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Home My WebLink About0121 SIXTH AVENUE (HYANNIS) a I -S`x4fi A02 . /� ��\� t Y �� i �� }_.R r x�. `RegulatoryyServices M HAMSTABLE, MASS. Thomas F detler, Director Qjp i639• ♦� rfor�ta�a Building Division -To m Perry, Building Commissioner` '200'Main Street,Hyannis; MA 02601 www.tow n barnstab le.ma.6s t„ Office:'508-862-4038 Fax: 5081790-6230 .4 r NOTICE TO THE BUILDING DIVISION OF,WITHDRAWAL OF' LICENSED CONSTRUCTI.ON7SUPERVISOR FROM PROJECT '. r _ I d�r2I' � � '�. , Construction Supervisor License hereby.certify that,I`a m no.lo+nger the Construction Supervisor listed :on the application`for the project under construction as authorized Wbuilding permit, .issued to`( ro ert address p P y ) x on , 201 . fp I also certify that on £p�^..� , , , , 201 3 ,`I notified the property 11 oviler, that tl project under construction:must cease until a successor licerised.Construction upervisor, a is submitted on the records of the Building Division: u _ . - - Mod•� � . K)� LICENSE HOLDER. DATE q/forms/newcontr.. reference R-5 780 CMR -rew 110410' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 00 Map A146, Parcel loaf Application # Health Division Date Issued Z� Conservation Division Application Fee >� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address I of N G VL N A.� Village (Al f_,S al— Owner P ILlo 64 Z&B Je+h NAam0 h/ Address 1:11 �.h A V Telephone �)9,-7 — A,(e-1 Permit Request �_y; 1& f� `G�� p W1A ig /yJ Ck i a 1 1� Square feet: 1st floor: existingroposed 2nd floor: existing proposed ® Total new 387 Zoning District Flood Plain Groundwater Overlay Project Valuation #4;!)W Construction Type Lot Size boo 5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family SK Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Q No On Old King's Highway: ❑Yes W No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing —new Q Number of Bedrooms: existing 0 new Total Room Count (not including baths): existing fo new First Floor Room Count p Heat Type and Fuel: ❑ Gas ❑ Oil - ❑ Electric ❑ Other r' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/,coal stoye,. ❑Yes .4 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing U new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 09,No If yes, site plan review # Current Use Proposed Use j APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 46.,J-1"W b Telephone Number q,210 —0S M Address - 1 t, A I"&E 9� License # 7 3 7 q Y1^14 n, i'lu 14 , 03 6 q 3 Home Improvement Contractor# d g 9 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 72Z, Vr✓ SIGNATURE DATE G FOR OFFICIAL USE ONLY r' APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE k. OWNER 'f G , DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ? ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT I ASSOCIATION PLAN NO. i R Lime c:ummarnweattls ofMarsachusett� - DepaM�'iserif of�itdrrslrial�iccidetz�r. ,' •-._ _ 600 w6hingtvn Street ;.MA 02111 . www.mass govl - Workers' Compensation JusTfrAnce Affidaviiiders/Contrac �rslJQecfncian [plumbers V-Plicant Information d. Please Print Lem City/S eIZiP: �1�1 �' 6d 4 Phone.#6x16 �f?-0—,o Are you an employer? Check the appropriate bam: a of i o'ect re employer wifh ❑ general oavfractor and I 9P. P ] ( quire 1,❑ I am a �. I am.a employees($rIl and/or part-tir*. have hired fhe snb=contacujos . . 6 Now rcamtr won Mn a'sole PiDprietnr or partner_ d on the attached.sfieet 7. 0 Remodeling, ship and have no employees `.These sab-c oltmCtonhave 8, []Demnlifion wor}ting for me any capa city, employees and have workers' [No worhrs' comp.m- sm'nce , UMMP incnmrrce,$ 9 gpldmg add regimred] S. [] Pe axe a corporation and ifs ID.[]Elcattcal repair or adat e= 3.❑ 1 am a homeowner doing in-wmk officexa have exercised then 11.0 Pluz Ing repairs or additions myself [No workers' comp.. right 6f exemption per MGL110 Roof airs menrnc-r Seq¢¢ed]t o.152, §1(4),and we have no M employees,[No wozkeis'. 13.[]ofl=. camp,msnance m#md.J *AzY applicant ffiat checks box#1=mt also fill out the section below showing't cis workm&oompeosa6on policy n mafian Hnmeownets who submit this affidavit indreafing they are doing all work and I=hse outside oontcaafi most submit a new affidavitmdi$Coniractors that check this bax most atfarbed an addifloaal sheet sh g such owing the aame.of�e sub-cuutiaotma and state whedzcr ornot.�osc entifies have: employers. ff thr sub contractoa have employees,$icy mastprovide Pneir wo¢•kers'enap.ppli yunmbcL .ram an 6uployer that is Ara)iWiff workers'compensation insurance for is the po my:employees Beloty licy and job.site information. ; Iusn-anne Company Namne: - Pobcy#or Sew ems.Iic.# . ExgsationDate: . :_ .Tob Site Address: City/Statclzip: Aifacll a copy of the warkers''compensati0-U palxey d.eelara$an page-(shtr iug the Policy nuatber.and expiration date), Fai7xzte•to,sec= coverage as recred under Section25A of MCI,c, 152 can lead to the imposition ofnal.Pes of'a`• !fine rip to$1,SOO:DO and/or one-year n9pmouroen4 as wmn aS'cjvfl pis iu the form of a STOP WORK ORDER and a e. of up to$250.00 a day against the violator. Be advised that a c OFY of this statemetrf may be forwarded to.the Ofe'of TTrvpetrorm�of the DIA fur insurance coverage yerificalion Y- I do hereby cettzfy under theparrzs andpen aperJury that the information provided abiJve is true acid carrecL ------------ - Data: Phone ` Dfficial use only. Do Izat write in fhis Fvi to be completed Iy city or-town a .0kiaZ City ar Town: Permitll icense ,Zssrvng AMiiiarty(circle.cue): I:Board nfHealth 2.,BnIdiizgDeparbnent 3.City-/Toyrn Clerk 4.Electrical Inspector 5.Plnmbintg Iusgeet6r. - 6.'Other . .Cnataet Person: - ' . - ' •Phone#:- - . t y " t u8 r5 •y to Y,r t4, .•W 5+ '° " .$ - ..r: r. . .- -, .'.' r --:,E j.. a .•, .. .. AfYCGrcide7o YYood Cb4trWcdoll ul WhzdAreas:110arcpJi Wind Zone . Massachusetts Checklist for..Compliance(780 chIR 5301 z:r.,)► Cheek 1.1 SCOPE Couiplianre Wind Speed(3-sec:gusf) Wind Exposure Category.. 110 mph �. Wind Exposure o ..:. ...................... B .. ... osure Categ ry Engineenn Required For Entire Project`...... 1.2 APPLICABILITY ....... ...........0 Number of Stories(a roof which exceeds 8 in 12 slope shall be.considered a story). stories _< Roof Pitch n')� 2 stories ......:... .......:. (Fig 2) Mean Roof Height ................ _ ;/ <1 :... (F�9 2) ......... ...:.:... 2 Building .Width,W ... .(Fig 3). ... 5 33' -ice ft <80'Building Length, L """ .. Building Aspect Ratio(L/W) {F9 3) • . .(Fig 4).................................................... 4< <3:1 Nominal Height of Tallest O enin / ................... i/ 1.3 FRAMING CONNECTIONS General compliance with framing connections................: ....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780.CMR 5404.1 Concrete.:........... ... ........ ......... .......: ,C® Concrete Masonry •• .. ..�Y •'Y""^� 2-2 ANCHORAGE TO FOUNDATION''3 5/8'Anchor Bolts�imbedded or 5/8 Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general....: :::: (Table 4) 22�� Bolt Spacing from endJoint of plate -,I = ,� in: ... .(Fig 5) U m. 6 -12'Bolt Embedment-concrete ........ L ..............(Fig 5) in.?*!7. Bolt.Embedment masonr y Plate Washer .............................................................. in >_1 S (Fig 5)...............................................>3'x 3'x 1W 3.1 FLOORS Floor-framingmember spans checked ...(per.780.CMR Chapter'55). ... `�, Y Ma)dmum Floor Opening Dimension :..: (Fig 6)... ._ ft<1 2'Full Height Wall Studs at Floor-0 penings less than 2'from.Extenor Wall(Fig Ei) ® MkKimum Floor Joist Setbacks - Supporting Loadbearing Waifs or Shearwall Maximum Cantilevered Floor Joists (fig 7) . ...... .....�L ft s d Supporting Loadbearing Walls*or SuPPo. g ...(Fig 8) Floor Bracing at Endwalls ( ig 9) Floor She ._::.:. .....: .. athing Type ... d ..(per 780 CMR.Chapter 55)...... . Floor Sheathing Thickness er 180 CMR Chapter 55).., t?, -, in., Floor Sheathing Fasten7n 9 (Table 2).:Ad nails ate�i,n ed el.. in Held —�-� 4.1 WALLS Wall Height Loadbearing walls ..... (Fig10 and Table 5).. Non-Loadling. walls .(Fig 10 and Table 5):. .: ,.� c �({ 5 20' _Wall Stud Spacing. ` V •... .(Fig 10 and Table 5) < Wall Story Offsets o. 'n - 24ft' d (Figs 7,$8) ... 6 c 4.2 EXTERIOR,WALLS'. - Wood Studs Loadbearing walls............. (Table ............................_.fix Non-Loadbearing walls - .. ... Gable End Wall Bracing' (Table 5) Full Height End wall Studs .......................(Fg 10) ....... WSP-Attic Floor Length.. ....... (Fig 11 •: _ � .. ............. ....._..... ft zW/3 •Gypsum Ceifing'Length(tf WSP.not used).:..:. .........(Fig.11 • r and 2 x 4 Continuous Lateral.Brace @ 6 ) .tL n.c,. (Fig 11). ft'0.9W or.1 x 3 celing furring strips @ IT spacing min.with 2 x 4 blocking Double Top Plate @ 4 ft spacing in,end joist or truss bays SpliceLength .................................................... a Splice Connecf�on (no of 16d common na►Is) _. Fig.13 d Table 6) able 6)n ... � ft �¢ e ' S •t t f• T• ATvC Guide to Wood Construction'uc High Wind Areas: 110`fgpk Kind Zoftc� Massachusetts Checklist for Compliance (790 Ci♦lk5301.2.I.1)1 Loadbearing Wall Connections Lateral(no.of 16d common Halls) (fables 7).... ... .... ........ NorrLoadbearing Wall Connections Lateral(no.of 16d common nails)..... :.:.... .........:..(Table 8).......................................... ........ Load Bearing Wall Openings(record largest opening but check all openings for compliance t Table 9) : Header Spans ...........:.... ...............(Table 9).......:........... ... ft_in.<11' —/ • SIR Plate Spans ............:.(Table 9).................................. ft_in.5�' Full Height Studs (no.of•studs) ..(Table 9) '....... ........ ....... ........ ..... +..................c ' Non-Load Bearing Wall Openings(record largest opening but check all openings for compliancetqTable 9) / Header Spans ............... ...............(1-able 9) :..:....................... 7/ft rn. 12 e/ Sill Plate Spans.:..........................................................(Table 9).....................................:....eft in.512' z/ Full:Height Studs no.of studs ..... • 9 ( ) .... ..............:..(Table 9)........ ....... ..... ......._� ,.Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousiy4 Minimum Bu1dfng Dimension, W Nominal Height of Tallest Opening2 .................................................... : . . _5 6`6' . :..._. z„ Q.�`.. Sheathing Type......................................:.......(note 4)........:_.......:.......:. .......Cf Edge Nail Spacing....:...............................:_...(Table 10 or note 4 if less):......:..:...::......:. in. Feld Nail Spacing .. able 10 .. in. Shear Connection(no. of 16d common nails)(Table 10) ' Percent Full-Height Sheathing........:...:......:...(fable 10).................................................... /o 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)... .......... Maximum Building Dimension,.L : n Nominal Height of+Tallest Opening2.... .......... ........: <6'8' Sheathing Type ' .(note 4) _ ....... .......... ........ ............ .........��Z -`Q.. i/ Edge Nail Spacing................:........................(Table 11 or note 4 rf less):........-:.............�in. FieldNail Spacing ........................:.. able 1.1 ................,................................._l Q i Shear Connection(no. of 16d common nails)(Table 11)......................................................... Percent Full-Height Sheathing.....:.................(Table 11)............................................:....... /o 5%Additional Sheathing for Wall with'Opening> 6'8'(Design Concepts)..................:.. ��WW WalI.Cladding. . Rated for Wind Speed?...............:... . 5.1 ROOFS Roof framing member spans checked?..` :... ....(For Rafters use AWC.S an Tool,see BBRS Website) Roof Overhang ................................ .... ....(Figure 19)............. 1 ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors i Ulift.........................................--_..... able 12 Lateral..... (Table 12).. ........... L=�plf .- Shear...............................................(fable 12).................................... ..S=��plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)............:..................T=^Rif Gable Rake Ouflooker...........................................(Figure 20) ............. ft<smaller of Z or U2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= lb. 1`l Lateral(no. of 16d common nails)...(Table 14): ... L- lb. id Roof Sheathing.Type................................. ...................(per 780 CMR Chapters 58 an ) ........... �^ Roof Sheathing Thickness ........................: ..:.....:................ ....._. n >7/16'WSP Roof Sheathing Fastening ..(Table 2)... Notes: (P -7 -1. This checklist shall be.met in its entirety, excluding the-specific exception noted in 2, to comply with the.require[nents of 7BD 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 Gage Straps g s F ure 11 b. 2D Ga9 P per c Uplift Straps per,Figure 14 17 Straps. d. All Ps Per Figure e. .Comer Stud Hold Downs-per Figure 1 Ba and Figure i8b 2. Exception:Opening heights of up to 8 fL shall be permitted when 5% is added to,the percent full-height sheathing P P 9 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-gr-ade. jwi_ T01w -- fBa -ns ab e rY Regnlato .Services' ►�, . Thomas F.Geiler,Director a�>1g DIsion Tom Perry,Building Commissioner' '200 Main Street,Hyannis,MA 02601 'www-town.barnstable.ma us Office: 508-862-403 8 Fax, 508-790-6230 Property Owner Mu s Complete and Sign This Section If Usi_fi r A.Builder e et,of the subject property hereby.authorize to act on my behalf; in all matters relative to'wotk authorized by this building permit (Address o Job) AA t7�► MOW Pool fences and alarms are the responsibility of the applicant. Pools. are not to be filled before fence is installed and pools are not to be utilized until " final inspections are performed and accepted. AAU=*--__ S eetture of Applicant 0 1Y. tint Name t ame Date Q:FORMS:O WNERPERMI3SIOIdP00LS i a i . To of Barnstable Regulatory Services . ��. . Thomas F.Geiler;Director tomes 16 i " Building Division Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street. village "HOMEOWNER": name home phone# work phone# CURRENT MAII.ING ADDRESS: ` • city/town ^stl?te p'%pie 044 4 The current exemption for"homeowners"was extended to includ owner-off bird dwIllin s of si9c u less and to allow homeowners to engage an individual for hire who doesoses�s e,Pyed! �e,der 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 tdii usa,and/or farm&n&tltr S. A person who constructs more than one home in a two period shall nWe ide ho- o r. S c "homeowner"shall submit to the BuildingOfficial.on a fh ^ ce t b' ding Official,that he/she shall be responsible for all such work performed under the building-permit. (Section 109.1..1) �, The undersigned"homeowner"as sumes.responsibility..or o t�uieldfng Co.e and o We applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner • \f7Z Approval of Building Official L° Note: Three-fib dwellings con 3 * °y n g taring a5,000 cubic feet or ger will be req ed to comply the State Building Code Section 127.0 Co ton Conlral Aj `S� The Code states that "An h meo —errevorn*9 k for w¢ �' `' O y p g t�i aiuilis+g p 4A6 t is required shall be exempt from the p,ov1s1on of this.section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner enga`R''o pa in w r�t�pdo s cly work,that such Homeowner shall act as supervisor." �'ji� v V Many homeowners who use this exemption are unaware that they are assuming the.responsibilities of a supervisor,(see Appeudix� Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serio ro le Imsl,particul;i ` when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as i u' w►i I'.s d Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsrbilities,many communities require,as part of the.,ermitp cation, 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:forms:homeexempt. r . pp ". �' � ✓�ie -Uoowi�wouueml� a��/�aara�uoeCla Office of Consumer Affairs&B siness Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before.tlie expiration date. If found return toOEM, :. Registration 4141991 Type Office of Consumer Affairs and Business Regulation Expiration: -3/3/2014 DBA 10 Park Plaza-Suite 5170 I ! Boston,MA 02116 HA BORSIDE REMODELING j R Y ROBERT WALSH, 250 CAPTAIN CROSBY ..CENTERVILLE, MA 02632 Undersecretary Not valid wi hout signature ' N1,ISsachusetts- Department of Public SafCh Board of Building Regulations and Standards Construction Supervisor License One-and Two-Family Dwellings Licenser CS 57394 ROBERT G WALSH ' :t 71 WALNUT ST t MARSTONS MILLS, MA 02648 t ' Expiration: 6/2/2013 I , ('onunissiuncr Tr#: 17039 ,_.__..._.. ..._._............_.....:....... P CSC K f _y ... ........ { i% a - i- } .III 10 Vv 44 r; u 2 7-0 /y .2*16 PT SIM �t2 � se_° mot( S I :v,r M� C , e { I ' t 6, 3Iq T-�co 1 ° Ua�w cb, 'ly L"7 I jA 't 'p Town of Barnstable WE� Regulatory Services Thomas F.Geiler,Director B MSTA"BM, ` Building Division Tom Perry,Building Commissioner FD MA'1 200 Main Street, Hyannis,MA 02661 www.town.ba rnsta ble.ma.us( Office: 508-862-4038 Fax: 508-790-6230 PERMI"a" A�z6-9 FEE. $ SHED REGISTRATION 200 square feet or less I oZ � ens eS cl Vt V P(34 Location of shed(address) Villag Property owner's name Telephone number , g7x C;2 4. ..,� —ems Size of Shed Map/Parcel# rw A e Date ' �0 Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042911 .r ,.. a Y •� y, a xr..N �- k3. ;l' ,� °,. r3' Y4�g7�W , X fr" I ® .®http:/(66.203,95.236/aramslappgeoapp/map a_px'propertyID=245064 b 1t UreSearch Fife; Edt,, tliew- 'FdYOnes. Tgols Help' ... ,$ti 'x � �' *Favontes. ®Map �1 ° " Pafge �,5afety: iools;�? ,." • - - ® oEH I IIIIn Parcel Viewer , ,•Custom Map 7 Abutters Map size Zoom Out A , 011 OV� r ff , ]PGATur�i fxlap layer�konloff by ,a seaectirgcheckbaxesbefow ••f Town Boundaries sr Road Names Voter Precincts 13 a: J—j Map&Parcel Numbers r Parcels b FEMA Q3 Flood Zones(Current Maps) " Not for official flood hazard determination. '' „J W AE(100 yr flood) AO(100 yr flood) 1 VE(100 yr Hood wf wave action) ��r r X500(500 yr flood) A � ri FEMA Preliminary Proposed Zones(subject to change;.g s. Expected Adoption: Summer 2013 f 13 AE 100 year flood ^�+ AO-100-year flood P p AH-100-year flood ; = i3 F ET VE-Velocity Zone < V 0.2%Annual Chance Flood WI Neighboring Towns K . _.......... `)••51#`. yy�� s a tale 'w !�43 Aerial Photos ltf . �r �, s•u u'sat, `�wk. s" nor �a Copyright 2005-2010 Town of Barnstable,MA All rig his reserved.Send questions or comments to GI GarrstsbleMA vi,.2=672[.Prod urtfonj DOne f r Fe, a . . .3:....�. ,.�,�. - a,. a - ^" u. :;u,. Ir.. ,;r,r, t` ,, ,.1 ;, k .: 'a"hrf.{7r °"; n, y s ., .. 'Sas3i.1`•'.. ...:Mn4 "'" =,*far _ 1 Start Awnbox Microsoft .„,� MalnSy e_ Menu". Applrcatlorl,Entry-,,. ParceltDetall ,Wert ,�i +Afnafa,.Wllllam,C , �� Map,,,UlmdowsIr�s �5 ® 920,AM' r, , O 41 - O N • ZONING SUMMARY To ey r ZONING DISTRICT: RB DISTRICT MIN. LOT SIZE 43,560 S.F. Craigville Beach Rd. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' � a MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' a SITE.IS LOCATED WITHIN AP DISTRICT Q Nantucket Sound LOCUS MAP SCALE 1"=2000't ASSESSORS MAP 245 PARCEL 64 LOCUS IS WITHIN FEMA FLOOD ZONE C SEPTIC SYSTEM INSTALLED 2004 PROP. 3 SEASON ROOM VERT. DATUM: APPROX. NGVD 100.00' —X— X— X N J 2 I-- - i STODRINE -'17 I SHED DECK —I -� 24. I m — / rq EXIST. STCn I o r� EXISTING 3 BR h X DWELLING ' 00 I� ao GAS r^ O METER IP ASLINE O 0 I� �\ w ELEC. \ 0 m SHED METER ' 1 LoI i 3r PROP. J w LOT AREA MASTER BATH 8,000f so. FT. 100.00' 19�— 19 EXISTING LEACHING AREA Y SITE PLAN OF 121 SIXTH AVENUE WEST HYANNISPORT ` A PREPARED FOR � OF�iy�ss� °A'S off 508-362-4541 �. PRIA ELIZABETH HARMON o `r'n I fax 508-362-9880 c OJALA downcape.com • Na MARCH 21, 2013 dewy cope engieeerhy,h7e. FSS1� civil engineers 1 Q su Ev land surveyors J ,, Scale: 1 = 20, 939 Main Street ( Rte 6A) 7j/7il YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. 0 t0 20 30 40 50 FEET