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HomeMy WebLinkAbout0004 DAFFODIL LANE • ry9,,,, a �"iA'g "rn... �6-v ogi". 'r,i n4u 4fi c' wpw M4 1rz ' A yi , b .'-....,• ' v �- a:,:� � ,. t eY sW w 1�. a zt g i � 3 ,+f3lgk �, ✓ P q rc �„,• . m ,.;N.fl ) Y"r. .. : d x y h .� �• tAo. ,+�#{ 4R ,k n 1x � :;� < ..4 sa„J>.?„ .8,r� � �S.e �,tom k t + 6w �� . », r.� yq a,.t� a � ,,.t. 7._�:„. s.,1r :.. . ,,o....,..... �{.k,vk a l..�._ ..:. t� .`�., , �u ^�m„ y. x' � t .a ,,.S x i - .��t . 4 • ti".t ' t $4 �,�y� �k5t: �1 a �€ %1 ", ityj: ,i ' A 4 � �� ` j r tx,4. : mi" M r r � t t � 4 ,1r �" s� a , �r,�yrr ,nY _:jx * .} YN ' w , ' k o, yn•, ,„k„,, r�F i � ,y �y ,z 3 ,'. " . .v ; 0 < Hide Panel ,. • . Search by Permit Projecti--7-- T---.--6i-7-#46.S, I Personnel Fkitl;-4Selfedliie 1 y 1 Permits •-ewew irispections -00 igno ,, , I if jilt Workflow/Project Review Permit#: (4 Character nitaignorn) '"'Ir• !T817-3171 i - / ' _____ , — , .__,..., 1.>•>-,:: 1 Burtilifig-- , I • Admin , . ,, - Conservation GM-Planning Health-in spector Old . . . I; [ Budding- - inspector , •. ' •.- ' -ominents 1 ea Comments;'I 1:2 •-• • C3 0 c.i,„;,,.,B: I Co , . I ,,,$44.44.., f': ,•,' fl'ikl - iIlk..7't-Is•k-"JI ,..,,,T,.”.vire.t, i rii„, , , ,•••• ,,•,•..0•Ae‘',,.;•i,...• - , ,•%,,,,lot.'',1firli Ile, '' ', ,,,k:•' • ••• ?i7 I'l 'I.'1'te, ,L ' 1 --0"--',,, v `: .'"",:t•z`':'::::V.„. , - '''. .,,I IA :.'',7*.•-4;:•,, _ , ,i,N;;;....•,:i•ri.:,,,,:i7..,..r;:,:iiari; '44'..";',..,''.,,..° ' , '',,,,,,,,,,,4,,,,,,,,y4X,,,j,,A1,404:.$4 ,,,„„,,,,,,,-t,I-,...-x I%:1,4-,, 44,13tV,,,,,,,,,-7.4;:ftLIIM,,. •.•;•i;',,,,.•ittfl7e,•44.;S;I:::: :, I•I:' IT;;Y;•,,,,,,,i*,,!.n,;'•,-.= : ",;:';,';,;;;,,,,,,:‘,4k,o4kir •i- ,,,rit, Piki:-'4,,s_,L,,,R;r7•443.,it:°_,r,„-:‘-'. .,,,,_,,,s-,,.4i4u41,,,,,t*I,t4..,,u'itzwii,... z, i'-'),:\'' 4„vs.,,,,,8w9,:,,,,‘ 1,......wpvtiosital,,,:,A Kowi-Vp4•61;,6.1?4,45.7 ,i,,,k0 s-I'6.1-1tIoVel4L',I' ' i•IIII-itr-I41-4'440vIA;I•lirov ,•••••ig,,II.,,,P,P, -•4 ", ' '', Z.1!..ak.... .•••,.."9,,,•54,,i.;44;1,1,•;. '4'.,, i,;t"-,;•':;z,,i4•-itr„Nikir III*,•ic, N-,•;;„ 0,y,•.,,„4,•„, k4;?,4,,......,,,°," .,e I.-;,°,;',.T,,,,,,,,,,,,W.:I,,,,I.; .(A.:',,It,,a,,, ..,.:.'j,r".ottg:.-!...<2'.. ....,,,;„r,rtii e*44,::::.,,,4,.:4Z0viztenettekSt re*Wy,,.. ta,.,,,e,:,,p4A,Az, 0.,.•405 iI,gfki•ISAI:PXOgi;•• ••ic;;•;,,, .Min.ItVi;\•--;'l';',I•IliZtr ;':-"Itg44''''-' '''•% •4•1,-,- •--.--- - - --•••-• -; -•• • • •• .1.2 i,•„'•' •• ^,:',."- ' -0-., . . . ,0/44"4414.4:, Reviewing Department ,-, -•"%•3. ?ir f,s;,.-• Review For: TB-17-3171 • Review Date: .-7''-e•-•-;;:,- -‘,' Building -inspector 1 , Review Status: „ - ' -,---;'-7!2:-''''' '-'''-',-.••,• ;;....'' ® , - caticiiilPioject Reli , Required r) Requested 1....,) None - Pending v - • fis r Staff Assignment/Project M 114:""! anagementi . Project Review 14,‘ -?17fj tilatififi f I it*, ' ; _ .i,,,,r,„:*,•• •,,.;,„,;„:,',..:,-; .•,.,..„,;•;-1•-•',",",fe•V;•,;,<-4,="t; - _,_ „„..,.. ...._ Last Reviewed By: florencb Issued By:mckechrir ......: - ---. Project Comments&Requirements , ,, ,..i Insert Muth-Line Text:I Permit Se leot --- -- ----- -----.7-,--,.•...-„-•-------,7,-,,,-;:-.,..-X----- wiRi--m-r-,r=m•,mm-r'-'7'"T•7-749w-TwIrm.,;-"-",-'7•iwITIIIJIIIF,.,.• ,-;,M4.4;;INI,I$, • ,,,,,,,,,,,,,„,- ;-•••"Rnwe•••14.1,;•••ir.„,,,,, ,1.4i'ii -oa ay, , ..,,,,,..t„.;,4„,. ,, ..,p3,,,,l,„,,,,,-,A•Ivoi.ogni•,, , „, ,•..-iv--v ,,,,„,, -,.„,„ ,._,,,,._, ,,' ,....:V',,•.',, .., Community'Deys-k4,,,,,e + fforencb • - i--- -- November , ,Building permit approval is revoked pending further submittals (Covenant , !,',5 '- 'is i'• accordance with 780 CMR Massachusetts State Building Code, Eighth f 1. ':. - 20,,- R105.6 for a violation of Town of Barnstable Code Article V-Subdivision 2017 ,-•:•-• -::::<,-,'-','--,,,' ''''''''''-' '';',.,*<4 4-;,Ii'''i '4. , + ,`" , 1 �gy„ . Town of BarnstableBuilding s,�t srweLe Post This Card So'That rt is visible om the Street Approved Plans Must be Retained on Job an this Card Must be Kept Posted Until.Final Inspection Has Been Madea � Permit i63P ♦ A • Pell mi L Bad° Where a Certificate of Occupancy is Regwred,such Bwldirtg shall Not be Occupied,untii a Final inspection ha been made Permit NO. B-17-3171 Applicant Name: EDDY,WILLIAM M&MARY BETH Approvals Date Issued: 11/14/2017 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 05/14/2018 Foundation: Residential Map/Lot: 237-017-003 Zoning District: SPLIT Sheathing: Location: 4 DAFFODIL LANE,BARNSTABLE Contractor Name -., Framing: 1 Owner on Record: EDDY,WILLIAM M& MARY BETH Contractor License 2 ,' Address: 2294 MAIN STREET Est Project Cost: $400,000.00 WEST BARNSTABLE, MA 02668 Permit Fees Chimney: ti $2,165.00 Description: Single Family new wood frame home.(3) Bedroom, No Garage ' $2,165.00 Insulation: ,,!:0Fp,aeteP:a:d• 11/14/2017 Final: Project Review Req: ' . - r!L/=-� 0 Plumbing/Gas Rough Plumbing: Building Official 7 ,, Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz months after.issuance. All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas: 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 Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publiceirispection for the entire duration of the work until the completion of the same. e r Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the.Building and Fire Officials are pr▪ovided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing • ` Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a3 0110 '.� gs7 Map Parcel Application # L ; Health DivisionO gdl`+IZ"3 o ,��� Date Issued /05/A7 Conservation Division •1^''�Y Z\Dp i ' Application Fee 0 Planning Dept. � � �,, ;' Permit Fee 6 Date Definitive Plan Approved by Planning Board CrJ /- ; Historic - OKH ,_1k _ Preservation I Hyannis co d Project Street Address 4?. Dci.c.floc ; Village + . tJ c -A 61 Owner 1i®\ f ► .1 Address . ' rg44 Telephone /7 5-,7 9 -2 / 4// Gu '-5 ✓t-ry S 7i4-6 Permit Request iti %r v o ) /—R oawt. %/ iz bedrOV1 14+0 Gaira- Square feet: 1st floo xisting , //4 proposed /o o 2n.,p °•,.r: 'sting fil//4 proposed f o G o Total new „2•o©0 Zoning District Flood Plain /1/-' j roundwater Overlay .,A-P 0 Project Valuation 9:0®` 400 Construction Ty. Fiel4 Lot Size I Li A -V it Gr..• aather ' ❑Yes ❑ No If yes, attach supporting documentation. Frif Dwelling Type: Single Family E L ,o Fa ,,ily J.■ Multi-Family (# units) Age of Existing Structure istoric House: 0 Yes U No On Old King's Highway: C3Yes ❑ No Basement Type: 72'I-ull ❑ Crawl ►;,Wa out ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) /4000 Number of Baths: Full: existing new 3 Half: existing ,sv/e4 new Number of Bedrooms: existing Total Room Count (not including/ baths): existing A'/ia new . 3 First Floor Room Count 3 Heat Type and Fuel: 11 Gas ❑ Oil 0 Electric ❑ Other Central Air: fa'Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing 0 new size_Pool: ❑existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 13 I t Telephone Number C/7 21 Address 229 y 7"� (0A License # IA!-t S 1 7 p-riN S 1E_ Home Improvement Contractor# Email Alt 1 _i`('k ?.-otedl �' l" 6-/-a L )0°i'`(\ Worker's Compensation # ALL CONSTRUCT N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bo-UP-WIZ- Zi f II SIGNATU 'f DATE 8---stge-oloi -- FOR OFFICIAL USE ONLY APPLICATION # I DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: a .. FOUNDATION FRAME „y-»*Qy INSULATION FIREPLACE ELECTRICAL: ROUGH �"`° dFINAL PLUMBING: ROUGH FINAL .GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building Department Services Brian Florence,CBO s Building Commissioner •o 200 Main Street, Hyannis,MA 02601 • BARNSTABLE. • yn nsnas. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Ail . HOMEOWNER LICENSE EXEMPTION DATE: A �`9 3�1 o , Tel//�n II Please Print JOB LOCATION: p�- D Ci d--- —O V L t'A0-441 W • ?p-fL N S b number / '/street / village "HOMEOWNER": .1 r41v-1 6i f Cy /7-- 5-29 2 pp name -home phone# work phone# CURRENT MAILING ADDRESS: 1, R J J'2M I Z (D 4 L,1t �,prn,n)6---' bI IL . city/town zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. Thd undersigned"homeowne 'ce ' s that he/she understands the Town of Barnstable Building Department minimum inspection o d q ' men t he/she will comply with said procedures and requirements. o meowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 Town of Barnstable • n ' Building Department Services • • Brian Florence, CBO •T‘...4 ► Building Commissioner \ 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner M A st C• plete and Sign T Section - If Us' • A Buil:er . I, ,as Owner of the subject property hereby authorize to act on my behalf; in all matters relative to work authorized .., this building permit application for. (Ad. -ss of Job **Pool fences and alarms .• e the responsi►dlity of the applicant. Pools are not to be filled or ,tili7ed before fencc is installed and all final inspections are perfo: me ed and accepted. Signature of Owner Signature of A. .licant Print Name Print Name Date i Q:FORMS:OWNERPERMISSIONPOOLS Rev.08/16/17 • • Affidavit at Substantial I-[nanctaJ interest • J. 4AP/1V kik, 151JL of w ; 73/cyn',i , on oath • . . depose and state as follows: 1. I am an applicant for a building permit for the property located at Map 23 7 , Parcel 6 r I oO Z. The address.of the property is 1) - £( J IL Lei iz_ • - — _ IA.. .-.-.. N-.. -ram- ..._. - _ . _-.... ..-- 2. I have / 0 0 % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph I above. • 3. Wifihin in the fast twelve months from today's date,which is 8— 3 0— /7 , the following individuals or entities have had a 1% or greater'Kai or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: . • . .Name � � fl�� Address '. . . 4. Within the last twelve months, from today's date, which is ?— ' t? - ►7, i have had . a 1% or greater legal or equitable interest in the following properties which have been . ' the subject of.a budding-permit application: . . . • •MaplParcel Addre_qs 3• -- 0i'1 -bo2— - . Z It1 --IcL1 Cicov E. • We T r5�til•-1S4'e'bin- 5. Within this calendar year, I have submitted O building permit applications.for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, I have submitted '6). building permit applicatibns for • property in which I have a-1% or greater legal or equitable interest. - 7. Within this month, I have submitted 0 building permit applications for property in • which I have a 1%legal or equitable interest. i 8. Within this month, I have received 0 building permits for property in which I have a.1% regal or equitable interest Signed under the pains and penalties ►" •-rjury,this Q day f Av sr ,2007- . . /I 2001-0050lafrtn . 1 Q/LOTTERYIAFRDAvrT .. . CifREScheck Software Version 4.6.2 Compliance Certificate Project 2 Daffodil Lane Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,200 ft2 Glazing Area 12% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2 Daffodil Lane Mary Beth Eddy Barnstable, MA 02061 617 529 2141 mbetheddy@gmail.com Compliance Passes using UA trade-off Compliance: 5.7%Better Than Code Maximum UA: 230 Your UA: 217 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Wall 1: Wood Frame, 16"o.c. 2,100 21.0 0.0 0.057 106 Window 1: Metal Frame:Double Pane with Low-E 210 0.280 59 Door 1: Glass 36 0.310 11 Ceiling 1: Cathedral Ceiling 1,520 38.0 . 0.0 0.027 41 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mary Beth Eddy-2 Daffodil Lane 'A mtez' 8/28/2017 nature Date ignature-Title 9 Project Title: 2 Daffodil Lane Report date: 07/27/17 Data filename: Untitled.rck Page 1 of 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone - Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 2 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph Wind Exposure Category B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) .'L- stories 5 2 stories Roof Pitch (Fig 2) l 1"/ii, 5 12:12 Mean Roof Height (Fig 2) ,2 fo ft 5 33' Building Width,W (Fig 3) ,ft 5 80' Building Length,L (Fig 3) .... ft 5 80' Building Aspect Ratio(L/W /) (Fig 4) , . !w6 5 3:1 Nominal Height of Tallest Opening2 (Fig 4) 6—8. 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 2.1 FOUNDATION _ Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1.3 . 2,l/ • 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) Bolt Spacing from end/joint of plate (Fig 5) i 0 in.5 6"—12" Bolt Embedment—concrete (Fig 5)...... .Zia in.z 7" Bolt Embedment—masonry (Fig 5) in.z 15° .�f+ Plate Washer (Fig 5) z 3"x 3"x I." • 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) 9 ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) Oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall " (Fig 8) -_ ft 5 d A.,73 Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) j 2gin. Floor Sheathing Fastening (Table 2).....d nails at 6 in edge/jj in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 7 1 ft 5 10' Non-Loadbearing walls (Fig 10 and Table 5) ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) &in.5 24"o.c. Wall Story Offsets (Figs 7&8) 0 ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls (Table 5) 2x 62 - r ft 0 in. Non-Loadbearing walls (Table 5) 2xJL- ft a in. Gable End Wall Bracing 1 Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) 90 ft zW/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) raft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) • or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and Table 6) ft Splice Connection(no.of 16d common nails) (Table 6) AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loadbearing Wall Connections • Lateral(no.of 16d common nails) (Tables 7) Non-Loadbearing 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) Header Spans (Table 9) i ft ©in.511' Sill Plate Spans (Table 9) & ft o in.511' Full Height Studs (no.of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans... (Table 9) f ft O in.512' Sill Plate Spans (Table 9) ,_fa ft O in.5 12° Full Height Studs(no.of studs) (Table 9) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneous!? Minimum Building Dimension,W Nominal Height of Tallest Opening2 i5 6'8' Sheathing Type (note 4) �y/ /oc �� w+ Edge Nail Spacing (Table 10 or note 4 if less) tv in. Field Nail Spacing (Table 10) % r �n. Shear Connection(no.of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) pi% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension,L Nominal Height of Tallest Opening2 rs 6'8° Sheathing Type (note 4) ,24..1,r.rlg.a ifP' Edge Nail Spacing (Table 11 or note 4 if less) 6 in. Field Nail Spacing (Table 11) ., Shear Connection(no.of 16d common nails)(Table 11) V Percent Full-Height Sheathing..., (Table 11) LO 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? 4.1. 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) ft 5 smaller of 2'or U3 - Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=S if plf Lateral (Table 12) L=:f&(plf Shear (Table 12) S= 4/c plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T="SI'S plf Gable Rake Outlooker (Figure 20) a ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= . Lateral(no.of 16d common nails)...(Table 14) L=iaslb. Roof Sheathing Type (per 780 CMR Chapters 58 and 59) Roof Sheathing.Thickness in. in.z 7/16"WSP Roof Sheathing 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 following 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: Corner Stud:Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.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-grade. B6. 235439 Ps302 - 18039 B-14-06-2009 a 12: 13e3. QUITCLAIM DEED Matthew Eddy, Trustee of Audubon Acres Realty Trust, under Declaration of Trust dated May 19, 2005 as evidenced by a Trust Abstract recorded with the Barnstable County Registry of Deeds in Book 19841, Page 228 for consideration paid of ONE AND NO/100($1.00) DOLLAR grant to Mary Beth Eddy of 2294 Main Street, Barnstable, MA 02630 , with Quitclaim Covenants, a certain parcel of land in West Barnstable, Barnstable County, Massachusetts described as follows: Lot 2B containing 2.14 acres more or less as shown on a plan entitled " William and Mary Beth Eddy 2294 Main Street Barnstable, MA" prepared by Coastal Engineering Company, Inc. dated April 4, 2005 and recorded with Barnstable County Registry of Deeds in Plan Book 599, `N1 Page 51. Said land is conveyed subject to and with the benefit of all rights, restrictions, easements, encumbrances and reservations of record insofar as the same are now in force and applicable. For title reference see Deed recorded in Book 19841, Page 229. Grantor hereby certifies as follows: ti 1. The undersigned are the current Trustees of the Trust; 2. The Trust is in full force and effect. 3. All the beneficiaries are of full age and competent. 4. All the beneficiaries of said Trust have directed the Trustee to execute, acknowledge and deliver this document conveying the premises herein described for nominal consideration. • CUSHING &DOLAN, P.C. 520 PROVIDENCE HWY, #10 NORWOOD MA 02062 • Bk 23589 Pg 303 #18039 WITNESS our hands and seals this c27 day of March, 2009 a ew rustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. • On this (214"day of March, 2009, before me, the undersigned notary public, personally appeared Matthew Eddy, Trustee as aforesaid, proved to me through satisfactory evidence of identification, which was �r, , to be the persons whose name is signed on the preceding or attached document, and cknowledged to me that he signed it voluntarily for its stated purpose. Notary blic My commission expires: /a-/'7 1431403.1 / , rt@ta r� „p 0 • a yif` o , Sao A REGISTRY OF ATTEST A TRUE COPY, -2- JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS • �f?1 ' -3sr • - A.. : RF ( R' • LOCUS MAP SCALE 1%2000' N ZONE RF-I B RF-2 MINIMUM WIDTH- RF-1•125 FEET • RF-2•150 FEET MINIMUM AREA.43,560 SO.FT. ASSESSORS MAP 237 PARCEL 17 • • • MASS. BAY TRANSPORTATION (FORMERLY PENN CENTRAL RAILROAD AUTHORITY W_—E S 83.28'10"E 247.82 0H(FND) Ir 89.99 .O,I 157.83 I Rio W . T=36.l7 Iz R.50.00 I I A•65.45/ CB(MD) W 0 I /' 16 • / T•34.02 m __ R.44.34 • I A•58.04 ' . ml _ N H,00aE -'6— I O pOPOTMEA pG.A3 BRUCE W" PAQUETTE III_I — ( PL.BK.222 BK.3902 '_ _I-� +2L ,'OE FL.BK.322 Tb.220 , PG.5T GY _� I JE O i W .. T. I ( 2 -p ____I} I 3.79E ACRES A UPLAND I I 0.2 ACRES LOWLAND ' �Y TOTAL TAL•4.082 ACRES • 3 -,7 SHAPE FACTOR•18,30 • I wl — I offN01 1F I -; m o z 1 - i000I W • I 82 , Tn I - s76°(6'OO" O q ��\ W E 3 ,w . m 'mm 83.3E o ``\,r 11I = i pH 1FN01 �DH IFNDI " m 98T°42'10•W 1%.4T f1 SB6°SS'SO•W IYS.IN - IEASEMENT �' \' nI �A y9 O W/L.50N \ ,,, I _ 3 _ 1slt 1 TFRRY N'UONES N El ry O �90 I BN.2T25'V4RNEY ry D \ P0.294 I p1'� C:3 g • • I Y p,STEWPRT ETU% I I I 1 ROBERT PG.290 THE000RE S.HAR 208 1 .4x IOB3 p0,TT 1.0002 ACRES IBSI P0. BK.I6T1 PG.98 • ISHAPE FACTOR•22.00 1' p(,.BK,269 PG.98 pL,BK.269 1 cl R I I ml I Imp SN6q°//,iW 3/ RI 1 4.90 9B . 4p.. Tg rE L/06.L H/ 3p.69 792 GHn'AY N76°O6'S'3' (68 - 103.13 - .07 - + N65.14'10•W 110.55' ROUTE sgA9 e(FND) DM(END/ MHB(FND) • 45'WIDE • • PLAN OF LAND IN BARNSTABLE,(WEST) MASS. , FOR VIOLET E. NICKERSON • • SEPTEMBER 5,1969 0 40 80 120 SCALE IN FEET I"•40' b ' CUMMAOUID SURVEY INC. U - 45 COLLIE LANE - CUMMApUID,MASS. 1 CERTIFY THAT THIS PLAN CONFORMS APPROVAL UNDER THE SUBDIVISION CONTROL .Y • THE REGISTER 5,OF REGULATIONS OF - LAW NOT REQUIRED. ff.,' . t WITH THE RULES AND THE REGISTER OF DEEDS. DATE.•..,�B ..I 1..148. w.sie�a • w»c r. zie� L�M7(L. PLA- REG.LAND SURVEYOR BARNSTABLE NNI BOARD • , • PLAN REF.-PL.BK.284 PG.12 , e • B00I��PAGE� AROVAE REt BY ME TABLE OF LAND AREA INFORMATION LOCUS OASTAL" BARNSTABLE PLANNING BOARD I 6.44,-,,,.CU.a in N01ES' FLOOD NOTE: PLAN REFERENCES • TM or AME BERME OFROr r MAT TM N O E LOT AMERlay PA LOT • . . DAM a WARM // /O� • a APPROVAL a MI5 PINY Sr THE%NBwO BM19 TOTM IOr WA(SEUME EEO MSC.SF. 93,%°2 U.. L N CUT TOM HOMY AM*cam /25Can 0:03 MLY a`N.Is02i.°"X° Asssaa WV an. vAem.1Y-: �' NGINEERING HAS BEM MA.)ARO MOM At MA CMCE IND • ...,10T ypA(,,au) I.SBt AC LI{S A0 2 Ram 6A E A SCAM ROA0. oFED BOON 1um PACE N xo NBME a APPEN VAS RESTED OUR.Of OMPANY,INC. DAE, 3/f TWENTY OAS HER AMR row REQaT AM Vw,Vm AMA SAIOot sr. m6001:Si. 4 s°�iBrw TRTRO w BSA C WARM DVtigVERS: PL.MN WA PA¢51 R 61''i EmwmaYAm XOR2 WEIVSm AREA O5t KM.BF. E ME ATM a TLS PIM E TO CREATE. AM'IYx•Y.OimY.YwT 4 g mlFemumMMN oA F,y Aee L LOT FnwMa on Fr. ism Fr. M.mx9w a LOTS 2A MO m wow w wuwl LL Alm VARY eErx My PWI Banc{e0. PAGE N S$A 1.1 I �� ; LOT SNIPE FACIaS 49 IY3 AAR Banc�°.PAGE 51 ITS ME RESCUES °B R 0740E YA MSV rUN BOOK.ffi. 70157 TOM 4,.AG ,x a OaROMNO ACCESS MIST 19 $ (PET9IEIFA SOUAIYD/AMA) (EOMr/SASOD'1,059�/TA600 AMMO MIS MALTY MUST AO a ROTE: PROPOSED TAT 00WPEY SUM SF a pm DS LOT AREA Rom SUTLER MUSE USE MY BEM Y g,.MIRAN WARM MR� `1, 0WOMEN • BSS,AMER MTII ROAD A ITTE UP we WTD MST,4 AGE e NYANM4 NA 01601 - APPLICANTS: Mao DAMPS a-1 M0 a-: ' VASWAMMOonBEM MYOMIMY m@M �� FOR REGISTRY USE / v.b BSA Tn KEY MAP '•wmaA BYaEMa¢w oaw IotE asma!awmAMF •-Itrir ASSESSOR MAP 237,PARCEL 17-2 ''•• - TOM AREAa UMW(NN9 IA®!AO ' 77.032 BY. .G.�'� . ZONING REQUIREMENTS NOTE: TO I AX ZOOM 041011 Ri-1 a-a on°MO01 BREMO.I SUBECT M MM.M° Yb wo AP' ' A1500 SF. 4156D SR g Nw.for MOT ffi A' / wL lot MThIPS ISa j 1 ' PR0IT LUIO YIBAIX SO SC • SRC WO SERUM SS IS / I ' RDA YAw S 10400 1S IS/ -' YAI BUBm1a NEAIT ]a >p LYA4 0T 9VR IAC a 9L Y g9r • SOOTY F.RB[ARSf ANO Ago PAa I / - g005 / CARTF E PyAN e MORNBURO-BEAKY I MP 8 / MEM. MM _ _ —_� \ me. 4 J 14 / to M Rif ,KNEs -- .0.12..t. L n• m' \ • /. / Eano V VARY N VARNEY ��W-'� ��i65, PACE,001 P tll moo \ / . FWNO BE 0) TO / 0EE0 gsa''25P.10m Y SET(1 BOW N woo'E P'w'BOaI a,vaf WAAM DY p56Y(` / LEGEND Nom' — R—� _ — Ilir s.,a I_ T wwr-a-RAY Sawa Fawn p ' I T axo Baas I,ei PAa law • �7 I ,� nm'P°E --' 73x wPE gg9.,s' ,5s.0 4 / PVH 60at RJ>.PA(F 101 �, • o MN APE AD w o T • oPaE xaE r vAum Om1ETAr n u5'S�`� OOIL( I v 9 -R-5 o • V. DAEF Ww NEB WA _ 61.a7 �� F 2�` ��p n • BOUND 10 BE My c, I N 9',PN.9',P.LOB {yMOf' T71.W --5 OB'N50 W I 4 i' �' •IR.`.":N A c>_ [w1w0 BRAD Om1EWAY \ z oAQFDDIL(AD •- 3K C PM.Y_Lw.•'•'Vw(FB WAY) t' W6' j 'a DG CAS 6.6 , I CCi i ( AC) N-�'1 Y,-5 W MAZY VALM Q 11 �� a I L �+u,, tAq\ <`^ / EXISTING PROPERTY LINES PER PLAN ` ELEGIAC ISM .7". I 0 / "Tb��- x wN,50-6 _M,,om^' BOOK 599,PACE 51 TO BE EXPUNGED . .T ® M Box (-, 01 O -P� LOT 28 o LD7 ]o0 '�"- 1 e 93,8004 Sr.2.143 ACRES 1RAxsicwaR LA ' A MOM E"uawsw , \ .'5, I 78,6004 S.F. 1.804 ACRES UPLAND o MART VOLE �., ,7 z. I • 1 v,\ (4,9003 SF. 0.342 ACRE WETLAND 4 —< aroma.. (y., Q • FOUND / sk N Th Eg'FmnB Q�(Q{�� 76°. \I ' � cn i ?LOT?A Q I . / 89.100 S.F. ,- ‘ 1.384 ACRES ' , '�58';aq , .. ` \ / \ .. IM-1 z \ 59,1004 S.E j� . G., 1 ( V 1.364 ACRES S 14 LI \ I ' .------- ' 'Ak ii3O 1 \ IV • \_. ;•\ .' oY�� m„w 1 I NAMm•I / \ /S`aps•E AS NOIFD • loot _ ,,„ • i ,, \ , , • 4 1 / 111 '/ `1 f0� OaNIEA M.00dE • DM.. I1 1 1\ 11` .' os1E Ri `, 50 s;E IR MYYMA wAA6N IMF w nrzrvnn \ \\\// \ rE • asm •A0 3 Valli• / JJ\ \ n1zd 1133B4 PLAN Pl. w zo o NI7V \ 0301103400iir 11321303O E W ��Lw luent N a ,, C1su4.00 • • • • • • BOOK��LPAOE 51 1OOM OASTAL S anew NAu�r �AT�'NANOWM1 RECEIVED AT I RECORDED r.' ENGINEERING - • tAZDy - AB ILIT 19 P 3 36 LEGEND an 6A` 4 OMPANY,INC. . ' WENT-CP-NAY •-- OAPN9iA0LE COUIIiI' �� �� DEED EON 1A63.po Ip01� RECIST.^,Y OF NEEDS WAN BOON 9)i, AW 101 J^_I!::r;;^;,ilE • 8COND • 0 WIN PPE CD ECM I / 4 • WELL WU ,� ENT 6 / 61E11N0 �,D' PM REWIND USE109,0003 SF.250t ACRES Z. BAW6IIHIE VA • .� 94,1003 S.F. 2.16t ACRES UPLAND KEY MAP 14,900t SF. 0.34t ACRE NE1IAND xn ACNE IL 9 1 PLAN REFERENCES: , y I N 10.055 E+ o0rE MAP 29. PARCEL 17-9 1 • DEED DOCK Ina PAWN 0 ZONING INFORMATION N/r r ` '' N IN BOOR m Pa>. SNn E.9EMY AED NM AREA A-1 W-9 LMELE E MOW19MC-9f1A3 ''i I- PUPPUP BOW AZ PACE 97 NM IN AREA Na990 v. /WSW v. - YW LOT mama 70 ffi I `I .'/ _ I RT SE ORD NAL LOT WUM Is '1Sa It TRW TARO SOWN Of MY son SOD YNO SI91Gl IS 5 I NL O• 1 9` ONOFA N DODGE DNIY WWI NO A-9 REM VIM SEDUM A IS jj,� • gIt NAP.WIMP NN911 A .ICE �'1• 09SAY OIO M LOT SHAPE VAPRA II 9O -,fFp''•. �''. TIE LASWCZ BN06OHE O_ I z LOT u a I 68,800t S.F. Is -` ' §s 1.584 ACRES OA. FLOOD NOTE' TABLE OF LAND AREA INFORMATION $ I \ / ROI MEL n�"`o90 AS 0 RINSED JILT WWII CR RNA 1042' " LOT NNW LOT 1A 1N ID I s++fr�. -- / I992 OTAL 1m N9'A WOW/WET) WOOS SP. ,PAPA 9P. y�^,I\M ' .-0.woNd£ TOM LOT IAA(AC E0 L'N At 290!N: "T'O• MIR/AAA 6LEDA Sr. a1992 u. I Sm 0O,"� NE NW NSA O v. (WN v. g�I "bm"am OVSNERS AND APPLICANTS: IPAIA6 AREA tl01011!PAWI.NDIE 69,IOf u. ImAO6 u. 2 G,PRIz 6 PN0IANWE AREA WAdk SS. 7,9004 Si. TO Ag. $ P.O.O.BOY 11KU.IL 07 WRY 9ETN EDDY LOT ROOM 0050It 31.0 FT. .,------------"r.,--) BAWISiIWE VA 01830 LOT SOX iMTWi 99 1AI - g)6,5.00. s' (Im1flW 9AI M/AREA) (106WS/39,109;I,664/IW.00 I _ E d l\�/r �. m I ; N P6A6'(D•w a9sr.P / r�NE° Q S APPROVAL NOT REPAID W m / raw 9 w BARNSTABLE PLANNING BOARD n. e ! 66"- for wWm�saro. DA1F F 1 Qp�� 1991W -7- Dif 6 eT•i'10•W 158.AT __`( E••�,w •/ CI /'T RY`. 5 BMW W �-E I�^�Y/AL.+.-Y-e i 1 I !T.,. • x ,ry�' P±o0Ob4E RODER[91EwARi I a I I WOEia 1 /� + ` 1 LP1H A Wm. 1 ^ N/r 4 / ' CDA POE I I ,Z1• AND+1PRV R VARNEY I a. Q IrOET E NNmAM •< `RN�vc = ESP1b rNOTE. '8 i YOIED ITA RWN410TT 611M PLW 040 �wacnl01NOT I910W IO'OPWOI RECN910E CTMltawg pDDE INANUM C IOT 9 PURSUANT ` 4 O 1NE PROMOS 3 8*9I01IWE o''''' ~�• I99 6ECAN 110-1N1g \ J _ W9159WOB W.+IAOaI W Ore[xeoev +MI \--- / _LAP 1 MEW WRISTTWATWS PUN N '--'.•.IN B - r • //////// VNO C 1 g1 Edrid OM l ,�Po', / � {_ w 2D NO EL141 a s P 1,/ rA .j/I REGROWS S WS�I max 09 Ls drum - 9'6 V—i' . \`,tea .•,� ringer ly,..., CIMI D0 ., 1 . i . .. . • • • . . ' • . . .. . . . • . • .. . . . , , ... ....„.•....•.„ .. ' • . . . . . . • • . .... . ... ....,...,.... . . ..., . .,_,.... .,,,,......,..,.._.,... . ., 1E' , C E G V E 0 • • • - • . : & • • •. . .. • - • , . . . . . .. . .. . • . . . .. . - • • • I .• ••••• ••... .••••-•--------•- . ._..... . .... .. . . . . .. . ... • .. . . • . , . . ... . .. • . r. 1• .... . ... _.. .. .... . . PROPOSED WINDOW SCHEDULE- Allu 3 0 20 7 • ' - NB-TW2452,R.O.2'6-1/8"X 5'4-7/8",QTY.9 C-TW20310,R.O.2'2-1/8°X 4'0-7/8",QTY 5 WV GeN D-TVV210410,R.O.3'0-1/8"X 5'0-7/8°,QTY 4. • IIIE 11.1 1£Mit I MOIR E/F-TW2876,R.O.2'10-1/8"X 7'8-7/8",QTY 6 PLANNING DEVE_I OPm . ... • •! -.T.tig•••• •. • • • .. - G-TW210410,R.O.3'0-1/8"X 5'0-7/8",QTY 2 • :- .. . ENT .•• . . . . I Au;tar SM.!MM.' • I i . . I Iflf- 1 .• 1 li IPCI I *.',, ' ! .• .i_ is ,_,. SM LF OKE DE= REVIEWED 1 , PM • , I . MO AI1a0p: " Eir f ,...,, ---;:-....... ,I'. 1- /Z/71•47'1* /4/.7 t ' —'`.- ' BARNSTABLE BUILDING DEPT. DATE 1111.-- 11111'' 111 '-----'—c-. ' , Alt , , . . . i _, .....„_,. ..:ticr ____,,,, ..L.DIESWEIVOZILE YE I ' k . In 21,-- i t= -- . , - I I • _ .... .. _ III . . III ; i III • 111 Ill 3 Y ..•..... III FIRE DEPARTMENT DATE k - ,--I Fugsr'taxer - _____. .____._,_._._ , 4- 1 BO r4 SIGNATORI.:SARE REQUIRED FOR PERMITTING . ''v'f;r0fget4E'v&Kes(PKWIIGT/ZegTV / ..).,-,9 - .,-,..‘,..,*\.\.1,\•,,,,..,.\\.,,\\.'\.k.\%,,,.\/ 4,./..,., '../,\\.4....$:‘,..X‘7,`,...T.< /....‘,V;, .7" .,,f....,,..\:', /,‘....,,,,,,,,.,,,,\,., , \.w. ''' ' .. •g‘-•• ''' / /..\\ ..,''. *. t,'' ''"‘ ' ''' - \\ ' \'‘/, \\ '%\e/>\ : ..u.i.\.. >\ ' `- -' ,• - - oo',-• \ . I REFER PS ISE FLOOR RAN AND BEADING S PaPCH POST/SCREEN DETAfL5 •\ • OSOUTH ELEVATION - ..4. .1 .k 7/4'.. 1.-0. • 1 c.,EAST ELEVATION -ilii :i - • ‘......./ 7/4.4.r0 •...44111 . 7. 1.1 MT- - A-A 11 1 • A-3 air IIIM STONE I =MT . : . •I mil .. -. - Val_ ' 11 1 • c..i..2‘ i R 1 111 T . .'". II______I TM. 1 . ,.. .. , Le.1 .1= ir, N 11 • 1 % --+ s k • ni ,....___ _,.. (. • . . -- . 1 , ; • . 1 1:1. III 1 -., , ,Th TYPICAL EXTERIOR WIDOW TRIM ... :_:____ J! _ ',----__• ..... =--- -- ''..'...;,. r;'.-- I - I r- - bp_ • —); • • •••_-_,..„....... .WM=AtIC 4.1.115170 AM PIIIFORAMCE- -........... --- -- rim ant US IS SM.MAR 113 EILIal,}041 - _,_ suosso 03 . .-- ...----."- :::...,...„ WINDOW SCHEDULE r, +on sou s',warm • k ,C-I— .=1:7"-4 EalmENEEE I 1,T; 1,r-=1-- • = I . — ' Ell ON III NN ' 1 Iv ,p III 1. iiii 1 . 1 NT 01.17 swan ra.... , '-4- a 11111 IIII as ==--- ;1 ii gig -,— , ' I = Ill in MI ""- .......' el. , ,I1 • I 1 ___1 111 ' ly- _ . _ — Eli EN a--- - _ 1---i e..-,— III • • . . .- ,::-.• -. .. or,ler.-- . .. . • . • . . , . . ii II III 11 — - In r Li_ _ . . .. .. ... sums rate.--ba- M.m. 1111 -- - - - -.- I ''""- .--. , ir- -'•/-'!"-"f//--.!WO/'-',.'W.:'''.....',"V/ , ,'./ 4 4 4, . ,,,' ' ." ,,,,,,m.„1/2„..,..„-- ....„1„-,,,-„,„,„„ „.. , . .„- .„, 4, . , .., „ ..„ ,. . ,,..,,,,,,,e-., 4,- ,..., ,,,,,,,,,,,,,,,,,,,-- <> r-i s,.,,,..., .„.).,..4, ... .\\ lef ‘,.. ././ ..4-- - \ . / 0 NOW17-1 ELEVATION (Th WEST ELEVATION a ivulogeic-a- aft ,_..., ,,...4-.. r-a- 'Ffetl/t5910'‘,5 '21‘ 14144014) i•A;"A) i m C D Li FRANCIS SULUVAN Ct NEW RESIDENCE JAN. 27. 2012 . r" ARCHITECT -' . OFF 2294 MAIN STREET A-2 1 .i (2,A Lo 14).(1-5 . • • W.BARNSTABLE,MA I 'N , )1 • 03 eb . . )CV --I-c) ScAt- 11c' .. , . .•. •. .. ....•••• ...• ... • . • _ .• .. ........... •.• ._ . . _ ," . . • •. . .. ,E , • , . . . . cla• et I 7 'r 1 • k 0 - 0) \. L-k) 1.-' -.- .• ' o... 1— (I) .1-- ! fal ,c0 Z \ . • c3 c•-I CC • • cf. ..: •- , ,. . . CI C....., Z. \ ••••1 0 CDt..••• I k 1 ; , telril V°:::::33:A".7 "Z. 40'-O' y :i _} t t2 1 A.---:"1----6" V=11 --1.4 ' O EntryALL e'-10' r—x' r—r s'-to 2 z fi TER!OR WALLS ARE IPegs I Pegs r A ! (� a 1 r ha=' �"..�Ii—�� • 1 1 I V it 1 .�E.—, ; 1 -ex ----i v,�s �. 0 [I I: mPant,., ., lo to Ito , NW of ) ___ ti. a _ _ 4 , 1 . ..... 5, I _ Kitchen / Dining ' , f BEDROOM1 scsSTONE cad :: yu po 6 (4)r•4- 7. 38'RANGE W WALLUA 7O '� * 00 6Gi10RAY 3'—SO' 8-4 1/2' _+ —•— — -� f� 0 in _O SpL R� ..... M Living . sr g— � S 1*- rm A. - ' Mums Oi vi s'-111/2 0 11 Ta Uii till sis-tssf -isr=.fs�ciissf ! S/ ■'., 1! aI* GIs ks I. -� ��I Id 0 _. t���� -�• Y t --� _r► z ice' • 1._0. �4'-D r-1 3/4-. 7-1 314' 4' O 3/4_ 1. 3'-3 1/4' I 12'-6 3A! e N I 0 N K FIRST FLOOR PLAN .-:: 0 7 / 4 " .is, V-0" n IP 3'-4 1/4' j 3'-2 1/2' -13-2 1/2' 3'-5 1/2' 3-2 1/2' 3'-2 112' 3'-2 1/2' C 23'Cr ♦ NEW RESIDENCE JAN. 27, 2012 OFF 2294 MAIN STREET • W. BARNSTABLE,MA E . ` / 40'-9` : ------: L • i7L1 I I r co Ir-10. e 1 7n o i -4 I 5-4 ♦ .1. I. 3 T I L ...la I I ♦ '� y.. r .4 4.- -4. L WL m td . dig k 17' TOP OF WALL aik L L . ems- i; 4. VP •!• . ANCHOR Barr 1Y FROM AIL camas • yA1�EAS0)!&CSEMENr 7ANDOMI RUDE M ,. _ñ MANN_ 1 '! AY 3:FLO.2.-8 5/B'r 1=7 Ve A OF •1 r ERICH WALLS. CEMER CB/2 4.SIL .. Y �. - 'ANCHOR DOLTS / �, 15•-5 1/2' a ..e 2)IS ROOS SET WO RP CIF EAU • - r, ` r' CQNAEfE WALL: r 1 \'•. .� a �'� 5000 lD P9 i0 CONCRE7E BLOQC BA56.N. •. I 't0 l'r• t. 10 FOR FIREPLACE Mt7H •'?• CLEAN OUT \ m n • TO RIDGE BEAM. "-CONTINUOUSPOST CONE DP\ •.� HANDRAIL \/ POL7CET r -I• I--( 1r J BEAM POCKET I T I g •I CONCRETE FILLED L - L- -3 L- -4STEEL DOL. - 71P. il. 5.,___,,r x o • 11•-0' 11'-0• 5•-8' • 11'-o- I`♦ • '0IF '• 1}J. ; (2)1B RCVS SET PM FOOTING � b M MOOCH CE ALL FoIAq- -', :•1 CONCRETE SUB Ma 91001N 7R0AE1 FtrMD• AMMON WALLS 10 W DAP-, �'1 3000 P9 morns)WRM mums •F•4r•r -- NOTE NEW NAHOLIAL IRON THE BASE ' {{{{1'-A:4 Nr O TOP OF SLAG L Or THE WALL ID A PONT . • 4. ,t �./ Y BFLowFW9M MOIL ! s RFlPti7FOm MI11t .r ♦ �-r A. 7 `g1 • -1•,.1�.. "`ram' 'j"�,(�'r'. —;' L t- ` _. y ..t A '---+�'7 pi; 1I PLAcC MOT=ON IA'A7t5TUILIE0 EARTH ' a;', ' .M :�' - , ' ALL F0OTP GS MUST BE A UNARM OF 4-O m • MC rom GRADE AT IRE BOTTOM OF i. MACAW COIPACT ALL AREAS ! o. TYPICAL FOUNDATION WALL DETAIL ,rIi1T°/ 7.-03/a' 7-61/2` r-o3/4' FOUNDATION PLAN0 1 / 4 " 1.-0" .t • r• 1 r w LevAl • NEW RESIDENCE JAN. 27' 20 12 • • OFF 2294 MAIN STREET F.._.,1 W. BARNSTABLE, MA 1 A—A Z,; , 1 Ng*•a , - _ K - : • ALL ROOF SHINGLES ARCHITECT SORES 30 YF_AR ASPHALT mlir - a. TRANSOM WIDOWS HIDDEN r2 f� Cava FLOOR ARE SHOYIN DAS,11:0\ 0, ii • S�bEP . N+ —il "! '_. Y1 .M. J i Y 1 1 -ice rm �� a-- 1 I I i • II 1 - a .,"ROI , i : ice. E E ' _ ___' I w riAss' E„ 111•11111111111111111111.11111 111 RRST FLOOR ■ • r liW .4.Y 1ti: �� NV 1r 0+• . ��- y Ny��- ��' 1�• `t'°' 4‘. 7 V:- ts•. 1�. N�- )�• tv w r• �v ,v ��• 4�• ��• 1�• w ��- ��- *A. ��. ��- �.• �.- �� 1.- w V' -Nw R N d ••, -*S PO-C a p s e r, :1**4 /Nt<4: � � f / /itia f � eV, 4/Ooqk \ I E‘‘Tio‘S 141 R - 4r4e. / NV \e \ REFER TO THE FLOOR PLAN AND BUILDING SEC R I PORCH POST / SCREEN DETAILS 0 SOUTH ELEVA TION -VP .12 iii61;1044babl 1 dld11611°°°°igllklkHillIlIllIllillilli%llkmi.,........:__, �...y. El `r i— • --- - -1 1 1 1I MY IC GroMoniC I I • I _t t t t t I � Sfr1IY ..ES. 1<I i! _ �r 1 --t i t --i 1 • I = I J --a cam. , -- 1 I . • I• -I • Y 1 _->a.. _ _ L--- _ --. I ' in._GRADE 717 RfpCE --- �..�. -7 - - - ( *�j R IL • My SECOND FL VESTIBULE E MCC THIS MX OF HOUSE AND ALL RDSSVE OF g� —` CLAPBOARDS CLAPBOARDS : .0 1, ED ED '4°1°1. MI 1 [ 11 .1 [ 11111411114.1111111111111111111111 ;I F70- 7 Ill i 1 1 I I II .MI . I T�IMUM ' o STUTTERS T.B. .-`-14 -i•. i I , I �T ` . I, . ; it r ;. . M MIN III •M 1 • _ • • ' -In FIRST FLOOR f ��/ / �/• f � f�//~ 1. � � �� � 7ti�‹-,.. �+.� rr �c,„ys re rvfoff 1 NI‘# .� I � sre/ ig / i r ,� r r �. 1 44,4,.. � �� r � ,� f . .� s . � , of / r �� �i4.ek x ; dry ,"r ' 4 •�. . . - 0 NORT1-I ELEVATION 1 7 4 M - ?'-D" FRANCIS SULLIVAN 11#4,'. '�, ,,,,: t • ARCHr 1 ECT . ` . . _> 4 rQND RI]-ROK 223 N.TRUR:i,MA o2652 1 , • ONE FLUE STONE C HIAINEY 7 •,;F `d 1 C -_ s..• 1 , N q • r It r I t ��_ I _ . \\‘: .\ 4� �IUtW�L1. SH1lY�3`�iF i4A CEU�fR . — .1�... . — -- . ^ 1111_� ..�. . CCN© F�COR --allaggilli II. r ; 'fir 12 r 4.711 ALL ,.SIDES�' YFSTrBULE ARE :. . : . .......... 0 r !�! Noon aa�s MI 5-711T7ERS T'ar—... i .1 i. IIII 1 ilL ......_.: . 7 ,--, i:::::*::::*:::::] :.:4:::::.:::::: ! , ..... .... .. ...•.--F_/. :i.♦f:., .. ... .o. •:: .:;.•< - — — . _ . — . ' _ ._ _ s _ FIRST FLOOR ❖.•. :.•.•.::•:. ...,........ � 44 4./r 4/de.fr\s++ ....-4\N.tSV.1 uii0j,v.,4r-A,t%‘,.,.‘,/(,.,,...,-eCAA (a �• ��-•��4 �-• ,.1.��, .``�' v ' d`��'! r1 �1 de` rr �T 1' �`'7 `V'��''mil *f `�!" ; '"✓ . . -r�.��4, v-z,/ ',• 4 , rt �+ . . �'► ' e f E'�4STELEVATION I , l / 4M = i'-0 " ti EAST ELEVA TI CAN _ = 1 —O 0-1 N 2- ONE FLUE STONE 1 CHIMNEY i + j - _ - SHIELD OVER NA1UNO XIW ► AL / y., I i 1 r I 1 I 1 cI - 1 i 1 I . ii , ' I s ;' �_—iIr - _ _- T e , _,__ Q ,, ,,,,„,,,,,a, "1 NET ' r �L i I I r . _ E - TYPICAL EXTERIOR WINDOW TRIM i i1 =' • :_-- I, al SCALE lir all 1=0- _. I 1 SECOND F-0 — . — .___ .i;—. - — .—• —- -- . _., �` 4 ALL WINDOWS ARE ANDERSEN NIGH PERFORMANCE•- 111111=M1111.,_ WITH DIV. LIS AS SHOW OMER TO SELECT COLOR .: lllla[IIIIIIPMIMIIIr._ AND HARDWARE OPTIONS - - WINDOW SCHEDULE : 40o safes ANDERSEN � I�- 1 I 11101 mil MI CLAD DOUBLE HUNG -3 WIDE UN IT TW 2436 ::v::.•ml: IIII r on��,i -1 ii fro ...........r.• ......, .. : :% { : ....::•:•::,��� J1iIIIIiI::: �:•;%%�::?::❖: UHr2415Matchunits below II ,� ,1, ?:= SINGLE POCKET MULL t � _� 1111LA‘i ;1• <>CLAD 71V 20.31E V! =::_r •• CLAD DOUBLE HUNG = 111ILFIF r, is•..r..:: - • 1. L❖::�•;L:❖�•. `r. -:: b :•: :.:;.o; :... .. EGRESS REQUIRED FIRST FLOOR 7 I STUTTERS EBB.-- - -- - -- :❖ :•? :::=%:•:?::.=; t;::•: ;:::":? <>CLAD DOUBLE HUNG -2 WOE UNIT— . _ - -.�I ii . ._ - :::fir:% r•:%: i% TW 28510 • €- ...• �i•:•�.�.A•:.:Ai:. SINGLE POCKET MULL TEMPERED GL. V CLAD TRANSOM -2 WIDE UNIT ��y -� "'' ".'' "" " F DHT 2815 Match units below .v . r- N. of�� �I `� �i`` �� , ��! ���;�`1, vv. .� 1.• /��,'wt. �1, . �`� ,�• .► . .! f T�_ �� SINGLE POCKET MULL /�' �•�ff f` 4j��C�,/ �j�/`��0� �/•�f• •, ���� '` . �,/Aa f/ 1.���fj��•w�,s /� '``�� `►� ����`� \\•�\zwz G TAW 21 DOUBLE BUNG 2 WIDE UNIT ' .\V A. f\ \y" �!\ �/\ •• \\ % \\`'' ., �'\! Vile// MEET EGRESS REQUIRMENTS 1 0 WEST ELEVATION r f 4 " mit 1.--0" • NEW RESIDENCE JAN. 27, 2012 OFF 2294 MAIN STREET W. BARNSTABLE, MA SPECIFICATIONS FOR FRAMING : 1. ALL WOOD FRAMING SHALL BE IN ACCORDANCE MTH THE STANDARDS SET IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2 ALL STRUCTURAL.FRAMING TO BE #1/12 GRADE SPRUCE—PINE—FIR. KTUV—DRIED. 3. WOOD HEADERS OVER WINDOWS TO BE MIN. TWO 2" X8", UNLESS NOTED OTHERWISE ON PLANS, 4. ALL WOOD IN CONTACT MTH CONCRETE TO BE P.T. WOOD 5. ROOF SHEATHING TO BE 5/8" CDX PLYWOOD. 6. WALL SHEATHING TO BE 1/2 PLYWOOD OR ADVANTEX 7. SUB—FLOORS TO BE 3/4 TacG PLYWOOD OR ADVANTEX 8. NEW EXTERIOR WALLS TO BE 2" X 6" 0 16" O.C. STRUCTURAL NOTES: T. ALL ENGINEERED MOOD PRODUCTS ARE DESIGNED FOR WEYERHAUSER SPECIFICATIONS MEMBERS ARE. TO BE SIZE AND SERIES AS SECOND FLOG INDICATED ON PLANS. MI 2. IF A SUBSTITUTE SUPPLIER OF ENGINEERED PRODUCTS IS USED, SUPPLY THE ARCHITECT WITH A.COPY OF THE SPECIFICATIONS AND CALCULATIONS PRIOR 70 INSTALLATION FOR REVIEW 3. RIM JOISTS FOR TJI JOISTS ARE TO BE THOSE SUPPUED BY V£YERHAUSER 4.•LYE MULTIPLE MEMBER BEAMS ARE TO BE FASTENED TOGETHER AS REQUIRED BY THE MANUFACTURER AND AS FOLLOWS 8 D NAILS IN 3 ROWS ALONG THE MEMBER, SPACING OF NAILS NO MORE THAN 4 INCHES ON CENTER. 5. ALL HANGERS AND ACCESSORIES ARE TO BE THOSE SUPPLIED BY l—LEVEL WEYERHAUSER. OR THOSE RECOMMENDED BY THEM. 6. NOTE THAT THE FRAMING PLANS ARE DIAGRAMMATIC. NOT ALL MEMBERS ARE SHOWN AND SIZED. PROWDE A COMPLETE SYSTEM MTH ALL THE REQUIRED FASTENERS 7. ANY LOCATION REQUIRING A POST SHALL HAVE ADEQUATE BEARING PLATES -. SUPPLIED TOP AND BOTTOM OF POST. 8. HURRICANE TIES ARE REQUIRED AT ALL LOAD PATH CONNECTIONS : ( RAFTER /PLATE, RAFTER/RIDGE SUPPORT BEAMS/POSTS , POSTS/PIERS DECK/SUPPORT POSTS) . NOTE THAT THE SHEATHING MUST OVERLAP THE SILL PLATE AND BE• o NAILED INTO THE SILL PLATE ALL ALONG. 9. SHEATHING NAIL SCHEDULES ARE EXTREMELY IMPORTANT. ALL WALL AND ROOF SHEATHING TO BE NAILED AS FOLLOWS FIELD 8 Inches 0.0 PANEL EDGES 4 Inches 0.C. WITH 8 D G ALV: NAILS IMPORTANT FRAMING NOTE: ALL NEW FRAMING TO BE SECURED WITH HURRICANE CUPS, 77E—DOWNS STRAPS, PLATES AND ANCHORS WHICH MEET THE REQUIREMENTS OF THE 877-1 EDITION MA. BUILDING CODE FIRST FLOOR INSULATION NOTES : ALL EXTERIOR WALLS TO HAVE MIN. R-20 FIBERGLASS BATT INSULATION ALL ROOF/CEILINGS TO HAVE MIN. R-38 FIBERGLASS BA TT INSULA TTON or EQ. All FLOORS OVER UNCONDITIONED BSMT TO BE R-30 USE ENERGY EFFICIENT LIGHTING ONLY FRANCIS SULLIVAN ' e, AR HITECT 4 POND RD-BOX Z23 N.TRURO,MA 02652 • - • sj_11 . •,-; _ _.,',— _ . . inii•o-Willo_ 47-44, -owitit.k.-AP ilitirigill lit iiMillIPIIIIPP''' --,klip . . lianillbe,ik* I ill LVL RIDGE BEAM RUNS CONT. ENO TO END: i illlieA,-,<4 I • (3) 16"DEEP MEMBERS - USE UPLIFT 'kV 111111111 '-.Uw RESISTANT HANGERS AND CLIPS ALL RAFTERS ---- -Will011111011,... • _ • . I ,I , ____,„-------:./.10124*VtrelegrielieriatiVie PAN &TIPS Lk"; 'glee 0:i. 2"X12" RAF7ERS AT 16" ON CENTER ,1111 40:16 I \IP NNI00 Ni$401 .. III 21.11. - 1'140 al 111. lit_,-, I Illir'—"F2 / i.. MN 1.41 N‘gito 4111.1.- EtiM l'A. r /2 Oa I imam r--4- ill: II 401 I.-. ..4111 N EA. VERIFY DIMENSIONS AND CODE REQUIREMENTS li.. . 1..., • ON SITE PRIOR TO CONSTRUCTION it.• 1 411111a. :51 0 ELEVATION of STONE FIRER.. •.6 ,.. A., t., DASHED Apv .4011 UNE IS N,41.eis A:41 WALL AOOMS ,T 10 BF.DR -+--, ;44 . AlFd"f7 .1 ----et 11.0" I.-. til 1:41 .." T ...il ....1. -... 1 . .• ....• ott, "'Ai-------.__--- ,:t., ...,... ..._._ ?...• 4.-- *9 I - - _ T.II 560- 12"ON CENTER 11 7/8"DEEP sli —1-4--__. 71 ; itql --\., --...... Ito - - ED WITH 1/2"GYM, ND VENEER COAT PLASTER Iv • i..,.!...1v if „ , ,..„.i. PORCH AND 010HANGIND ROOF .1 ifell' ..1 CEILINGS AIM 77.1"V-EDGE PAINTED ,, 3 "..10.mu"RUNS T. 1" ....NEAS e cAsED IN W ', MU AND PO=To I az PAINTED WOE It s ALL INTERIOR TRIM AND DETAILS 70 BE CPT Form BY OWNER •osT IS 4"x4.P.T.%RAPPED e I UV TRW k . 0 WIDOW Sul rum. _L. wpm TOP Oa g "11:":141 i 1041 lit F2 ! •, 14.• ,Ir...: FLOORS TO BE SELECTED BY OWNER .... lot 1....._. „ 'ECK IMMO/IS INS'P.T.MIAOW rt- AS TO 230 - 16"ON CENTER 1 7/8"DEEP .4.1 .a...:Zit lora; fte'l - ." ,PPORT POS1S ARE THRL.I.-BOLTED ailegAW AWAY AWATIMPAVVe _%WAWA* teelleetWeesWeefeleW 6•076W 6944? *0 Atel W 49?le•41tWeetAts:i *... 2...10.P.T.JOIS7S AT I ON CENTER are 10 .L.:- E/Mt c'( i..,.;, t ';'....-., , - •-..= CARRY BEAM: 1 I III, (3) 9 1/2"LVL DEEP MEMBERS , ;-. :,.• liumultuillmn.,. 1 •'''' .=.1.= ,s...-7. POST SEATS AND CONNECTIONS TO I ><, MEET MA BUILDING CODE ED. 8 REQ'S. c_..„ .:".: ''... '..,- ... 4'POURED CONCRETE RERFORGTO SLAB :.:•E i..s. .t.' , .. _ ... .1„aimmasicTiamanicumgme...A.Iftrp 7..-•7 . 11 - --...-- ; I'RNDD INSUZA1101 UNDER NAB AT AU. LIMO AREAS. 0 BUILDING SECTION A—A SCALE: 1/2" .-- 1.-0" , NEW RESIDENCE JAN. 27, 2012 OFF 2294 MAIN STREET A._..3 W. BARNSTABLE, MA r . i , it ' 4 1 4 I + i 1 a �� 1. • i ) D 1 iV ALL RAFTERS ARE 2"x12"AT 16"O,G FRAME DORMERS WW1 CABLES AS \41/ MOWN IN ELEVATIONS - irl 1 4 DORMERS S UNDFR CHEFJC WALLS OF r� 1 .- RIDGE IS(3)LK MEMBERS 16"DEEP J i AA ,� 1� I ' 'OS � �o � da, r ,,� I 4+ Ii .....:47 I '. - 1 ROOF FRAME CQ 1 / 8 w — 1,_•or , i I I R I • I i • I • OPEN FOR CHIINGM, JOISTS THIS FLOOR ` ` / and ARE T.J.L 11 7/8 DEEP , liki. AT 12"'ON CENTER SERIES 560 1p 'I A \ ,. lk YC, I 1::"00*. ti . '-' 147.1"V DOUBLED UP MEMBERS ARE ALL LVL 1.9E 13/4'x 11 7/8" A r , SECOND FLOOR FRAME 0 1 / 8 » = 1•,-0" 1' ALL JO/ T8 S i ARE P.* 2-x1 •D.C. • 1 CARRY BEAM IS (3)LVL 1 3/4"x 9 t/2' ' MAINTAIN CODE REQUIRED CLEARANCE AT MASONRY FOR CHIMNEY _ i i ' 4--r-4 —r-- FLOOR JOI THIS FLOOR .F _ _ t ARE Ld SSERIES 230 11 7/8• I_L i DEEP AT 16" O.C. • R•,,,root 1 i, rs - --i-• E. i i i ......mmorige— CARRY BEAM IS(3)LVL 1 3/4'x 9 1/2' 1 •--- -1- • ALL DOUBLED MEMBERS ARE ALL JOISTS FOR DECKS LW..1.9E 1 3/4'x 11 7/8' I ARE P.T. 2'00"of 16" 0:4 O FIRST FLOOR FRAME 1e 1 / 8 " ear 1.—p" FRANCIS SULLIVAN ` r�':' y> ARCHITECT �., '�-A.- � I, 4 POND RD-BOX 223 N.TRURO,MA 02652 : �-� c ,.. r • DEEP OBSERVATION HOLE LOGS NO SCALE DFEP COSERVAI101 NSF 1 EL.41.03 OBR0VA101 KU 4 EL=37.0'3 DEEP DB9?IINATI N HOLE 5 ..DO'; I p QL SOL SCE Dx41 a APR,F� 5a 50< 5m 91141 =m E�1 54L 5� OWNERS & APPLICANTS: r• p ST. SURFACE COUR FRCS E M . TESTA Nz1410 MORNING DIEM SURFACE HCWSW TESIURE (1116110 MONUNC DOER SURFACE , ED02a TESURE ¢SOSLL) ROMEO ORER L DAFFODL LANE PARCEL: 74.. .4 0-r - A (OWL STUD 10 1R 4/4 • 0-It • A EDAM/SAID • r-�' A I6AM0 SAID • 10 11 4/4 . . AND F>E 6A - COASTAL . NILUAM u..MARY BEM EDDY r-ffi B LOAMY FARO 10 VA 510 It-N' B MANY SAND 5/6 cZOO engineering co. tt-ffi B IOAYY SAN7 t0 TR AUDUBON ACRES REALTY TRUST, $. . ffi-90' Cl WNW SAID 10 TA 5/6 SC-BO Cl MANY SRN) FRIABLE ffi-13Y. .(2 - IOAYT SVD 10 TR 5/5 PA1PoC1(M.BUTLER,TRUSTEE •F. D6.641 N%WSW=A OMB .. saerss�v,»amAPmv 90-140 02 5ND 10 YR 6/3 110-Iffi C2 SANDY(DAY 1FR3 . 132'-144' C2 SAEM LOAM 10 11 6/3 -PFRC AT ffi • 2 LOT 28 A _ ENWBIRIED le-150 CS LOAMY STUD 6RABE - TAN DICU AUDUBON ACRES REALTY TRUST,-No GROUNINIMER -NO GROUNDENER m • f55'-ISV C4 war LOAN' •• GOl3 -a WORMER- - - - PATPoa(M.BUTLER TRUSTEE ��✓' EDT 6 - OOP 0397NA1101 110E 2 El..314'3 EN00MIERED AT A OEM - _ RUUjE 6 - • DERM FROM SCl SOL SOL OEM 91 �� ff 180 ; - < 1 SURFACE 815910-�Exi%IINE O5ll41L) YOT1181C - a, i� 0'-r A WANT SAND 10 11 4/4 / • - ESTIMATED HIGH GROUNDWATER CALCULATION BARNSTABLE.MA• r r-St 10M5/5 B (DAM,SAND / ar ro (uscs/ccc MEMO) KEY MAP x c SY-t50 C LOAMY SANG T3 1R 5/5 •f4RC AT 4r / INDEX WEIJ S)W252 ZONE: A I 1'=ZOW't c F JO:".„ SON r k 1010)Y• 4 H DATE 01 READING NOV..2006 DEPTH TO 940690WATER: 1Y I. Fz W' . IE�EDDUEA 2 RARE Spelt / 6E ro 6ERA.w -GROUNDWATER LEWL A),UsnEENT: 1.4' 1 PLAN REFERENCES: - . ENmu7mED AT A OEM / ACTUAL GRIN JWATER LEVEL D SITE EL.- 25.4 • I • - ASSESSORS MAP 237, PARCEL 17-2 ARCHITECTURAL PUN FOR NEW "' DEEP 055FINATIOA KOEE 3 EL.38r3 or ISr 010 2114) 1 •-�' EaSTwc 4r LADE RIGHT v .. RESIDENCE OFF 2294 MAN Same, •:1 o • .. -��- - BAr A5°Es,RmmDI°Em ESN(ATED(MAX)wtR aiCMDWATER LEVEL,EL= 26:6 - DEED BOO(21597,PAGES 250-255 WEST BARNSTABLE,MA BY FRANCS QA E IDEPTH FROM �RI 1EXTUE Nu 113 om= m1ER I I I , Boot 1460 PAGE IDm STIWVAN ARCHITECT,DATED t- Sr-t0 A LNYT SAND 10 t11/J _a __-,_1--- -- - I I I r -..� / Lux Bou an.PALE,m���\\\\\\ • I - DEED BOG(19841 PAGE 228 JANUAtY 27,2012 x F ' / �4v-1 I DEED BOOK 12826:PAGE 44 DOSING COMMONS SHOWN g 6 10-2P B LOAMY SAND fo YR s/➢ �\ \ , ��\ /� 2 �,� MAP 237 PARCEL 112 .HEREON BASED ON SURVEY z4'-tat C •SAND 10 rR 5/5- 'RTC 0 45' .. , ,\ \��r�` /, ! / NIL_. B-1 7xaEom0016,5COTT FUR9E E PLAN BOOK 614,PAGE 33• ECONDUCTED BY COASTAL x. NGINEERING COMPANY ON i 1 v\ \ �\--\_ , 71 �-- ! -- 1�2 MAN s79EEF I PLAN BOG(599,PAGE51 NOVEYBER 9.Z006. o • ''! �( '. , ; I 4`\ `\ \ IY-10/ N°B'a1•Sp. T_ �� - -?� -l• 50106*100 ORA&AfE / \ �� \ , 1- - E - / I PLAN BOG(460.PAGE34 ❑ Eas 0c EA9Y0 r Y4. N. STS EY To E w57A Lm ?' ♦ A suer ------1 - u 47 BOO(1252E P / (SEE RAN SHEET RP-I)11. \ ,\ " 'YI-B/ COSTING . PLAN BOOK 322,PAGE 57 P. iji P#11521 MAP 731 PARCEL 17-, '''�' 1 \ L? ( ' D _- RATE: ]FSM1' NDVENBER 21,200E • zmArag•ANTHONY •�",� J v\ N Dz µ�'E !'•7 4:�..`o \` i R ,\AT au`. 'J4 +V� -------2. fi 3 \ a �CJ,' / ZONMC D61wL1Y t8'-1 AND RF-2 LOT za ` �` OVERU• .Y ZONE AP PIMP ATION RATE. LESS THAN 6 MINUTES PER INCH DROP /� �.' \ / .\�\�.\ ( 1. 2 DAFT91E LAZE • IN THE C HORIZON IN DON/2 AND Cl HORIZON IN DOH 'Icsstoc /. ,� - - - t \2'\A\ \ i. F 'C` c.P 1 tl4 N/F , ` FIRE DISTRICT.BAtNSTABLE 1)1BESSFD BY:JOIN a SCENA BLE,GEC. CARROT., -,, \ - 1 Al. • AOmSW AOEs REALTY TRUST - -,E DAN DEVIANTS BARNSTABLE BOARD OF HEALTH / '>, `�� • w.e 9x50Df:SF,21{AClE.S - /. `r \ ` -'\ l M-6 AIL 7B•591 S UPLAND ID4 7�B�a DATUM NOTE: u yRa1NDWAREIL ENCOUNTERED AT 12'IN Dal/i(LIEN=29.0) • /. -,`�I N D5y"5p•T `. 1 ' B-7 1s,o91 SF xEnaw N - i - DESIGN CALCULATIONS - - .04- E. \ — — ;_./. ._,ST 11,3 ) ELEVATIONS SHOWN HEREON ORE BASED -�- "y\ \4._e D_7,00--- \ \ B-s HST-2. ON THE NATIONAL GEODETIC VERTICAL magi 9 OW• 5 BEDROOMS AT 110 GAL PER DAY PER BEDROOM- 550(PD FIlETNG EAmENT PER l\\ 1 ' \` \ OIAINAGE S➢. \ H DATUEI(NGA 1929) 550(PD x 200%-1100 GALLONS-USE 1500 GALLON SEPTIC TANK,MIN ALLOWED RAN BOOK 460 PACE 34 ill'µ ORAINAIE FARE MST-,oTN _ A 50.51 x 1a83W x 2'D LEACHING CHAMBER CAN LEACH: ,. ,^•\ yr S \ `�' 56111*�11001 SHED SONE m / STACY n-SELF(2)2x.70+SELF(1a83)x.70+10.HLT(z)zx.70-554,5GPD \\ 1\; �- 4 ' w .._ 4 Tx2'x3' LEGEND R. , +i>•\I,\� .,f• .-jeA\ \ ' --a \ "' 809101 STAKE • ( =NAGA mttel!• ONE(1)-Sa51 x 10'-10'W x 2'D LEADING CHAMBER Vt-554.5(PD>550 GPD REPAIRED FOOTMARK: rR11'os U utul�r J\f •1\ . a `\+''• ` -� SAWN aA ER i /// 6'°N��( ) A I . ONE(1)-1500 GALLON SEPTIC TANK MINIMUM ALLOWED uw 237 PARCEL to COTTON SPIKE EASEMENT;(4,237 SF) A, Tom ' - ,5.4. __ `3B: AND(Am OF RORx - _ __ / PAff03D PAYIlf • S..Z DRIVEWAY. BOUND s� ,,4 A ONE(1)-DISTRIBUTION BOX(5 OUTLET) HAWN,AioiH S EJEV.salt(NGw) /; j�H ) \ \4p\'`` .`= __ `�; - _,_ NOTES -- 3� ��� r SARAN WATTS1 AREA 0 IRON PIPE I) GARBAGE GRINDERS ARE NOT ALLOWED NTH THIS DESIGN fiffPOSED Es SERNffpAS, - \..._. - :�-_ _ •.. .�' !! .��� � PROIEcroIED� O DRILL HOLE • y 2) THE INSTALLER IS RESPONSIBLE FOR ASAIRING THAT COMPONENTS OF THE SEWAGE DISPOSAL SERVICE smb- 1 ��, -_ •\P` + SLIME z SAEY ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO IMPOSED OH - - \ IxPosTn DECTNc • l - _,.0; g 1 34, DQ GAS VALVE o THEM,ANY COMPONENT OF THE STSIFN SUB,ECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A4. SERYCE FROM Easmx •.\a osSERVAP➢OW - 350 1 1 I L re l INNUM STANDARD Cr A.A.SH.T6 H-20 WHEEL LOADS. _ _ TRANSFORM \ 1: /� .' 1 / \\I lO ,4i r pd WATER VALVE a 044 3) PRIOR 10 SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT,INSTALLER SHALL NERIFY EASING ��-"--� s��� xy / 4 C: (,0OH4,\11 �• I ✓ N� t• 'r `I" CONDITIONS,INCLUDING ELEVATIONS OF DOT ROOTS,AND REPORT ANY DISCREPANCIES TO THE h \ • v. E • 1 • 006* ilia' 1 T . I {�"� To6 HYDRANT ^ 7a G+ .. • 4) ALL GRAVITY SEWER PPE SHALT BE 4'aA Sat 40 PVC UNLESS D1HERSISE NOTEA THE • L �-C L CSUD GA(. Mt 11'- i I J '.;BAT FrON < ® ELECTRIC METER CI co WW-+ MINIMUM ELOPE OF 4•ON SOL 40 PVC SHALL BE 0.01 FT/FT. Y• SEPTIC TANS / ".• 'mmDMG`Or.) Q ['-'4 5) NO PART OF DR5 DESIGN SHALL BE ALTERED NITHOUT PRIOR APPROVAL FROM THE DESIGN0 °�0X" �U I :..,3 - PROPC4D • ENGINEER AND THE AGENT OF THE LOCAL BOARD IF HEALTH.ALL REQUESTS FOR CHANGES MAP 237 PARCEL II Xyti \ n, ' _ SHELLSILTA110N BARRIER, DETAIL CABLE Tr Box • LT4 /" / •.. SHALL BE MADE IN MING PRIOR TO CONSTRUCTION. SEVART•ROBERT D 50A A,0638 A 2, '•�' 1• 00 1�.. �3 78 - • G NOT TO SCALE TRANSFDREER E e 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM-COMPONENTS SHALL NOT BE APPROVED P 2333 MAIN MEET Y. . 1EAONC CHARM O A. - TI¢USE OF THEN EQUIPMENT REQUIRES CHANGES IN DESIGN MAP 237 P00.O 7 oO2 $ ppyp4 --i O UTIl1TY PCE W a 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION Cr COSTING UNDERGROUND UNITIES PRIOR TO 1 DAFT�a LANE K. I PA . EXCAVATOR.AND SHALL PROTECT UTILITIES OPTHIN THE WORM AREA DURING CONSTRUCTION - 9Sr I ! r ss,RE9RNE AREA. - - 116.62 SEDIMENT CONTRQi. NOTES.' GUY NINE NOLIau M.a NARY OE1H EOM' _ - I.1E S LTATIW BAWER SHALL BE PETALLED PRIOR 10➢E START H/� O • BARRER ff WFSIRIF�E AN7 I ANE LRAM SaWRATWR NO - -- . - EDGE Cr WETLAND F,/ 0 8) ALL$YSTEII COMPONENTS SHALL BE MARL®WITH MAGNETIC MARKING TAPE OR A COI�ARABLE - V T�D.r' _ TRIO E 1 Q,' MEANSBEN IN ARK S TOBESET THEM ONCE5 BURIED.OF r ; 1 S tOW'10 E s AND LOOT OF l 2 rum SIIRCtwl 71E C010ACIOM SHALL BE IEEE omm- STONE WALL REIEGETATIDI OF OSTURSED AREAS 9) A IN ARK SHALL BELOCATEWHIN 75 FEET THE STSLY Ca�QkT415 PRIOR TO £s, r CONSTRUCTION. . 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND.FREE OF MAP a37 PARCEL 1a I � E WI PROTECT F SE EEO —c GAS LINE I. ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS THE SAND STALL BE GRADED SUCH THAT PLAN B00%480 FACE 34 w DODGE,Da°1EA N ESEA990E1T DF A01261IYE GROUND Cowl ^ Q NOT MORE THAN 45%OF THE SAMPLE.BY WEIGHT,SHALL BE RETAINED ON THE#4 SEW.THE - v/v CORM-ATM I.GARCIA 3 TIE LOMTRACT91 SELL PRACTICE 0E0 IDIE93ED4D WA90E➢ —B— WATER UNE • K--1 FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2(NOES]THE MATERIAL THAT PASSES 27 0916E SUE 7 Z r� DIE 84 SIFVF STALL MEET THE FaJARING GRADATION REQUIREMENTS: - DUNK RE DAY TO DAY afltAR41 AT TEE SITE DIE SITE SHALL CAN SIEVE PERCENT • PLAN I 16 FLAIL®DALY X.KNOW NN UTTER at aaas 4.YAIFAML SIOOPOFS THAT ARE N P1A�TOE Ax.On9DE �2 CONTOUR SIZE PASS9IG I I PERIOD CC TOE WAIL BE STA10®TRH AE0ERAION•M0.4YA Q 40 20 0. 40 120 EROSION Owmo.9ANE1s AND OVER LEASU E9➢NIT ME & TEST HOLE LOCATION _ IEOSSART TO FRIIE RE DISCHARGE GE 01DRT E101 THE so 10%-bDO% ONE(1)-50.51 x 10'-I0'W x YD LEACHING CHAMBER 1191�� PROJECT SUE W zw 5%T CONSTRUCT BY PLACING RYE E-6'x 4•-10'x 3•-0'LEADING I MALARIA Ll SEM - PROPOSED ael CHAMBER(NITS END TO END NAM 4'-0"STONE ON ENDS AND • I Each A.40 ft m 0000 GLADE RP ff'FOIDAt1OM S-O STONE ON SIDES(USE 500 GALLN LEACH CHAMBER UNITS -.. PROPOSED d01EEAY t OF RASid( —62— CONTOUR tar SF•.-) 1 /--ELEwtESE AS MANUFACTURED BY SHaEY PRECAST OR EQUALS ( ) • - - MAm6N zn 154E -4 SPOT GRADE -� /-+/ TICS AREA IS SERVED BY TOM WATER R1YNTx15 LONp761E PA v,r RARE WFfiSOF HroOM MARI AOE 0 `s''fit -m camp Ow[ -B__ WATER SERVICE 1.� W RESIST atADE� jy ' ORM 1401 mow --ETC-- ELECTRIC W O 1_F„ L.. . r//aY//)J"//aY Eq'.1 -j y�iA DBox, L' - mum 05mt 9®E \�//� `_ \\/ • • P Yy5 mOla RL RBR FAeBC -_D__ GMERIIAS ONE�3 CABLE SERVICES ^per, O = E�� • . /- ♦ 1 _ rooms 1YalY SYNC Ofl4RVA➢OI POET . P 4A S71 40 PVC iBE Otm:t ION-]'NAY �/ r ,TR - o�ox JNFlLTRATION TRENCH- - 4? ROM LEE ' C CIA SOM 40 PLC PIPE C CIA SCR 40 PVC PPE �U Oc 3/4.OWSE EASE ClG0. CIEANWT SCALE F ll /F 101/r 0aaE WAS®591E par TO SCAM tRE9ED SIDE - DRAWING FILE AS NOTED a 0� e / RpR4 �... - Y,� . MOM(TIP) • 6424.dwg O R.P3 I 37.SB :' 1500 CNIDN IQ '\afI Rr • •'j(�� -F}TICDIE , '� DATE a S=TANI Mt I I" r :. 35a / GPM CI 12 11-06 • DRAWNBY 4 W/SAIOTARY EF5 ALL INV. 3/ E 1 t/2 -%�//�/ F,// // �j/ /�//r%/���� INSPECTION NOTE. nc1 COMPACTED BASE ���!p�/�]/�/,* 'G'����. /�%i /iaEcxen°Y INSK THE IOUY SLOPE0P FOR 'c. W/0 0 51 OF I3640 b H b� ' 3 (CIA SIN 40 PVC Qd/9m SLOE AIL .Sd (AO' 3-0 • 1 j O! O O O O / • THE STATE ENVIRONMENTAL CCOE.TITLE 5,REQUIRES IN�EC TONS) M PPE m 1/5'RR R NPACIFD BAg GAS BLARE 10-10 .. . a /� �.`. / ` 6 THE SEWAGE DEPOSAL SYSTEM BY NE DESIGN ENGINEER. - - - W r LA1E8 OF '1F- / /. "// ry/ 117E 91 ROLES)DR7-D➢m!MUST MAIN . / // - .. ENO A,Lw ,\j., �.j A. '///T 9lSTWtATWN CONTRACTOR SHA1 NOTIFY THE DFgGN FNPoNfFC SIDE APPROVED EONAIENT // • p / f LEVEL FOR td eDUE Rt4w9 -_/�// F��j//��///i� //////// o OM ro TEACHING FACILITY `'� PRIOR TO THE START O'INSTALLATION FOR DISCUSSION ON Q 3 IY3 UOIJm®M CUTLET TEE OEPfN rt tli • ADESTED i®1 --:-----1 • REQUITED IN$PFCTIORI� BELOT ROW IRE CRIIDWAIER OBSERVATION PORT 50 6' $ 4R 14 ODES I I LWdST RUN E7 ELE17AIOp285'3 ' - _ I . 8 si i 5 R ID ROM DETAIL OF LEACHING CHAMBER ORMATON HEREON HAS BEEN PREPARED ACCORDING TD 7 R zo INCHES RHE fEWIS11EHT5 OF TITRE 5 OF THE STATE.ENVIRON ENTAL SCHEMATIC FLOW PROFILE • - NO SCALE • - CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND • . _ _ .. - PROIECTNO. C16424.00 • LOCAL BOARD OF HEALTH REGULATORS3 • TOP i Setut1S o ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF lIIE 5 - - - - - . 5 ~ __ - - _ f N / F scow F. �nRsE c E E. nHoRNBURG-aEnrrsE N 08'44'50" E EDGE OF P WILSON T. JONES AND A N533.11N PAVEMENT TERRY H. VARNEY EDGE OF PAkiEMENr N 06'37'10" .E RIGHT OF WAY 289.15, PLAN BOOK 287, PAGE 101 1 ,-395.09'N I iy ENCROACHMENT — — — — N 08'44'S0 E 1 IL 271.05 — — ,.U, d- _ - - - S06.3710 W PAGE34 M — — — '� K 4 80, co i 2 / 274.64' 100.00' S 08'44'50" W i / _ 7'10" W / j'� a R 30 00 S 06 3 N c . / L=4334; 174.64' \ DRIVEWAY a�oo• cv ( EASEMENT \� aL ,rlk ISOLATED LAND AL p \ O SUBJECT TO FLOODING CO • m \ \� z N 7NR=28.37' \ , OF- IL/ ,111, IL IL. >'' N IL I QAlLQ N , • ,tip. IL IL CO LOT 1 N / 'i` / I N/F NAiLL AL NI 0 WINFIELD M. NICKERSON / I AND VIOLET E. NICKERSON \ �` NN NO2'02' E \ ' /w 50.48 \ l ,� Q N� / o III W a "' D W cr �i 0 ~ cc o; IQ ,> cr CP N/F cr co,. THEODORE S. HARMON o z k AND JUDITH A. HARMON , t { C t -l. F f d}- Y dh 1 F°tjNa SrONF WASL LOT 2 4. 08± ACRES r f N �' N 'r .0.. b° 6. r 1 16.5 I 4 , I '6. \ EXISTING FOUNDATION ' PROPERTY LINE s rI 2fl 34 REAR TO KEY MAP N ,Z,O I CERTIFY THAT THE FOUNDATION I'S LOCATED ON THE LOT AS SHOWN, AND o J THAT ITS LOCATION CONFORMS TO THE t co 01 MINIMUM SETBACK REQUIREMENTS OF N F 13 °' .p. \ THE BARNSTABLE ZONING BY—LAW. , OBERT D. STEWART AND "l 'PRUDENCE T. STEWART �' ,eo • , rj irk?) ' 1. '10 DATE EGI ERED PROFESSIONAL •p� AND SURVEYOR Sco �0 N 08.44'50" EN 06'37'10" E _ 533.11' ��(.: 289.15 2710 __ EASEMENT 395.09' 4)+\f, . 00 v' 5 06'37`10• W — - -" _ N OS'44'50' E x274.64' 61.0e- v�� 00i s os•3T1o" w _ \,��' 3 ,� '' ,�a I CERTIFY THAT THE FOUNDATION IS sos•44'ENTig \ LOCATED IN FLOOD PLAIN ZONE C ��' DATEDESCRIPTION DrawrrChecked 1. 174.64' EASEMENTi� Aso\ s: �_ oL=43.�4' s*' )\'' <° ` o°' N os•44.�.E• AS SHOWN ON FLOOD INSURANCE RATE MAPR=28 3r LOT 1 �,�\\ zAlk COMMUNITY PANEL NO. 250001 0003 D �o� REV ( ( ONS t=40.98' N AND THAT FLOOD PLAIN ZONE C IS NOT A 4CO 50.48' a PLOT PLAN N N 02°2'15" E J SPECIAL FLOOD HAZARD AREA. 14a' E �' a LOT 2 N g.o��oo a�oJ� N ��� S 0 N/F PREPARED FOR 4.08E ACRES 4/VOO DORTHEA H. DODGE WILLIAM AND MARY BETH EDDY EXISTING DATE RE STERED PROFESSIONAL FOUNDATION , t. LAND SURVEYOR '�� IN 3 4.3' g 62 " , 4 ,� °° E ;►, . . +� BARNSTABLE, 085 � MA �n 5 c co rn 2�0g9° h /N 3 o SCALE: 1" = 20' oDATE: AUG. 18, 2000 �" 5 �° ONO St - �F -,�� tits 0 z44 GRAPHIC SCAM wq holmes and me rath, inc. ,'� s�,y ,ka ,0 60 civil engineers and land surveyors =R LR�, 20 10 0 20 O9 200 main street 508 548-3564 ( E)� STREETEfl KEY MA —N _ falmouth, ma. 02540 508) 548-9672 (FAX) ' �� ENo a �a� SCALE: 1 = 100' i inchN=F 20T 1t. DRAWN: sJ5 CHECKED: /� \EDDY\99500PP.DWG JOB NO: 99500 DWG. NO: 74-1 -2 S ET 1 OF 1 ,