H. OJALA, PE SALT MARSH �, /� ;\f WITNESS: ED BARRY(BOH) ALARM AND CONTROL PANEL DATE: 5/22/01 < 2 MIN/INCH TO BE INSTALLED INSIDE PERC. RATE _ - - =_ram- _ - lacy BUILDING. ALARM TO M U t. I 9986 yl ---at681' AT!OTI uNE / `ATE SEPARATE CLRCUR FROM PUMP CLASS SOILS P 92 d3 II ` ' EOGE '-__ ''e ..```PROP. Rol OF /.� ,/Y•i�'+ `� _ 1 ELEV. 2 37 � -_AIL , /,Y: ;1 4 4 60 0" 32.6' p^ ORG/LOAM Zf o • '� -- _ _--- , -___' I I `,M-, INV. IN 13.7' AM NsulT. U.S." rO,/R 2tm.1r¢ T TRAIL , : G%LOu u, i le• 2" PRESSURE LINE YR , 2 10YR 4/2 --- --------- - 0 1500 GAL H-1C 9 T 9" B. -iesHD DeGTRAIL BUaa "- c� {----- "Or'6 `B, 700 GAL.+ SLOPE TO DRAIN BACK TO PC B RESERVE WEEP HOLE B ROODZONE A EL.12 - , %,� ALARM ON / ` - a FLOAT SWITCH 1 /LS uNSuli LS / ------A-- . "��'-- ` /� '� ` SETTINGS: PUMP ON CHECK VALVE 2.SY 6 6 �/ uNsulr. 6.5"WORKING RANGE B• 28" / 30• 2.SY 6 6 N -�0 i�O- a o• 'PRGp.5 ER `a22- `` d2 - - 6.5" „ SUBMERSIBLE MYERS 5/2 HP PUMP C1DWEL C1 -�--- At ',� TS➢H-m.o ` PUMP OFF 11•' SYSTEM (OR EQUAL) LS / n _ LS APPROVED FOR 28 5 TDH NsulT uwsulT. •L�FOOIPPAATN(TO BE. - " �� 1 B'S. �.` o000 2.SY 6/4 s u a p, 1 Avy NEo BY.MG \ �A 1 �- TERPRO(� 6D z7.6' 72" zs.o' pe `4 00 00 �//. �� v� o00 o0 2.5Y 6/4 9 1 Exl6r:xtu - - •,%- , _• 'Y ®5 PUMP CH 4N.L ER, G2 i . C2 \. 0 (NOT TO SCA L) PERC MED/COS MED/COS __: - 'T I '�_ d/�',� \✓ ' qi /A '�• 2/5Y 5/4 2/5Y 5/4 20.6' 144" 19.0' 95 d� NO GROUNDWATER ENCOUNTERED I ISOLA 0 WETLAND �/ -- "/ O1N SEwrF ANC WARP urwLS N . \8 1 //•�� / BE CIA.1.PRF59JPE 1`E PRPP PAD 00c ..-` TITLE 5 SITE PLAN r�1GP_stunc!x coN?Rai� �• -\` \ o LOT 1 \ \-'--"-""-- - .o`p`.` d�1` \\\ 0 4.6t ACRES \_----\ , \ 1 "p B.\ - OF es LOT 1 PILOT'S WAY � gC BARNSTABLE 11 11 \ re 1Mu�roaof\` `.___`_-_` PREPARED FOR TOM REILLY `'--- ' -- III L REV.MAR 11 2005 `?B , REV.SEPT.26.2005 _i 11N - - PROP.`BARN 1 I' '______________ ) 9t _ I 1 Lc REV.OCT.S.2000(BARN) DH FND '\ t 1 },, d12 REV.NOV.2.2005(MOVE ST) m _-_C' ®TM1 1 I `"�'^ - \ Scole:1'=40' ..6 ' •--A?' --_ d13 \' 11 - O ` ---------- 2.' `` `�` 0 20 40 60 SO 1Do FEET / 29 I %Access ' o.1 1 _SEM` - ry T l' f BONCHMARIC SW 1 1/� off 506-562-4541 AT 0..29 EMS{{��NG STOP I -- AR)IPIC SIGNS&____ im 506-362-9860 .MASS. BAY down cape engineering, Inc. .- - - E%IsnNG CROSSING TRANSPORT (ASPHALT h R.R.RE) �,.�}N OG'�cc, "�•w,,,� ( CIVIL ENGINEERS zsB.B.r AUTHORITY ARNE V LAND SURVEYORS clv 939 main St. yarmouthport, n9a 02675 DATE 4Ess oNAL�" Kas e Of-008• ' Ot-008_SP t� 3'-6" BOXED OUT RAKE 212 - \Y❑ 0 T __ 12 -- - - /--1" X 8" RAKE TRIM o 111/1" X 3" RAKE TRIM (TYP) - -- 12 I,x - - 1_ 1— I I ❑❑ ❑❑ SIDING SY OW _NER , ❑❑'' ``�❑ _ 1 - - ANDERSON 200 SERIES 36" X 54" (BY OWNER) _s ' TRIM OUT -. -T - ---------- FIRST FLOOR ELEV.:_ 0) o FINISHED GRADE G7 4 CONC. SLAB O - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - ---------------� , 52 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J A EF3 FRONT ELEVATION DATE: 10/26/15 SANDMARK DESIGN is a residential deal n service Thle dr-Ire arcs all inrormauon P,E.STAMP: RESIDENCE FOR: SHEET TITLE: SHEET NO. n g hereon le fhe property ov �11 �8 y� /y Y1 and Is not an Architectural and/or Engineering firm. Sandmark Dealgn. G Sal Idmark Deg i!@ I CRISP RESIDENCE FRONT ELEVATION Any copy l reproduction, — W _.l V These plans are Intended for o dimensional qualified and conceptual or unauthorized use le forbidden VIA �� Falmouth Ma. C6-1 PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qual(fled Architect/ trout written==roent. yNa.30193 a Engineer for compliance to local buflding codes. ©Copyright 2013 Sandmark Design F�rSTEP��Q 1/4'=I'-O" CRISP �Ssro BARNSTA$LE, MA. DRAWN 5y: DATE: //� /� A.E.J. IO/2015 1.a r I I i i 7- 7 _ I FIRST FLOOR ELEV. - — — — —FINISI-IED GRADE I I I 40-0" I I - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - .I RIGHT SIDE ELEVATION DATE: 10/26/15 i This drawing and all mrormmlon P. E.STAMP: iH of at RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMARK DESIGN is a residential deeign service hereon la the —n prop of a` "-^a y� s y1 and to not an Architectural and/or Engineering firm. landmark Dealer. 4 /WtwONY Sal Idmark pss 1!e 1 CRISP RESIDENCE RIGHT SIDE ELEVATION �.. These plane are Intended for dtmenatonal and conceptual "y"�OF.rep od°cuo J J or urieuthorized use la forblddan o.3019 Falmouth Ma, ro-1 PILOTS WAY SCALE: JOB NAME: IM Ithout written conaerl. q N0.90193 O ,� use and should be reviewed by a qualified Architect/ Engineer for compliance to local building codes. ©Copyright 2013 Sandnark Design �`Fss�STEN �e BARNSTABLE MA, I14=t-O' CRISP 52 DRAWN BY: DATE: A.E.J. 10i2015 12 5.5 I" X 8" RAKE TRIM - - W/1" X 3" RAKE TRIM (TYF) _ 12 12 a - - T- ANDERSON 200 SERIES 36" X 54" (BY OWNER) —T i- TRIM OUT I _ _1 —- — - r i -- T� - --I - 5' X 8' GARAGE DOOR ANDERSON 200 SERIES (BY OWNER) 1 6" X 54" (BY OWNER) RIM OUT ILI i T i I -_FIRST FLOOR_ELEV_ - FINISHED GRADE O 4" CONC.' SLAB " 34'-O" 1 10' — ------------- — - - - - - - - - -- - - - -- - - - - - - - -- -- -- - - - - - - - - - - - - -- - -- - - - - - - - - — — -- — — — — - — — — — — — — — — — -- — — — — — — — — — -- — -- — — — — — — - — — — — — — — — — — — — REAR ELEVATION DATE: 10/26/15 Thle dre ing end all Offormatlo P.E.STAMP: �tA Of 4'4 RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMARK DESIGN is a residential design service hereon 1e the properly or dta as4` ""'HONY Sandmark Ides i en CRISP RESIDENCE and is not an Architectural and/or Engineering firm. eendmakDeelen N REAR ELEVATION These plans are intended for dimensional and conceptual A�copy er,dpum u forkp y T p p o eutho lzed use le forbidden pN0,50193 p 1=almouth Ma. 6 I PILO 1 rJ WAY SCALE: JOB NAME: use and should be reviewed by a qualtFied Architect/ �opynght 201.9 8andw*Deelgn r aC,S1EPatte 1/4'=1'-O" CRISP Engineer for compliance to local building codes, aro,,� BARNSTABLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 _ I FFF FF�i -- 1 1:1 - El SECOND FLOOR ELEV. --- - I —-—-—-—-—-—-—-—-- - I l l FIRST FLOOR ELEV. - FINISHED GRADE 40'-0" - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -- -- - - - - - - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - -- LEFT SIDE ELEVATION NOTE: SIX NEW WINDOWS AND DOOR SEE DRAWINGS 6+4EET 65, 56 8 51 FOR LOCATIONS DATE: 10/26/15 Thie drawing end ell inFormation P.E.STAMP: RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMAR►C DESIGN Is a residential design service hereon is the properly of t 0` "s; and is not an Architectural and/or Engineering firm. S."dnerkDesign. ANTHONY °:N Sandmark Idesien CRISP RESIDENCE LEFT SIDE ELEVATION These plans are Intended For dimensional and conceptual any copy or,reproduction, _ W.PLIZGAL a ineuthorter, use la Forbidden �11 No,3o1193 O ti FalmoUth,Ma• 6l PILOTS WAY SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ rthout written consent. ;5 9� , Engineer for Compliance to local building codes. ©" 'ghtO1�sandmerk Design °ofsc'sit� `Q BARNSTABLE MA. 114'•1'-0" CRISP 84 DRAWN BY: DATE: A.E.J. 10/2015 IF--PROVIDE J-BOLTS 24" O.C. THIS LOCATION - 10'-O" it-O" NOTE: 1. 5/8" DIA. SILL PLATE J-BOLTS W/ 3" X 3" X 1/4" PLATE, 45" O.G. AT ALL FOUNDATION WALLS UNLESS NOTED OTHERWISE. SEE FOUNDATION NOTE 9 ---p-------o .- ------------- ---:--- -- _ y I ON SHEET $11 ._____ _ ________________________________'_______ _ L—DROP FOUNDATION WALLI a 12" AT GARAGE DOOR ' 6� 3 - J-BOLTS THIS LOCATION I STAIRS THIS LOCATION 10" OR 12" SONOTUBE ON 24" DIA. BIGFOOT FOOTING p a (TYP) 10" POURED CONCRETE I J-BOLTS (SEE NOTE 1) p' FOUNDATION WALL W/ • 24" X 10" CONT. GONG. FOOTING (TYP) D 4" CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT a 3,500 PSI o� I m 6 mill POLY VAPOR BARRIER o� I COMPACTED GRANULAR FILL ° 4" CONCRETE SLAB c/w Q FIBRE MESH REINFORCEMENT 3,500 PSI NOTE: I 6 mill POLY VAPOR BARRIER SEE SHEET 610 FOR COLUMN COMPACTED GRANULAR FILL P6 ANCHOR BOLT DETAILS AND .•a BASEPLATE DETAILS AND o .� 1p" A Sg SHEET Sro FOR COLUMN S8 LOCATIONS. 'v. DROP FOUNDATION WALL i 12" AT GARAGE DOOR `n DROP FOUNDATION WALL 12" AT GARAGE DOOR ° X- QL----------------------------------- -------------------------------------- ° — — — FASTENERS SYMBOL COUNT - ---- ----------------- ------------ ---- 1711�— SEE DETAIL 8 10'-9" ON SHT SS PROVIDE J-BOLTS PROVIDE J-BOLTS 24" O.C. THIS LOCATION 24" O.G. THIS LOCATION FOUNDATION PLAN DATE: 10/2-1/15 Thlo drawing and ell Inforeation P.E.STAMP: �!,Y.Or Mir SANDMARK DESIGN is a residential design service hereon In the o en or ti" Ji RESIDENCE FOR: SHEET TITLE: v pr p y SHOT NO, and is not an Architectural and/or Engineering firm. sandmark�eal " aon'v = �cBeJ1 n CRISP RESIDENCE gp b andmark g FOUNDATION PLAN a"J Dopy or,reprodu=tion, w. These plane are Intended for dimensional and conceptual vtrzcn nauthortzad use le Forbidden MO.80.93 o H use and should be reviewed by a qualified Architect/ ithout written consent. V 9F P�Q I=almouth,Ma. rol PILOTS WAY SCALE: JOB NAME: Engineer for compliance to local building codes. ©copy Igh soy sandmark De.lgn 9o�FSSO19 t�tPt� I/4'=1'-O" CRISP SARNSTABLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 NOTE: 1. SEE SFEET SIO FOR COLUMNS, COLUMN ANCHOR WINDOW By OWNER - BOLT DETAILS AND BASE PLATE DETAILS. Lnn (WALL NO. 3 SEE SHEET 513 ) I DOOR i Q ADD CMST-12 TO BOTTOM OVERHEAD DOOR I OF FLOOR JOISTS BETWEEN BY OWNER ---- STEEL BEAMS AS SHOWN TO STEEL BEAM ABOVE U PROVIDE CONTINUITY. W12XI61 OR W1roX56 -—-—-—-—-—-—-—-—-— ------------------ O 2x6 SIDING EXTERIOR WALL: w 2 I p SIDING BY OWNER to 1/2" PLYWOOD SHEATHING - w STEEL BEAM _—-— —-— lll 2x6 STUDS B 16" O.C. 4 to Q R21 GATT INSULATION 6 mil POLY V.B. Z 1/2" DRYWALL J TAPED A SANDED STEEL BEAM ABOVE W12XI61 OR W16X96 3STEEL BEAM — — — — — — — ° 0 o A W Z O O I �� STEEL BE _-___-_-_-_-_-_ 07 J 4 STEEL BEAM ABOVE W12XI61 OR W16X96 ------------4- ----------------------------------i 51z° STRAP LOCATION - SECOND FLOOR 4 OR10�O.H. FASTENERS SYMBOL COUNT I2'% � I � DO �' CMST-12 8 in WINDOW BY WINDOW BY OWNER (WALL NO. I SEE SHEET S13 ) I OWNER in — — 6'-0.' oil FIRST FIRST FLOOR PLAN DATE: 10/2-1/15 j SANDMARK DESIGN is a residential design Service Th�lea 11,i h.P'all It ometlon P.E.STAMP: f, p RESIDENCE FOR: SHEET TITLE: SHEET NO. and is not an Architectural and/or Engineering firm. S_d_k Denipn �`Na Sandm�r�C Design g� CRISP RESIDENCE g g g * r FIRST FLOOR PLAN wry copy or,reproduction, p These plans are Intended For dimensional and conceptual �` Falmouth Ma, 61 PILOTS WAY neuthorized use ie ronbldden N. SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ nhout rwittenight 2 cone.,.. %JZGA Engineer for compliance to local building codes. �opynght 7013 6endmmk Design �9Flb.30193�oQH 1/4'-1'-0" CRISP 5ARNSTA5LE, MA. DRAWN BY: DATE: FS �NOt� /l f/ A.E.J. 10/2015 + 34'-0" 10'-011 s WINDOW SY OWNER O ao I I I I I o STORAGE AREA 4'-0" o , _ I I 2" x 12" RIDGE BEAM p I ROOF OF SHED I O A I I A LJ'S 4 2" X 4" KNEE WALL I CJ8 O I _ I i I r I I I I 11-On 17-0" 34'-0" SECOND FLOOR PLAN LIVE/STORAGE LOAD - 40 pef DATE: 10/2-1/15 1 ' I Thle drawlne and ell I"r—tlon P.E.STAMP: RESIDENCE FOR: SHEET TITLE: SWEET NO, SANDMARK DESIGN is a residential deafen service hereon le the property or 'tiN D1 Nos and is not an Architectural and/or Engineering firm, 8—quirk Dealgn, e ANIN01.1 d�', Sandmark Design CRISP RESIDENCE SECOND FLOOR PLAN dr copy 1 reproduction, - These plane are Intended for dimensional and conceptual or unamFw ized uae in ro bidden o atzoA = Falmouth Ma. 61 PILOTS WAY SCALE; JOB NAME: use and should be reviewed by a qualified Architect/ without wrltten�onseM. yNo.W193 o ti � Engineer for compliance to local building codes. ©Copyright 2013 Sand—k Deelgn 9of"0,5�Ep\a�Q 5ARNST,45LE MA, 1/4=1-0 CRISP sSi r DRAWN BY: DATE: A,E.J. 10/2015 NOTE: 2 - 2"XIO" IF STAIRWAY IS POSTED DOWN TO SLAB BELOW, OTHERWISE PROVIDE 3 - 2"XIO" IF STAIRWAY IS HUNG FROM SECOND FLOOR. 2'X 10"RIM BD 2 - 1 3/4" x 9 I/4" VERSA-LAM 2,0 3100 BEAM FULL LENGTH 2- lo" OF BARN BELOW KNEE WALL. 1,0[d LTo o. (MIN. BEARING LENGTH X EACH END - 4") 1 2" X 12" RIDGE BEAM SEE DETAIL I ON SHEET 59 �-5`FEEL_BEAMS W12XI61 OR W16X96 2" X 10" DORMER 1 F R'OI Tia 6"o. . NOTE: RAFTERS A 16" O.G. 2 SEE SHEET SIO FOR BOARD 10 NAILER NAILER DETAIL ON TOP OF 2" X 10" RAFTERS W-FLANGE BEAM 12 a I6" O.G. r _ x1 L 1 2" X 6" 2" X 6" TIE 2" X 8 "g 16" O G 2 - 1 3/4" x 9 I/4" VERSA-LAM NO LIVE LOAD/ 2.0 3100 BEAM FULL LENGTH 0 16" O.G. o 16" O.G. OF BARN BELOW KNEE WALL. Y(SH SIO) / STORAGE �RfBGLEVVD, (MIN. BEARING LENGTH EACH END = 4") 2x FIT L I T m 16' o PRE-FINISHED ALUMINUM SOF 4'-0" 10'-4�s° W/ EQUALLY SPACED VENTS , ' ROOF BEYONp 2" X 10" RAFT S E FOREGROUND _ I a 16" O.C. ' O 2" X 4" KNEE WALL 3 - 2" X 10" 2'X 10"RIM BID ,'/ �p P.T, HEADER (� 12 2x10 FLOOR JOISTS°I6" SECOND FLOOR FRAMING PLAN __?ND FLOOR, __ 6 7 2 X8 ® 16 O.G. NOTE: LIVE/STORAGE LOAD = 40pef — NOTE: SEE SHT 56 FOR CMST STRAPS 2" X 8" LEDGER 2x6 EXTERIOR WALL: (TYP) 3 - STEEL BEAMS 2x6 STUDS B 16" o.c. W12 X 161 OR W16 X 96 I 21 TRDS - 22 RISERS BOARD 12" OVERHANG H.G. W/ 1/2" CDX/WSP PLYWOOD H.C. SHEATHING NOTE 1 I 10'-0" R21 F15REGL INSULATION fo mill POLY V.B. - O aTp 1/2' DRYWALL -- ci TAPED d SANDED 5' x 8' OH t t I cTn 0 p DOOR (BY OWNER) = 6" X fo" P.T. ® @ POSTS _ FINISHED H.G. W.C. 'tc' GRADE w 0 v SEE FOUNDATION PLAN SHEET 85 x O IO" d Q x TOP OF FOOTING 13 N NOTE I 2" X 6" EXTERIOR WALL O 16"O.C. PROVIDE 2" X 4" BLOCKING SONOTUBE ON A 24" O.G. AT ALL EXTERIOR WALLS. 24" DIA. BIGFOOT 34'-O" FOOTING SEE SHT 510 ' H.G. H.G. ROOF FRAMING PLAN FASTENERS SYMBOL COUNT HURRICANE CLIPS I t'O CROSSECTION A-A (TOP PLATE STRAP)- DATE: 10/21/15 SANDMARK DESIGN le a residential design service Thla drewing and all 1nformatlon F.E.STAMP: RESIDENCE FOR: Sa.IF_FT TITLE: SHEET NO. g haraon la the property or al"`•ST' SC1�''IdmC1r�C 1�e8 i 1''I CRISP RESIDENCE and is not an Architectural and/or Engineering firm. �Data �� FRAMING PLANS AN copy a,reproduct1—, ' These plane are intended for dimensional and conceptual of urouthorlall "aa 1a fcbiddan Falmout#�,Ma. 61 PILOTS WAY use and should be reviewed b a qualified Architect/ tthout w loan con°a n. SCALE: JOB NAME: Engineer for compliance to local building codes. ©Copyright 2015 Sardmark Dealgn F,.so'sp�Q BARNSTABLE MA. 1/4'=I'-O" CRISP DRAWN By: DATE: / �/ /1 V A.E.J. 10/2015 „ J PRE-MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE \OF ROOF 2 x 66 16" o.c. WALL SECTION W/R21 INSUL 5/8" DIA. ANCHOR BOLT ROOF RAFTERS 2X6 P.T. 2-2X SILL PLATE ON GASKET ADD 2" X 6" BLOCK i, °: 6 BOTTOM PLATE FASTENED TO FOUNDATION WALL WITH AT EACH RAFTER a SILL ASPHALT ROOF I/2" DIAMETER ANCHOR BOLTS AT 8"O.G. SHINGLES 10" CONCRETE WALL: _ DAMPROOFING (2) H2.5 4 n .'o • I=III—II 2 DOUBLE ROWS III II III°° a "=11111 \ OF • 4 REBAR EQ. SPCD III .o �G• 4" POURED CONCRETE SLAB PLATE DETAIL ON UNDISTURBED SOIL -- RAFTER CONNECTION DETAIL 2 ° KEEP SHEATHING MIN. 1-1/2" =11111111 ° D FROM PEAK TO ALLOW FREE RIDGE BEAM AIR PASSAGE (SEE PLAN FOR 10" x 24" SIZES) CONCRETE FOOTING RIDGE VENT DETAIL CONCRETE FOUNDATION WALL 3 INSTALLATION AND SV (a) H4 WHERE SHOWN NAIL TOP PLATE TO HEADER FLASHING AS PER WITH TWO ROWS OF 16d NAILS g 3' O.C. MANUFACTURER'S INSTRUCTIONS ji 3 - 1 3/4 X 9 1/4 VERSA-LAM (2) LSTA PER OPENING 2.0 3100 BEAM EXTEND TO TOP PLATE DETAIL +� \ / WHERE POSSIBLE. (SEE DETAIL A) CMST-12 STRAP \ / EACH LOCATION 3-2 X b \ / ENDWALL 1/2" CDX SHEATHING TYP BOTH SIDESSTUD / \ / WINDOW OPENING OR / \- ® ® CON EECTED TO SINGLE/DOUBLE DOOR / HOLD DOWN AT TRIPLE ® TRANSFER SHEAR x / CORNER STUDS. (SEE DETAIL 8) ® _ (2) 16d COMMON / ® NAILS 6 6" O/C ° n °^ ° c °e G °•t °e ° a °e °e ° °• °e ° an•° .aGa .�G'a .�G•a .�Ga .eG•a .�G'a .aG'a ��Ga .°G'° .�G' °n.. a FINISHED FLOOR HEADER DETAIL FOR WINDOW GARAGE DOOR DETAIL DETAIL B (HOLE) DOWN DETAIL) AND SINGLE/DOUBLE DOOR ( 2 LOCATIONS) DATE: 10/25/15 (TYPICAL 6 LOCATIONS) (SEE BHT 55) Thl.drawirg and all inr—tlon P.E.STAMP: Or M RESIDENCE FOR: SHEET TITLE: SHEET NO, ereon SANDMARK DESIGN Is a residential destgn service h is the property or `" "ss' I and is not an Architectural and/or Engineering firm, sand—k Deaign, oe AA11 m Cra �aT Idmar' '��OQ�1 V11 I CRISP RESIDENCE FRAMING DETAILS These plans are Intended for dimensional and conceptual A y or,rep oduetlon, g w. `.l or urieuthorized we is rortidden PLIZGA SCALE: JOB NAME: use and should be reviewed b a ualiFted Architect/ lthowt written noriaent. yNo•9pt83 N FalmOuth,Ma, 6-1 PILOTS WAY y q copyright]ois sand—k Deagn O�FC,STt �P_ NOT TO SCALE CRISP SIB Engineer For compliance to local bufidtng codes. `ssfall BARNSTABLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 a : h - --- --- - — - ------- ------------ (TYP) FROM EN 1/2" DIA. BOLT EA. SIDE 2" X 10" FULL LENGTH D _ CEILING I T 3" 4 O" O.G. MAX. JO S S OF 2" X 10" BOLTED TO TOP OF W- FLANGE SEAM- SIMP50N HI CLIP O. STIMIDSON BEAMS - CI PER JOIST) BCS P05T CAP - P. T. P05T WIZ X 161 OR SIMPSON ABU POST BASE Wlfc X 96 ANCHOR BOLT PLAN VIEW W— FLANGE BEAMS 10" OR 12" 60NOTUBE ON 2" X 10" CENTERED ON TOP 24" DIA. BIGFOOT FOOTING OF W- FLANGE BEAMS • �'° (SEE DETAIL ABOVE) i °Da• u p;o W12 X 161 OR Wlro X 96 10" WALL FOOTING DETAIL NOT TO SCALE ALL AROUND 5/8" DIA. J-BOLTS W/ SB TUBE STEEL 1/4 CTYP TOP t BOTTOM) 3" X 3" X 1/4" PLATE 8"X4"XI/4' W/ 12" EMBEDMENT INTO e CONCRETE WALL (TYP) - . � PLATE I/2" X 5 I/4" X 14" CONTRACTOR TO BLOCK SPACE BETWEEN TS 8" X 4" W TUBE STEEL o AND 2" X (o" STUDS EACH It C ENTE l/4" SIDE AT 4'-0" O.G. MAX. ENTERED ON o PLATE x X ALL AROUND 2" X 6" WALL (TY TOP e BOTTOM) PLATE 1/2" X 5 1/4" X 14" I/4 P DIRECTLY ON CONCRETE STUDS (TYP) 2 5 8" (TYP) WALL BEFORE 2" X b" WALL STUDS G G FLOOR SLAB SECTION X—X 10" FOUNDATION WALL ° ° ° HORIZONTAL 2X BLOCKING F - - c a NAILING THE PLYWOOD EDGE SHOULD BE PROVIDED WITHIN •° G•° G•° G•e Gn 48" OF THE CORNER. ° ° G 0 0 . WALL SECTION Y—Y AT STEEL BEAMS (TYPE PLYWOOD BLOCKING DETAIL G Thee draWl and all mforme Ion P. E.STAMP: ��""`4'4" RESIDENCE FOR: SHEET TITLE: SHEET NO, SANDMARK DESIGN is a residential design service n9 g hxeon le tie ProP "J ! yN. Sandmark STRUCTURAL STEEL r ANTNONY ��Ogjgn CRISP RESIDENCE and Is not an Architectural and/or Engineering firm. Sandmerk Design. � w. ._ J Any copy of•roproduction, o p'301 - / r A y BEAMS AND DETAILS a These plans are Intended For dimensional and conceptual or unauu,orized use le farbmdan � ,p No.3ot93�o H " F81mOuth,i"la. �, PILOTS wA I SCALE: J08 NAME:use and 1 Engineer forshould ompliance to localabuildingc desitect/ ©CC pty�lght 20I3 SMd-ark Deelen �oFSS `�c NOT TO SCALE CRISP BARNSTABLE, MA, DRAWN BY: DATE: A.E.J. 10/2015 NAILING SCHEDULE BOx GNDTPNEUnBA c NAIL� EO IVA ENT DO E ER AN�CgJAL OREGREA ER EN TN FOUNDATION NOTES: ENERGY CODE REQUIREMENTS TOTNE—F—OOPIMON NAIL. AT BEB B.TINTED J—s OTHEQL—NOTED. NUMBER OF NUMBER OF NAIL JOINT DESCRIPTION COMMON NAILS BOX NAILS SPACING 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL OGGURING MEDIUM BUILDING COMPONENTS: COARSE SAND HAVING A MIN. BEARING CAPACITY OF 1 1/2 TONS ROOF FRAMING PER SQUARE FOOT, MECHANICALLY COMPACT BOTTOM OF ALL 1. WINDOWS AN>)QER5 O D RS = U,35 BLOCKING TO RAFTER (TOE NAILED) (2)ad (2)ad EACH END EXCAVATIONS BEFORE FORMING FOOTINGS. 2. CEILING R-VR FIBERGLASS INSULATION. 3, WOOD FRA =R21 FIBERGLASS INSULATION. RIM BOARD TO RAFTER(END NAILED) (2)I6d (2)I6d EACH END 2. ALL CONCRETE SHALL BE "READY MIX" TYPE, COMPLYING WITH 4. FLOOR OV T = RlS FIBERGLASS INSULATION. ACI 301 AND 318 REFERENCES AND WITH A STRENGTH OF 3500 5. EXTERIOR SHALL HAVE A I" THICK WALL FRAMING PSI AT 28 DAYS. "STYROFOALA N BOARD FILLER, TOP PLATES AT INTERSECTIONS(FACE NAILED) (4) Ibd (5)I6d AT JOINTS 3, ALL REINFORCING BARS SHALL BE GRADE 60 COMPLYING WITH THE CONTRACTOR SHALL: STUD TO STUD(FACE-NAILED) (2)16d (2)Ibd 24"O/C ASTM A-615 REFERENCE. HEADER TO HEADER(FACE-NAILED) ,I6d Ibd I6"O/C ALONG EDGES 4. PROPERLY GROUND ALL REINFORCING STEEL AS PER CURRENT 1. PROVIDE THE RESCHECK CERTIFICATE OF COMPLIANCE. FLOOR FRAMING ELECTRICAL CODE REQUIREMENTS. 2, DEMONSTRATE CODE ACCEPTABLE ENVELOPE AIR TIGHTNESS LEVELS BY VISUAL INSPECTION. JOIST TO SILL,TOP PLATE OR GIRDER ROE NAILED) (4)8d (4)loci PER JOIST 5, COORDINATE WATER, ELECTRIC, GAS AND SEPTIC SERVICE 3. PROVIDE THE MECHANICAL SYSTEM DESIGN CRITERIA,4. PROVIDE HVAC AND DHW SIZES AND:EFFICIENCIES, BLOCKING To JOIST(TOE NAILED) (2)ad (2)loci EACH END ENTRANCES AS REQUIRED, 5. PROVIDE A PROGRAMMABLE TYPE FURNACE THERMOSTAT. BLOCKING TO BILL OR TOP PLATE(TOE NAILED) (3)Ibd (4)Ibd EACH BLOCK 6, NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN SOIL 6. PROVIDE SEALED DUCTWORK WITH MASTIC OR UL-150/181 RATED TAPE AND CODE ACCEPTABLE DUCT LEAKAGE LEVELS LEDGER STRIP TO BEAM OR GIRDER(FACED NAILED) (3)8d (4)I6d EACH JOIST -1. ALL POURED CONCRETE FOUNDATIONS SHALL BE IN ACCORDANCE FROM DUCT LEAKAGE TEST OR PROVIDE A SYSTEM COMPLETELY JOIST ON LEDGER TO BEAM(TOE NAILED) (3)ad (3)IOd PER JOINT WITHIN A CONDITIONED SPACE. WITH INTERNATIONAL RESIDENTIAL CODE R401 E R408 'L PROVIDE HIGH EFFICIENCY LAMPS AT 50% PERMANENTLY BAND J015T TO JOIST(END NAILED) (3)I6d (4)I6d PER JOIST 8. DAMPROOFING IS t0 BE PLACED IN STRICT ACCORDANCE WITH INSTALLED LIGHTING FIXTURES. BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) (2) 16d (3)I6d PER FOOT MANUFACTURERS SPECIFICATIONS, ROOF SHEATHING(WOOD STRUCTURAL PANELS) 9. FOUNDATION WALL PLATES SHALL BE PRESSURE TREATED AND RAFTERS OR TRUSSES SPACED UP TO 16"O/C ad lod 6"EDGE/6"FIELD ANCHORED TO CONCRETE FOUNDATION WALLS WITH 5/8" DIAMETER X 12" LONG (EMBEDDED -I" MIN.) A30-1 STEEL ANCHOR BOLTS RAFTERS OR TRUSSES SPACED UP TO 16"O/C ad lod 4"EDGE/4"FIELD WITH 3" X 3" X I/4" PLATE WASHERS, BOISE-CASCADE GABLE ENDWALL RAKE OR RAKE TRUSS ANCHOR BOLTS/PLATE WASHERS SHALL BE LOCATED WITHIN WITHOUT GABLE OVERHANG 80 loci 6"EDGE 6"FIELD Co" ON A CORNER IN EACH DIRECTION AND 12" ON EITHER SIDE VERSA-LAM BEAMS, JOISTS 4 COLUMNS GABLE EiNDWALL RAKE OR RAKE TRU55 OF A SPLICE: PROVIDE STANDARD NUT FOR EACH WASHER/ WITH STRUCTURAL OUTLOOKERS ad loci 6^EDGE!b"FIELD ANCHOR BOLT. TIE BOLTS SHALL ENGAGE BOTH MEMBERS OF SILL PLATE. 1. BOISE CASCADE VERSA-LAM BEAMS SHALL BE GRADE 2.0 GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ad IOd 4"EDGE/4"FIELD 31005P. BOISE CASCADE JOISTS SHALL BE GRADE 2,0 SP, STRUCTURAL NOTES: BOISE CASCADE VERSA-LAM COLUMNS SHALL BE GRADE L-I 2650 CEILING SHEATHING 2. ALL BOISE CASCADE PRODUCTS SHALL BE INSTALLED IN GYPSUM WALLBOARD 5d COOLERS �°EDGE 10"FIELD 1. STEEL CONSTRUCTION AND FABRICATION SHALL BE PERFORMED ACCORDANCE WITH MANUFACTUERS INSTALLATION REQUIREMENTS. WALL SHEATHING IN ACCORDANCE WITH CURRENT RISC REQUIREMENTS. 3, TEMPORARY CONSTRUCTION LOADS WHICH CAUSE STRESSES 2. STEEL BEAMS AND PLATES SHALL BE ASTM A36, fy = 36 kei MINUMUM, BEYOND DESIGN LIMITS ARE NOT PERMITTED. WOOD STRUCTURAL PANELS-BTUDS SPACED UP TO 24"O/C 8d IOd 6°EDGE/IT FIELD 3, STEEL TUBES SHALL BE A5TM A501, fy = 36 ksl MINUMUM, 4. ERECTION BRACING SHALL BE PROVIDED TO ASSURE ADEQUATE I/2" AND 23/32 FIBERBOARD PANELS 8d I - 3"EDGE/6"FIELD LATERAL SUPPORT FOR ENGINEERED WOOD PRODUCTS UNTIL 1/2"GYPSUM WALLBOARD 5d COOLERS - T"EDGE/10"FIELD 4. STRUCTURAL LUMBER SHALL BE HEM FIR e2 OR CONSTRUCTION GRADE SHEATHING MATERIAL HAS BEEN APPLIED. FLOOR SHEATHING(WOOD STRUCTURAL PANELS) LUMBER AS LISTED IN THE NATIONAL FOREST PRODUCT ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND 5. ALL FRAMING CONNECTIONS FOR ENGINEERED WOOD PRODUCTS I"OR LESS ad Iod 6"EDGE/12"FIELD ITS FASTENING" THAT HAS ALLOWABLE UNIT STRESSES IN EXTREME SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTALLATION GREATER THAN I" loci lod b" DGE 6"FIEL7 I FIBER IN BENDING EQUAL TO OR GREATER THAN 1,400 P8I AND REQUIREMENTS, 'CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE MODULUS OF ELASTICITY EQUAL TO OR GREATER THAN 1,500,000 PSI, STAPLES ARE PERMITTED,CNECK IBC FOR ADDITIONAL REQUIREMENTS. 6. MINIMUM END BEARING SUPPORT LENGHTS FOR ENGINEERED WOOD PRODUCTS SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTALLATION REQUIREMENTS OR PER DRAWINGS. DATE: 10/21/15 Thle d—i g end all Into-iatbn P.E.STAMP: RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMARK DESIGN le a residential deal n service x o:rA- g hereon le the property of "`� S9 S a n d m a r f�yy� and Is not an Architectural and/or Engineering firm, san FOP of,Design. or'� ANf W. `'N'. D ,�j$1 C�11 1 CRISP RESIDENCE NOTES/SCHEDULE Any copy of,ro...1. icn, 2i ry, y These plane are intended for dimensional and conceptual o or unauthorized uee le forbidden o 301 Falmouth M I SCALE: JOB NAME: use and should be reviewed by a qualified Architect/ Itho"t written coneent. �No.9ote3�o � , a• (o'T PILOTS U,A1' Engineer for compliance to local building codes, aopyrlght 201D Sandnark Design 9o�F 0 5:11 \, NOT TO SCALE CRISP Sso BARNSTABLE, MA. DRAWN BY: DATE: ell l/�/� A.E.J. 10/2015 GENERAL NOTES: GENERAL NOTES CONT: CONSTRUCTION NOTES I, THIS STRUCTURE IS LOCATED IN WIND EXPOSURE B 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICITY, 1, TYPICAL SILL = CONTINUOUS PRESSURE TREATED 2X6 SILL ON WITH A DESIGN WIND SPEED OF 110 MPH/3 SECOND GUST IN WATER, TOILETS, WEATHER PROTECTION AND SAFETY DEVICES AS FOAM SILL SEALER ON CONCRETE FOUNDATION WALL WITH 5/8" ACCORDANCE WITH THE 248 MASSACHUSETTS CHECKLIST -180 REQUIRED. DIAMETER ANCHOR BOLTS AS INDICATED ON DRAWINGS. CMR 5301.2.1. NOTE: SEE DRAWING(5) AND NAILING SCHEDULES AND DIAGRAMS. CONTRACTOR SHALL PROVIDE FOUNDATION 15, THE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK 2. TYPICAL FLOOR = FINISH FLOOR AS SPECIFIED BY OWNER ON ANCHORAGE AND OTHER FRAMING CONNECTIONS PER WOOD BEFORE, DURING AND AFTER INSTALLATION FOR THE DURATION OF PLYWOOD UNDERLAYMENT AS REQUIRED TO ALIGN FINISH FLOORS FRAMING CONSTRUCTION MANUAL GUIDE FOR 110 MPH, EXPOSURE B. CONSTRUCTION WORK. ON 3/4" TONGUE AND GROOVE "ADVANTECH VIP" SHEATHING, GLUE AND NAIL TO FLOOR JOISTS. ALIGN NEW AND EXISTING FINISH 2. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE 16. ALL PRODUCTS AND MATERIALS SHALL BE NEW AND AS INDICATED FLOORS. MASSACHUSETTS STATE BUILDING CODE CONE AND TWO FAMILY ON THE DRAWINGS EXCEPT WHERE INDICATED OTHERWISE. DWELLING CODE), THE TOWN OF BARNSTABLE BY-LAWS AND ALL CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ALL 3. TYPICAL EXTERIOR WALL = WOOD SHINGLE SIDEWALL ON OTHER APPLICABLE CODES AND REGULATIONS. PRODUCTS t0 BE SELECTED BY THE OWNER. "TYPAR HOMEWRAP" UNDERLAYMENT ON 1/2" CDX/WSP PLYWOOD 3. PRIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL 1-1, THE FOLLOWING TERMS SHALL HAVE THE FOLLOWING MEANING: SHEATHING ON 2X6 WALL STUDS AT 16" O/C WITH 2-2X6 TOP COORDINATE ALL MECHANICAL AND ELECTRICAL TRADE WORK PROVIDE = FURNISH AND INSTALL FOR INTENDED USE: PROPER = PLATE AND 2-2X6 BOTTOM PLATE WITH R21 FIBERGLASS WITH STRUCTURAL WORK AND SHALL REVIEW ANY DISCREPANCIES. IN COMPLIANCE WITH APPLICABLE CODES AND TRADITIONALLY INSULATION, POLYVAPOR BARRIER AT WARM FACE AND 1/2" ACCEPTED TRADE STANDARDS. GYPSUM DRYWALL, EXCEPT WHERE NOTED OTHERWISE. 18. THE OWNER SHALL HAVE A LICENSED LAND SURVEYOR LAY NOTE: ALL WINDOW AND DOOR HEADERS SHALL BE 3-2X10 WITH A 4, LOCATION OF ALL SITE UTILITIES MUST BE VERIFIED IN THE FIELD OUT THE PROJECT "ON THE GROUND" IN CONFORMANCE WITH 1" THICK STYROFOAM INSULATION BOARD SPACER/FILLER. PRIOR TO EXCAVATION. THESE DRAWINGS AND A FOUNDATION "AS-BUILT" DRAWING THAT CERTIFIES CONFORMANCE WITH THE BARNSTABLE ZONING BY-LAW 4. TYPICAL INTERIOR PARTITION = 1/2" GYPSUM DRYWALL ON 2X4 5. CONTRACTOR SHALL NOT DEVIATE FROM CONTENT OF THESE YARD SETBACK AND OTHER REQUIREMENTS. (EXCEPT WHERE INDICATED OTHERWISE) WALL STUDS AT 16" O/C DRAWINGS. 19. PRIOR TO PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL WITH 2-2X4 TOP PLATE AND 2X4 BOTTOM PLATE. NOTIFY DIG SAFE. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS 6, CONTRACTOR SHALL SHORE, BRACE OR OTHERWISE SUPPORT ALL INDICATED. FRAMING DURING CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF STRUCTURE AT ALL TIMES. 5. TYPICAL CEILING (EXCEPTED WHERE NOTE OTHERWISE) = 1/2" I. DIMENSIONS INDICATED THE DRAWINGS ARE GENERALLY GYPSUM DRYWALL ON POLYvAPOR BARRIER AT WARM FACE (WHERE UNHEATED SPACE ABOVE) ON IX WOOD FURRING AT 16" TAKEN TO/FROM THE CENTERLINE OR IDLE OF MATERIALS, UNLESS O/C WITH R38 FIBERGLASS INSULATION. PROVIDE R30 OBVIOUSLY INDICATED OTHERWISE. VERIFY FIELD DIMENSIONS FIBERGLASS INSULATION, PRIOR TO CARRYING OUT WORK: ANY ADJUSTMENTS BETWEEN PROVIDE 5/6" TYPE 'X' GYPSUM BOARD DRYWALL AT CEILINGS INDICATED. FIELD DIMENSIONS OR BETWEEN FIELD AND DRAWING DIMENSIONS SHALL BE MADE BY THE CONTRACTOR. DO NOT SCALE DIMENSIONS 6. TYPICAL ROOF = ASPHALT ROOF SHINGLES, MATCH EXISTING AND FROM THE DRAWINGS. MEETING 110 MPH WIND VELOCITY SPECIFICATIONS, ON ROOF 8. SEE ALL NOTES ON ALL DRAWINGS. SHINGLE UNDERLAYMENT PAPER ON 5/8" CDX PLYWOOD SHEATHING. PROVIDE 36" WIDE CONTINUOUS "ICE AND WATER S. THE CONTRACTOR'S RESPONSIBILITY SHALL BE TO PROVIDE MEMBRANE" AT ALL HIPS, VALLEYS, GABLE ENDS, EAVES AND ALL ADMINISTRATION, SUPERVISION, LABOR, MATERIALS, TOOLS, ROOF/WALL INTERSECTIONS AND ENTIRE LOW ROOF SLOPE AREAS. EQUIPMENT, INSURANCES, PERMITS, INSPECTIONS AND -7. TYPICAL EAVE5/50FFIT = DOUBLE ROOF SHINGLE BASE COURSE ON APPROVALS t0 PROPERLY COMPLETE THE CONSTRUCTION ROOF SHINGLE UNDERLAYMENT PAPER ON CONTINUOUS 36" WIDE WORK INDICATED ON THESE DRAWINGS AND IN ACCORDANCE "ICE AND WATER MEMBRANE" ON CONTINUOUS PREFINISHED WITH ALL APPLICABLE BUILDING CODES, ALUMINUM DRIP EDGE ON IX FASCIA. PROVIDE CONTINUOUS 3/4" 10. THE CONTRACTOR SHALL HAVE INSURANCE COVERAGE TO PROTECT AIR SPACE TO RIGID INSULATION BAFFLES At EACH RAFTER BAY. THE OWNER FROM ANY CLAIMS FROM ALL WORK ON THE PROJECT, EAVE SOFFITS = IX TRIM BOARD AND CONTINUOUS COR-A-VENT THE CONTRACTOR SHALL PROVIDE OWNER WITH CERTIFICATES OF "P5400 STRIP VENT. LIABILITY INSURANCE AND WORKER'S COMPENSATION INSURANCE PRIOR TO ANY WORK. MATCH AND ALIGN WITH EXISTING £AYE/SOFFITT, 11. ALL WORK SHALL BE PROPERLY COMPLETED IN A TIMELY MANNER 8. PORCH SOFFIT - TONGUE AND GROOVE BEADBOARD, RUN AND MUST CONFORM TO ACCEPTED INDUSTRY AND TRADE h PARALLEL TO BUILDING ON 1/2" CDX PLYWOOD SHEATHING. PRACTICES AND STANDARDS. 12. ALL WORK SHALL BE DONE BY SKILLED TRADESMEN AND MECHANICS AND WHERE REQUIRED, BY LICENSED TRADESPERSON5. 13. THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED WITHIN LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS TO PROTECT THE SAFETY OF ALL PERSONS WORKING OR VISITING THE t SITE FOR THE DURATION OF THE PROJECT. DATE: 10/2-1/15 Th1a drawing and all lnronnation R E.STAMP: �Sx RESIDENCE'OR: SHEET TITLE: SHEET NO. SANDMARK DESIGN Is a residential design service hereon 1.the property or 34a Y1 and Is not an Architectural and/or Engineering firm. Und—k Design. W. G� Sal Idmark Des i gT 1 CRISP RESIDENCE NOTES _ Any�opy eproducticn o S 12 These plans are Intended For dimensional and conceptual or uneuthorized sae 1a rort lddan �• � ''' FC�I ImDuth M SCALE: JOB NAME: _ use and should be reviewed by a qualtfled Architect/ ���<,ho"e w.ncsn�oro„n. J 9�. , a• 6� PILOTS U1,47 Engineer for compliance to local building codes. (@Copyright 2013 Samotn&k Deelgn 9o�FSS rss \� NOT TO SCALE CRISP att BARNSTABLE, MA, DRAWN BY: DATE: A,E.J. 10/2015 I' i 1� I FASTENERS SYMBOL COUNT 12 &12 CMST-12 11 NOTE: APPLY CMST-12 FASTENERS TO INSIDE BEFORE INSTALLING DRYWALL. _SECOND FLOOR JLOr jj�j 9 ' I o I � 2'-0^ 2x16 WALL NO. 3 2xro WALL NO. 1 11 1� ILL 1 11 11 11 111111 11 11 LLI. 1� 1� 1 . 11111 11 II l i 2xI'o WALL NO. 2 2x6 WALL NO. 4 [DATE 10/2�/15 SANDMARK DESIGN is a residential design service This drawing and all IMonnatlon P.E.STAMP: tp� Ssq RESIDENCE FOR: SHEET TITLE: SHEET NO. handm le the property of o@t' APfr W. �s� S a�I'I �a r 1 Design and to not an Architectural and/or Engineering firm, sa morw 1. eslgn. e w• T MWALL. rJ�(�TIONCJ These plans are Intended for dimensional and conceptual Any copy or,reproduction, vuzc� CRISP RESIDENCE por—thoriz d use Is forbidden 9k0'�t�o Falmouth Ma, use and should be reviewed by a qualified Architect/ without written consant. �Fc�S�Ee`�Q (o7 PILOTS WA`r' SCALE: JOB NAME: Engineer for compliance to local bulldin!o codes. ©copyright 2015 sand-1,Design `f68IUNRtt \� BARNSTASLE MA, CRISP DRAWN BY: DATE: W.J ah"A� A.E.J. 10/2015 3'-&" BOXED OUT RAKE 1212 • 5.5� II O n I" X 8" RAKE TRIM 1 _ (11/1" X 3" RAKE TRIM (TYP) ❑❑ ❑ _ APPROVED 0 p _ 124 NOV 18 2015 Town of Barnstable Old King's Highway. Committee 1 SIDINSIDINGSY OWNER 00 01:1 E10' ,�0 \ � p ANDERSON 200 SERIES 36" X 54" MY OWNER) /W` TRIM OUT _ I I I L FIRST FLOOR F1EY_- r FINISHED GRADE I , 4 CONC. SLAB TI 34: On * IOi-On O OL 1i VL ` -- - -- - - - -- - --- -- - -------- - --- - - - - ----- - -- - - - - � - — — — — I -- --- - - --- - -- - - --- --- -- ------ ----- --- -- -- - - - ---------- FRONT ELEVATION j;, MpR 0 9 2016 T0*0 of garAiCjWN Old Gomm t�tee DATE: 10/26/15 SANDMARK DE51GN Is a residential design service TM'•dre i g end all InFa motion P.g y j jF: r RESIDENCE FOR: SHEET TITLE: SHEET NO. 9 hereon le the property or , p�•4N or; . and is not an Architectural and/or Engineering ,nd firm. S—l—k D-1gn a�`nNTHpyy�'<N Samark Ides i gn GRISP R SIDi=Nr-.� FRONT ELEVATION These plans are Intended for dimensional and conceptual °y�y or,rep oducuon t� a or unauihorl n uee I�forbidden v.3DIS 1=aImc�uth Ma. 6-I PILOT6 WAY SCALE: JOS NAME: • use and should be reviewed by a qualified Architect/ without wrlilnn wr�m- � yNa.3p1A4 o y � „ Engineer for compliance to local building codes. ©Copyrlght20M Sertdmwk Deelgn �o I,STEPa�e SARNSTAE3LE MA. 1/4-- -0 CRISP SSA r DRAWN 5Y: DATE A.E.J. 10/2015 L - 12 n I" 1" 8" RAKE TRIM A®P �.``�� E ` U111" X 3" RAKE TRIM (TYP) (I�•`` @ 12 10 NOV 18.2015 Town of Barnstable 12 Old King's Highway 4 Committee ANDERSON 200 SERIES 36" X 54" (BY OWNER) TRIM OUT I ANDERSON 200 SERIES 5'X B' GARAGE DOOR 6" X 54" (BY OWNER') CBY OWNER) RIM OUT i �7l�1�- _ FIRST FLOOR_ELEY_ — — I V FINISHED GRADE _O 4" GONG'SLAB v _ 34'-0" I REAR ELE\/ATION Vol.? 1%�� i 4 I: D�4T�: )072h/lb SANDMARIC DESIGN Is a residential design service Th'°�e 1n9 e d all 1Monneilon P.E STAMP: ��tN OF y4T hemon b She proparuj or .,LE eq RESIDENCE FOR: and fs not an Architectural and/or Engineering firm. sendme k Deelgn. � AN1Hpyy cG SHEET TITLE: SHEET No. These plans are Iritended for dimensional and conceptual °ny�y or, eproduetton n Sanoimar�C �QCj i g� CRISP RESIDENCE REAR ELEVATION or urou4he2..u!—1°rarbiddrn _J 'use and should be reviewed by a qualified Architect/ uo"t1111---"L u F�''�93-a Z �almout�^I,r"(a,Engineer For Compliance to local building codes. cQcopyrighe��Sendme k De°1gn f Gis vQ rol PILOTS WAY SCALE JOB NAME BARNSTABLE, MA. 1/4'0-0" CRISP83 DRAWN BY: DATE li A.E.J. 10/2015 I: - f 1 I; ram.- �? -- - ----- - -- 34'-0" IE PROVIDE J-BOLTS 24" O.G. THIS LOCATION IOI-O" NOTE: I I'-ON I. 5/8" DIA. SILL PLATE J-BOLTS W/ 3" X 3" X 1/4" 6'-0 51-0n 6'-0I PLATE, 45" O.G. AT ALL FOUNDATION WALLS UNLESS NOTED OTHERWISE. SEE FOUNDATION NOTE S ------------- ---------- -------------- A-------------------- -----------• ON SHEET $ll, F • ` - ,De et •`D � D G� e l 7-7 1 STAIRS THIS LOCATION ' `• _- I --- 10" OR 12" SONOTUDE ON D. 24" DIA. BIGFOOT FOOTING (TYP) 10" POURED CONCRETE J-BOLTS (SEE NOTE 1) p' FOUNDATION WALL LU/ 24" X 10" CONT. CONC. FOOTING (TYP) �/. kaf 4" D ,p z (� I CONCRETE SLAB c/w i / �.r rpm L� FIBRE MESH REINFORCEMENT `/`^ 3,500 PSI >° • I m 6 mil POLY VAPOR BARRIER Dd' u� I COMPACTED GRANULAR FILL 4" CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT g 3,500 PSI NOTE: .a I 6 mil POLY VAPOR BARRIER SEE SHEET 510 FOR COLUMN COMPACTED GRANULAR FILL ANCHOR BOLT DETAILS AND ••D 9' BASEPLATE DETAILS AND A Ipn A all cab SHEET S(o FOR COLUMN S8 LOCATIONS. I DROP FOUNDATION WALL i 12" AT GARAGE DOOR DROP FOUNDATION WALL 12" AT GARAGE DOOR i in O - va-------------------------------------- ----------------------------------------- - -— - FASTENERS SYMBOL COUNT ---------------------- ------------------ ---------------- ----------- -------- . HDUB A 6 SEE DETAIL B IO'-9" 12'-6" 10'-9" ON SHT SS PROVIDE J BOLTS PROVIDE J-BOLTS 24" O,C. THIS LOCATION 24" O.C, THIS LOCATION FOUNDATION PLAN [DATE: 10/21/15 Thle d,-Irg end all InFormetion P. E.STAMP: tx Oi M* SANDMARK DESIGN is a residential design service heon er 1e the o o a` ss. RESIDENCE FOR: SHEET TITLE: Pr prt y or �` AI'lTYtONY �a +�y�/� L /y y� SHEET NO, and a not an a Intended and/or Engineering Firm. SendmarkDeai p W. u Sa dmark Deafen CRISP RESIDENCE FOUNDATION PLAN b"J�J of,reproduction, n V These plans are Intended For dimensional and conceptual PLlzca - oithouthorliedor Forbidden .3D'�, M 6-1 PILOTS WAY • use and should be reviewed by a qualified Architect/ without written corroaM. Vq'D,c PM,eN �aImoL:{t.h�l la. SCALE: JOB NAME: i Engineer For compliance to local bullding codes. &opVleht 2018 Sand—k Design sit I/4'-1'-0" CRISP BARNSTASLE, I IA. DRAWN BY: DATE: All /�� �f A.E.J. 10/2015 .� 4 34'-0" i m AK WIN OW BY OW ER it y o STORAGE ARE I ,✓ - G I 2 2" x 12" RICCaE BEAM l -1 r ROOF OF SHED I °� A A 2" X KNEE WALL lj I I SECOND FLOOR FLAN LIVE/STORAGE LOAD a 40 pef —� DATE: 10/21/15 1 I Thin dr—Ing and all[mr—atlon P.E.stAmp: RESIDENCE FOR: SHEET TITLE: SHEET NO. SANDMARK DESIGN is a residential design service hereon i.the property or tp,"°i�4rsJa��lnl�r and Is not an Architectural and/or Engineering firm. eandmark Dealga anrn+Orty q`s 1 1 ������ CRISP RESIDENCE SECOND FLOOR PLAN Any copy ov,reproduction, N, r-n These plane are intended for dimensional and conceptual F�ImOuth 1"18. 6� PILOTS WA1' or unautharlxed uea is forbidden P(1ZOA Or-ALE: JOB NAME: use and should be reviewed by a qualified Architect/ or um I,—Ien u"iirt. yPto.apt93 o ti ©copyright 2013 sand—k Dselgn q FC Q'k a 1/4'-1'-0" CRISP Engineer For compliance to local building codes, qFr 'STD eat BARNSTA$LE, MA. S/ DRAWN BY: DATE: A.E.J. 10/2015 `1 r , Gil O s�. s�� t k 10, 4 y �— od PROVIDE J-BOLTS 24" O.G• THIS LOCATION 10'-O" 11 NOTE: B�a7�Y 1, I. 5/8" DIA. SILL PLATE J-BOLTS W/ 3" X 3" X 1/4' / PLATE, 45" O.G. AT ALL FOUNDATION WALLS UNLESS NOTED OTHERWISE. SEE FOUNDATION NOTE S — yy ON SHEET 611, `� �• _ n 1 �p pa d O� n 4 • ' v o STAIRS THIS LOCATION 10" OR 12" SONOTUBE ON d I 24" MIA. 5*FnnT FOOTING p . (TYP) 10" POURED CONCRETE J-BOLTS (SEE NOTE 1) p� FOUNDATION WALL W/ 24" X 10" CONT. CONC. FOOTING (TYP) S 4" CONCRETE SLAB c/w D FIBRE MESH REINFORCEMENT (vim" 3,500 PSI a • I m 6 m11 POLY VAPOR BARRIER o� I COMPACTED GRANULAR FILL 4" CONCRETE SLAB c/w Q _ _ FIBRE MESH REINFORCEMENT g 3,500 PSI NOTE; I 6 mil POLY VAPOR BARRIER SEE SHEET 810 FOR COLUMN COMPACTED GRANULAR FILL ANCHOR BOLT DETAILS AND A BASEPLATE DETAILS AND a 1' S8 SHEET S6 FOR COLUMN LOCATIONS, •c S8 •;. 1 1 DROP FOUNDATION WALL , 12" AT GARAGE DOOR ( 1 - — — 4 I d 1 to DROP FOUNDATION WALL 12" AT GARAGE DOOR ill Q p°0 - I •s � . V �------------------ ------------------------------— + 1 o J — — FASTENERS SYMBOL COUNT Qo. - ------ ---------------------- ------------------ ---------------- ------------------------ -- " SEE DETAIL B I 1-IDU8 A 6 10,4, f ON SHT 85 PROVIDE J-BOLTS PROVIDE J-BOLTS 24" O,C, THIS LOCATION 24" O•C. THIS LOCATION FOUNDATION PLAN DATE: 10/21/15 Thl,drewi:g and ell Ird'armatlon P•E.STAMP: ttx Uf'k4 SANDMARK DESIGN Is a residential design service hereon I. tI- o rt cr a' *+ RESIDENCE FOR: $W@E TITLE: Pr Pe '! A` f 61-BEET Mn. and a not an Architectural and/or Engineering Firm. Arnj—rk D,,mp o' ^ �Y sNJd�1G�111�r �`pg I g� CRISP RESIDENCE FOUNDATION PLAN A'^J Copy ov,reproduction, u W.These plane are intended For dimensional and conceptual P.301 wauthortzed,,,®le fonotdd®n N0.8o100 Falrncuth M• use and should be reviewed by a qualified Architect/ �It,h.out wrnwn�oneeM. 9F �. '" , a• 6l PILOTS WAY SCALE; .ioB NAME: Engineer for compliance to local buildtn codes, l/ opt eht 2013 Sandra k Da,ign 9oF CISSEQt`Q SARNSTABLE, MA. v4'=r-O' CRISP g p g dsION E� ` DRAWN By; DATE: A.E.J• 10/2015, Y r 34'-0" 10'-0n _ � m WINI>OW BY j t AJAR OW ER l it i I I `1. •��C.J� e'g� I STORAGE AREA I0. Y raile o ��'� 2" x 12" RIDGE SEAM { Q1 "Y O ROO 0 ��� ROOF OF SHEDI O AIT ✓ 1. A ® II CJS Q V" 2" X " KNFE WAIL 3;' I Be � I i I SECOND FLOOR PLAN LIVE/STORAGE LOAD - 40 pef DATE: 10/2-1/15 thin drawing end all IMor"tlon P,E.STAMP: RESIDENCE FOR: SHEET TITLE: SWEET NO, SANDMARK DESIGN is a residential design service hereon in the proParty or �.�"00 4,4SS �oq J, f,y and is not an Architectural and/or Engineering firm. Sandmark o—Ign• �`"MONr Sandal ark Dais I!@n CRISP RESIDENCE SECOND FLOOR PLAN These plans are intended For dimensional and conceptual m"� `� Fi ZZpp Falmouth Ma. _+ use and should be reviewed by a qualified Architect/ without wrleten consent. " 9N°.30'W O ti rol PILOTS WA1' SCALE: JOB NAME: Engineer for compliance to local building codes, ( o 9rlght 1013 Sandm k Deelgn 9g�crST�aate Q ^ Cat Q 1/4'-I'-O" CRISP SSi BARNS 1 A5LE, MA' DRAWN BY: DATE: #h /lam A.E.J. 10/2015 N �1 ` ��30 ���°���� �o� " �v® �o�` �� �.�� ,, �k. { t• TI 34'-0" fF PROVIDE J-BOLTS 24' O.G. THIS LOCATION 10'-D' (��A I.,5/8" DIA..SILL PLATE J-BOLTS W/ 3" X 3" X 1/4" �Q 5'-O" ro O' PLATE, 45" O.G. AT ALL FOUNDATION WALLS �7 - - NOTED OTHERWISE. SEE FOUNDATION NOTE 9 "ice V P - o ° i e _, o ON SHEET 511. e , Da n -•-n •p v o' n•• v y n___-_-__ - - __ _- --_ , , , ,• d -- • o I STAIRS THIS LOCATION ' 10" OR 12" SONOTUBE ON ® 24" DIA. 51GFOOT FOOTING D (TYP) 10" POURED CONCRETE J-BOLTS (SEE NOTE 1) __ — P� FOUNDATION WALL W/ 24" X 10" CONT. CONC. FOOTING C 4" CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT✓"`��" r I 3,500 PSI a • e`d I Q1 ' 6 mil POLY VAPOR BARRIER o I COMPACTED GRANULAR FILL i 4" CONCRETE SLAB c/w ° FIBRE MESH REINFORCEMENT 3,500 PSI ° NOTE: � -- --- -- •a I 6 mll POLY VAPOR BARRIER SEE SHEET SIO FOR COLUMN COMPACTED GRANULAR FILL ANCHOR BOLT DETAILS AND BASEPLATE DETAILS AND I '9 A ,p A Sg SHEET SO FOR COLUMN S8 LOCATIONS, DROP FOUNDATION WALL 12" AT GARAGE DOOR — --- 4 I ro I `F rn DROP FOUNDATION WALL 12" AT GARAGE DOOR •° , , Q , FASTENERS SYMBOL COUNT ------ ---------------- ------------- ---------- -------- . 6' SEE DETAIL B 12'-6" 10'-9" ON SHT 89 PROVIDE J-BOLTS PROVIDE J-BOLTS 24" O.G. THIS LOCATION 24" O.C. THIS LOCATION FOUNDATION PLAN D�10/21/15 Thle drmmrlg end all Inrormetlon P. E.STAMP: N Q°'aa SANDMARK DESIGN is a residential desl n service a� s g hereon le the properly or 8,� sip, //'�►► RESIDENCE FOR: SHEET TITLE: SHEET NO. and is not an Architectural and/or Engineering firm, Aavj—rr DF,mp ANrii. sN Sandmar k Dss f!an CRISP RESIDENCE Any copy or,reproduction, W. v✓ 1 iLll 11 I �7 I L_..�lll 1 FOUNDATION f'L,4N g These plans are intended For dimensional and conceptual PUZGp H or urouthorized uee le forbidden �30193 use and should be reviewed by a qualified Architect/ hhout wntten c —rrt. V 9F M, Falmouth,Ma. 6-1 PILOTS WAY SCALE: JOB NAME: Engineer For compliance to local buliding codes. &opFIght 20M Bandm k Deelgn 'oFFssON T�etPt�e 1/4'=1'-O" CRISP BARNSTABLE, MA. DRAWN BY: DATE: A.E.J. 10/2015 l 34'-0" 10'-O" JAR WIN OW 3y I - OW1,ER ti m Ne -t'etCe1' o STORAGE ARE I���� I� 2 x 12 RC ,E SEAM r( ROOF OF SHED O J v A A SS O �/l� Jr J 2" X 4" KN=E WALL 1 I I SS d -lip (� 4 I . I I - i i I 17'-0" 34'-0" SECOND FLOOR PLAN LIVE/STORAGE LOAD - 40 pef DATE: 10/2-1/1E Thle drawing and all informetlon p•E.STAMP: RESIDENCE 7R: SHEET TITLE: SHEET NO. SANDMARK DESIGN Is a residential design service hereon„the property of �tVA OF k4s y� f/y yq and Is not an Architectural and/or Engineering firm. serdeark Design• yt arm�ONysgrr. Sal dmark Dee 1 e 1 CRISP RESIDENCE SECOND FLOOR PLAN Any copy of,reproduction TV `I These plans are intended for dimensional and conceptual or unauthorized use In forbidden 1=aimouth,Ma. 6'1 PfLOTS WAY use and should be reviewed by a qualified Architect/ /without w Itten oo—m. ONO 30193,o SCALE: JOB NAME: Engineer for compliance to local building codes, GOGopy IgM 7013 Bendma k Design 9g°C,STEPa 5ARN5TA5LE MA. CRISP sS, f DRAWN BY: DATE: A.E.J. 10/2015 a� J Q e—� ll� N CO m CD 44- v �12 040 �0p0�b / r or —16 ' • 9-1 00. 4•; c 1 � t.. 18 Ak Ak Ak MOVE 0 LWD WAL Ak STONE y` 1 I `'.:':: /' / _ by ` '• O , r ! �3 \ / f / %'' / /• • 22 111 •/ SLAB ••••:\\\\ •• ••••••••• - �••••••••• 37.A' Z111k •. H.U. ti ••••T ! / 1 / ' / / , •• ••/ }`' / // 2 // erg ? • .24 OF EaDGME Ak --22 Ac 26 AL I . / ISOLATED ! / 32 / / / / \ \ / /, 'ik O o s A tr_ ti V / i' Z' / / •�, G 3' 34 wtor 12 POP 14 1000, 16-' �tQ'�' \I / j 10 Z I ^ ( I "•"'�+w•• �. \ %' l l � ' �[Fin� / �� IQ�` r � 78, /E wry � � � •N I '•'-" r.. /' , . :._ �� /• I _ SrO '' �'� \` I •�'4•y GV t :.. ::.:... WEIIFM 9p, i • / lam/ �\ / v WK ( Ole I 1 34 24' /\ •� �� /./ \\ I 11 yam\ to pqR� / E ' _ NZ AC 4RE4 , C 24 / \\ , 4.65 AcR �\ E \ 4, P r % 40 _ 71 moo,'` o 23 PLOT PLAN A ' \\ # 67 PILOTS WAY 30 0 30 60 90 BARN STABLE , MASSAC H U S ETTS JAN UARY 8, 2015 SCALE IN FEET �� SYSTEM PROFILE NOTES LEGEND SEPTIC DESIGN: TOP FNDN. AT EL 35.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) 100.0 1. DATUM IS NGVD LOCUS PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) TO .,o s - 34.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN s" OF FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 5 BEDROOMS ® 110 GPD 550 GPD 2x SLOPE REQUIRED OVER SYSTEM 32.0 ! RIJN PIPE LEVEL 2' DOUBLE WASHED PEASTONE 3. MINIMIUM PIPE PITCH TO BE 1/8» PER FOOT. L USE A 550 GPD DESIGN FLOW FRFIRST2 10 R �31.0'± O PROPOSED CONTOUR _ PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10 & 550 GPD 2 = 1100 SEP TIC TANK: _ N SEPTI C �o s CHAMBERS RS �- ` __.50 TEE H 20 C A BE 100 EXISTING CONTOUR 30.75 \SU I 29.0 MAD WATERTIGHT. •P'� -� _ � TANK H- 10 _ 5. PIPE JOINTS TO BE E � USE A 1500 GAL SEPTIC TANK ( -� GAS 28.37_ USE A 1500 GAL PUMP CHAMBER (FUTURE �K) 28.54 p p p p 00 p p • MIN c 28,17' p p ED p Q p p Q p o 6. CONSSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. R1E 6A LEACHING: ( 2 x SLOPES s' CRUSHED STONE OR MECHANICAL p p p p p p p p p ENVIRONMENTAL CODE' TITLE V. _ COM PACTION. 15.221 2 ' SIDES:2 1�47.5 x 10.83) 2 (.74) 172 GPD ( 2 p o p CI Cl p Cl p p 26.17 BOTTOM 47.5 x 10.83 (.74) = 380 GPD DEPTH OF FLOW " 4 ( 20x SLOPE) ( 1 x SLOPES 7. THIS PLAN 1S FOR. PROPOSED WORK ONLY AND NOT TO BE TEE SIZES: 3/4» TO 1 1/2» DOUBLE WASHED STONE USED FOR LOT LINE STAKING. » INLET DEPTH = 1�_ a T 747 S.F. 552 GPD _ TOTAL:- a 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40 4 PVC. OUTLET DEPTH �4 USE (5) 500 GAL H-20 LEACHING CHAMBERS (ACME OR EQUAL) 9. COMP'ONENTs NOT,-1-0 BE BACKFILLED OR CONCEALED WITHOUT LOCUS MAP LEACHING WITH 2.5 STONE AT ENDS AND 3 AT SIDES FOUNDATION 10' ST 10 D BOX 22 7.17 INSPEC11ION BY BOARD OF HEALTH AND PERMISSION OBTAINED NOT TO SCALE FACILITY FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 217 PARCEL 24 MA LOCA110IN OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS IS WITHIN FEMA FLOOD ZONE APPROVED DATE BOARD OF HEALTH BOTTOM TH 2 EL 19.0' TO COMMENCEMENT OF WORK. Al EL 12 AND C TEST HOLE LOGS OLD I suCK A. H. OJALA, PE AL ENGINEER: .. SALT MARSH •�� 1\ •`' WITNESS: ED BARRY (BOH) ,/, / ��. ALARM AND CONTROL PANEL DATE: 5/22/01 /� \:\ TO BE INSTALLED INSIDE < 2 MIN/INCH ISO .�, �y _ _�„ PERC. RATE _ �^" BUILDING. ALARM TO BE ON --- FROM .�• CIRCUIT FRO U SEPARATE C CU, E i II - CLASS SOILS P U TiON -�� . GATE A T PU - �9P _ COM � \ 418,81 �...._ _ -- ,7 'z��p,•,D.,.UGc . o 04 .tom - ♦ -*-� 1 '��•�..._._ .-' PROP ,% 18. Q 32.6' Q» 31.0' _ - • rr �0--------�- ----- / �do -LOCH f `. ♦ \1 L TR , 0&A di AIL ..- ORG LOAM UNSUIT. / . . U SUI . UNSUIT l ORG LOAM t ST TRAIL , 1• 10YR 4 2 E ---- - ---- ' ' ;! \ 1500 GAL H-10 S 'T PC 9 8 1 � _ -____-- _ ` ` / ' 6 ; `. � 2 PRESSURE N BACK TO a 10YR 4/2 TOWN ANCIENT AIL �, ,• . . 5a`O GAL+ TO D B - -m_SHOOTING BOND- ' ---- _-1.. ALARM ON SLOPE B I FLOODZONE A EL 12 ~-_ /'-'-_-� � � 1 ` `' `` • RESERVE WEEP HOLE f- 11 \ \ \ FLOAT SWITCH /LS UNSUIT. LS ' ` '' ` `\ SETTINGS: PUMP ON CHECK VALVE // // UNSUIT. 1 ----_----- AIZEJt OF Fu7URE 'V,1! ` \ \ a --- 2.5Y 6 6 t� �1 . \ a 8 a / » 2.5Y 6 6 ♦ 28 ♦ 6.5 WORKING RANGE 3 T ♦ \ \ \1�2 a I� 1 PUMP OFF 11 SUBMERSIBLE 1/2 HP PUMP C1 w' ���.� j f /' ._ __ -- --` • ` \`\ ` 1 ' `, \ \ 1 \ SYSTEM (OR EQUAL) /LS S. �,.����ar ,. .. �' APPROVED FOR 28.5' TDH �/ UNSUIT. _ ��• �FOOTPAyW TO BE �� �. .�.::,, ,t yam.�, :,,.: > x;:.r Y r,�, �'♦ ♦1 000 000 00<00 0000 2.5 Y 6/4 .SY 6/4 /00 1 •r 1 t MAI T1GN® BY M. NNG .� ,. :.>f<, ..-•�. _. ._�_.__ _._�._ -_ ,_� -_ 6O i 25.0 27 6 �s / ,�. - .. +r.J .a4 •L`:;,_. j•" ,�.-..r: , \ �rw� ,.�., �. r -ram f / ! ✓ I .,f \ ti:tis,:. ,. PUMPCHAMBEC2 ::. . I D c2 EXIST. WELL \ . ..� .3 1 \ / / F� � .rdr... .: r•• I �' / PER I \ 1 ta► \\ �.ti•�� "tr. _ > ! ` W �� (NOT TO SCALE) MED COS �`•• : ' t \\ n 1 / / MED/COS -�•''L` ; 1 \\\ `• 'nw:'w:�,' xi / (FOR FUTURE WORK) / / / • ///�� / '� 1 » CAMP --- i /� #4 =.�;�}'1 � �`_' ✓ 144 20.6 144 19.0 ' �'/ �� l / !l' ,�,�3�.�• /ff NO GROUNDWATER ENCOUNTERED 1 AL ff7. ISOU1 WETLAND / /' i f ti� �� t /• -MOP. PAD OCIC i $ \ 1�- '\ •L / _ f '°or' • 0. 1 1 i � 1 1 \ `♦ �`�.,. _- �`-__•yam•' �j i � r r� �j / � ���/ \ _ AL AL 1 N ' ___ �\ `w' - ; *4 ; TITLE 5 SITEPLAN >i �9�C ------------- .\ s`♦ PROP. SILTATION CONLR_� = `♦\ \` F ,< - a LOT 1 PILOTS WAY 1 j 1 1 1 \\ 5' REMO\:AL OF UNSUIT SOIL` ',` . ' '• I \\ 1 1 Z ► \ REQUIRED AROUND PE E _ OF BARNSTABLE S I m i i LEACHING FACILITY. DOVM TO `SF \ ` 1 \\ I I ` O 1 1 , I SUITABLE SOIL LAYER/REPLACE M ; y \ tr, `♦ \\ I WITH CLEAN MED. S/�ID. ENGINEER PREPARED FOR TO INSPECT AND CERTIFY .9' '� \ �� 1 t REMOVAL \----------- �a 1 _, / , _ / . . :_ r : ; '. \\ , TOM REILLY �__ _/'�• 1 I ' i ► '�•. _ 4 ;: -- --•�,\ APRIL 30 2001 REV. MARCH 18 2005 1 ,:,• •• 1 1 1 ' ,,�,� 1 \`DECK, ...�?'• ����•+_; ♦♦?� ; , '` \ 1 /11 REV. JUNE 2, 2005 1 C' N 1 ? \I 1 --''-----____�\\ s ♦`\ \ •�,.� 2AL REV. JULY 14. 2005 DH FND 04g, TH1\ / 1 Ala ♦� •� .j REV. AUG 8, 2005 \ 00 I .y Scala 1 40 j 1 i I 1 1 1 .^ \ i r1j I "1- - �a.•.� 0 20 40 60 80 100 FEET 20'1/fr ' N �SEAIENT BENCH ARK: STK 1 \ _ REF--AT 29.:0'• f i j t _ off 508-362-4541 1 STI G'STOP & fax 508-362-9880 NING SIGNS I MASS. B�aY �� SHOFIrgscy ����NOFle,�Ss9cti dOWn cape n en in eerie inC. t \ EXISTING CROSSING TRANSPORT A ENE a� o`' ARNE H. r g �� I BfDtt0011 OJALA 1 PROP. BARN W 1 I 1 -29 - AUTHORITY OJALA H N asq _ , R1TY 8 CIVIL CIVIL ENGINEERS No.26348 No, 30792 LAND SURVEYORS i 1 I PROP. WATER (TO BE BROUGHT O FROM S sV pQ` a� T E �� ROUTE 6A) N. 10 57 939 main St. yarmouthport, ma 02675 DATE ARNE H. OJALA, P. ., P.L.S. 01--008 o1-oos_s REVISIONS Locus ••'' •' Dh RR (nd) RR : RR N • c c^ • sT LIMIT OF MONG e26? VEGETATED INFTLW ".po LOCATION MAP SCALE: NOT TO SCALE v S° DRAWN BY: BKL/VC S�6�G•: 1jA, -" •: DESIGNED BY: ylzcp L EXISTING �y CHECKED BY: SMB DdvELLING �t O�G : O (00 00. RECORD OWNERS: � C 4 �2�; t 0� E` d- RONALD A. CRISP & REBECCA MENARD G �'•�/ 0 ASSESSORS MAP 217 LOT 24B00-1 67 PILOTS WAY •• , r- U-) ••.., WEST BARNSTABLE, MA 02668 •'•..•••••''''� DEED BOOK 24754 PAGE 96 •.,, � � � � \\ U • U FLOOD NOTE: ,: • :• ....... . N n z BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN CD�, . o - ZONE "X" AND ZONE "VE" EL. 15' OF THE FLOOD INSURANCE :' • J RATE MAP, AS SHOWN ON COMMUNITY PANEL No. 25001 p C0554J, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014. w AND A PORTION OF THE PROPERTY FALLS WITHIN IN A SPECIAL src :•.• s��s o � FLOOD HAZARD AREA. s01, a 0 '•. >- ;,: 0 .• ��4 •• w a, fn . : � z �'• 150LASP VEGETATED U / VWtAW � M • �c� r 1 N CCU CEO O ,� ss °.0° 2`9- O V ! MAP 217 LOT 24B TOTAL AREA =4.65± ACRES E--� Z o AS-BUILT BARN Z 0 FOUNDATIONO U '�� 4�6, ST 000 �� rT t^ a 3 z W \8F �-+ C—•+ Q Z �s D o m rn ��,� �o o o�z j` �Pui �c� fn o S� � �J >zffio,o - � moo , W Ld _� NOTES: q��' C#.fl Q o m Q S r- g o 1 1. AS-BUILT FOUNDATION CERTIFICATION SURVEY SHOWN HEREON IS BASED UPON AN ON THE �e `'� I CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN HAS BEEN LOCATED z Z W GROUND INSTRUMENT SURVEY PERFORMED BY MERRILL CORPORATION FEBRUARY OF 2016. �8' ON THE GROUND AND CONFORMS TO THE ZONING BY-LAW FOR THE TOWN OF Z � � m N U ors BARNSTABLE, MA ITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS. Z W 2. TOP OF BANK LINE SHOWN HERON ON THIS PLAN IS BASED UPON PLAN ENTITLED OTITL.E 5 SITE '�%�� foJopJ, �� � ►�- Q o Wuz3 PLAN OF LOT 1 PILOT'S WAY, BARNSTABLE" REVISED DATE APRIL 30, 2001 BY DOWN CAPE d� ,�oy 2S° t. �,_,,_ -" ��s� `� m W 3 w Z ENGINEERING. �oo � es o, r ` z a �o � O°c SHANE M. BRENNER, P.L.S. - t,!NER D W t 3. PROPERTY LINE, STREET LINE, FEMA, DWELLING AND STRUCTURE INFORMATION SHOWN ON THIS ��° ?��� �� S� �`'1 1``= ` �17 a_ o t5'�n tz PLAN IS BASED UPON PLAN ENTITLED " PLAN OF LAND PREPARED FOR #67 PILOT'S WAY, g o o' BARNSTABLE, MA" DATED APRIL 8, 2009 BY STEPHEN J. DOYLE & ASSOCIATES. s °�`m FEBRUARY 5 2016 c � y , o °°• o A o�Z � 4. SUBJECT SITE IS IN THE "RF" ZONING DISTRICT, AND OVERLAY DISTRICT AP AND RPOD AS s ��� �°' S°8F SCALE: 1 "=30' '=S DEPICTED ON THE TOWN OF BARNSTABLE ZONING MAP. °a�3, � JOB No. 14-172 8 gWc�o� S Dh m o (nd) LATEST REVISION: z DETAIL A 30 0 30 60 90 mcQi 00 Wm (°d) FOUNDATION CERTIFICATION uzmo� SCALE IN FEET PLAN SHEET 1 OF 1