Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0071 WAKEBY ROAD
a�"�6 �Q! �i �� ,. �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION co Map Parcel UJ ►-= Application 0 v� Health Division C'3 Q Date Issued Conservation Division © T G Application Fee Planning Dept. Permit Fee 'cJ� S Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address q- �� ��' 12 Village Owner_ 4- 1°c-{/lCAC� Address 1 D Telephone 5-d f 1P-7 Permit Request Ti 11Z�$ gavrti A ayi Square feet: 1st floor: existing b�� proposed 1 0% 2nd floor: existing proposed Total new �3 Zoning District Flood Plain Groundwater Overlay Project Valuation 3 0 10010 Construction Type Lot Size ''�� 6 S / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family(# units) Age of Existing Structure Vj I� Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ 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 Number of Bedrooms: �, existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 6k Gas ❑ Oil ❑ Electric ❑ Other Central Air: A 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 Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name USW 4- VT I�i.>/1 �D I`ty►C.�j Telephone Number-J6 ® � 7� 67f� Address MO r�4UJ- - 1 (dl -M � License# Coiy I t Home Improvement Contractor# Email .), CPO— Worker's Compensation # ALL CONSTRUCTION DEBRIS RESUL ING FROM THIS PROJECT WILL BE TAKEN TO y SIGNATURE µ DATE �`� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. : ADDRESS VILLAGE OWNER 'i DATE OF INSPECTION, "� �`� ► FOUNDATION - ,,t, Q o 1 FRAME �1 re-An-. _.I INSULATION �c, .. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS- ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT. ASSOCIATION PLAN NO. r` e ormation aura last coons M �� c e eral Laws r3 Isz recces an�gIoy= pride�es'=IEP=SM for$yea emplayeM P��this ,an�lapre is dafined as.7-cVMy person in fire service of another under any �of b�, express or implied,'oral or writiro.." Au.emPFvyer is dCfined as-an inzvdidusl,psxt aergnp,assoc afian,cmporaffon or other legal entity.or airy two or mo¢e of tiie faregomg e mgDed k aJaint entexPmi@,and inchcrmgtha legal represenbafrves of a deceased employer,or ffie =ewer ar trustee of as inchvidual,partamship,association or ofhea:Iegal entity,employing ernploy=s- However the opener of a dwelling house:having not mure,than three apartments andwho resides therein,or the occupant of the- dwelling horse of ano�r who e3ploys peasons to do maw,consfruction or repair work-on such dwelling house or on the grounds or bm7dMg aPPurfEna�thezeb sballn°tbecanse of each eJaploymea�be de�edto be an e�loyerd" MGL chE[pt m—152,§25C(t7 also stairs that aeymy strafe or local lire agency shall7itiiliald•Hie isSaanca or renewal of a$cease or permit to operate a business or to construct buildings is the commGmwealth for any applicantwho has notproduced acceptable evidence;of compr=mwi&the nis¢rance covexagerega>iEd-" ALfitionagy,Md chaPt M I52,§25dM Sh&S aldeitbcr the nor a'ay ofits political subdivisions shall enter into any contiad for tbo p erf=mw ofpublic work mxtl acceptable evidence of campliaacewn the insurance.. regvaemenEs of this&spun have been p=anfed to the contacc�.auihoxdy" Applicants Please fill.otit the w013s'compensation affidavit coropyt4- ,by ch=Iciag tbc:boxes that apply to your sifnaiion and,if necessary, P13'sob- {s)name(s), addresses)�dPlione m�bez(s)aIongw&thc r certficatr,(s)of insIIrence_ L=rb--dLiabil ty Compmnes(LLQ orLfinj edLiabffityPartamships(LU)wi&no=pIoyees Other thanthe members or partners,are not rimed to cazy wadcm-e comPensafran insca�ce If an LLC or LLP does have mem �pIoyers,apoIicyisregoaed. Be advised.that this affidaYit maybe snbmifi ta the DepartEnentoflndnsSdal Accidearts for conEanaiion of it s - ce:coverage Also be score to sign.and date i3re affidavit The affidavit should bervbo ned to$e city or town that the application for the permit or license is being regaestA not the Department of TTrh,cti rat A�cidrmi-, ShauIdyou have ate•questions regatdmg the law or ifyon are required in obtain a l eatt compensation policy,please call tho Department at the nmbez listed below Se.If-ms`=d corupanies sb ould enter their, self-insar'�ce license number on the appropriate line. city or Town Officials Please be sore tb.at the affidavit is COMPICL-andPriated.Ieglly. The Department has provided a space at the bottom of the affidavit for you.to fill out in ure event the of ofInvestigations has to contact yoaregzxdmg the aPPh Pleas a be sure in fill in the prn�i/licemse mrLabez which will be used as a refrrence ninnber. Iu addition,an applicant that mnst submit multiple pemLjtUcense appli'taions in.any given year,need.only submit one affidavit md1cating can=t policy infonxlation Cif necessary)and mzdei"lob 55te Ae tit a applicant should vm-L �aII Lou ns iu (�Y m town).-A copy of t$e affidavittbat has been officially sped or maziced by the city or town may be provided to fire applicant as proof that a valid affidavit is on file for fdor 'peuniis or rune-& A new affidavitmirst be filled O�ot ea Qh year.Where a home owner or citizen is obtai ng a license or permit not related In any business or commeatial v�� (Le_a dog license or pewit to bum Leaves eta.)said person.is RIOT rerptirrr to Mete this affidavit The Office of Invesdgzd=would lid to thank you in.advance for your cooperation and should.you have any questions, please do nothesitaft to give us a call. The Departme res atidress,telephone and fax n=ambes_ COS Wt Mjf}E of MassadL Rastw.,MA EMI II Tel.:4 GI7-T`M9W eat 4.06 w 14 MAS&AFS Fax#617 727 77D Ravised424-)7 (v -mas5.gpV 27w CommomveaWt of3&ssffd7rusetts. Department of rud- r&id Acddetrts Orwe of LM-W-549at 0= 600 Wash>on&treet Gaston,AA 02111 wymmasagorldia Warskers' Cmnpensaiffn Insurance Af Edavit:Euilrier�Cu.ntractarsMectdciansJPhmibers Applies lufmmatfan Please Feint Name UhL - �a�► � Sv s � —3`�� Address: City/StatczF,— no ov" Cq� tKA Q-\64T-Phm�j,�--' <0-T ki-d-T — to-7 Are you an employer?Che.ckthe appropriate bon ' T of project r L❑ I am aemployeru th 4. ❑I am a general connector and I Type e ] ( ���= employees(andfor part-timer* Bove hired the snb corm 6. ❑Ide�v cons iota 2.❑ lam a sale prupsietc r or partner- listed on the attached sheet.. I- El-"emo ff s1�p and have no employees These sob-cmilradow have 8.,❑Demolsfioa Working for in any rapacity. employees andhave wor mre 9. ❑B.uMng addition [No Worts' camp-insurance comp.iasmanml • 5. ❑ We area corporation and its 10.0 Electrical repairs as additions 3- I ama bomeo-mw doing all work exercised f3zeEr 1L❑Plumbingrepairs or addfit:ns My € vr o otT=M, Tight•of eem s iaa per MW- repairs in surance elutred)1 c.F52,§1(4k and We have rro 1�❑Roof employees-[No wodoe& 13.❑Other c°snp-iammace mTired-) ►bayap ff=tched-sbo:ff1t alsofIlrnuttheswioabeLowsbmdagdie¢rndeecmmpeasabauporkyinfimm2acm- Homemnerswho sabm3k dtis affd2vid huUkating they zmdoing allwc*2mAff enbire oatsideconb cC=—t sabmitanewxfffda1t iadiryS¢e scud rco=Rct=ezt,i,wi this b=must zma, =smili—al sheet sbawiagthenamtof&a sat-caato;cbmsnd stdawhedm ar not those anitieshme emp3ayees.Ifthesair•contutmsluve emplayeas,they tpms-idethak waders'imp.130ECg number- I are an eutpl4w dint;igprnMLW workers'eompemidion iamranca fbr my*emtpLoyees. ffeTviv is tluepv fiey aad job sits infonnaliOtL In�ce Conlpa3lpl�FamE: ' Policy#'or Self ms 7ic. �^Cp1F3tIDIIDate: Job ReAddresm C4lstafet7.rp: Affach a copy of the warkcere compensationpolfcydeclaratim page(shaving the policy number and expiration dame). Failure to sew coverage as regdurdunder Section 25A of Mtn.c. 157-can lead to the imposifiozi of rsiusimal penalties of a fi=up to$UOD OU aadlor one-year impdso--TA as well as civil penalties is 9re farm of a STOP WORK ORDER and a fine of up to$250-00 a day abaainst the violator. Be advised that a copy of this statemed.maybe forwarded fn tine Office of Investigations ofthe DI&for insurance coverage ti�erifr ialL Ida lierBtry c a s a $ercr}'firatf7te i�rfar�sratiarrpratit d abate i g bars mid arrrect < Date- A' t 7 phone'i Qjkiduwanry. Do loot ovate in iris area&be cmrspfdad by city artomi njqaciat My or Town: Permifficense:9 Bsuing Auihority(rode one): L Board of$eaIth 2.BuffeTing Deparbncirt 3.fitylTowa Clerk 4.Electrical Fnspector S.Pltunbing hupector 6.Other Contact Person: Phone#: - - - - -- 6' Town of Barnstable Building-Department Services Brian Florence,CBO Building Commissioner u�sre>� 200 Main Street, Hyannis,MA 02601 VASX www.town.barnstable.ma.us 1639. Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE:j 17 Please Print _ JOB LOCATION: W� X�— �S. number street I village "HOMEOWNER": AkgA4. F Q6,.h lVmckk 54 lo7Sg- �oT name ` home phone�# work phone# CURRENT MAHING ADDRESS: cityAmm state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"h er"certifies that he/she understands the Town of Barnstable Building Department minimum inspection parce es and s i -comply with said procedures and requirements. 4imof Ho er 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 Building Department Services M AM K = Brian Florence,CBO ashes. 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 Using A Builder 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:F0RMS:0WNERPEFJMSI0NP00L4 Rev:0&116117 N.NA wa� 00 PEA FRONT ELEVATION LEFT ELEVATION go •"" REAR ELEVATION uEj 1 r.t.e.•.un.wA , , NEW KITCHEN OI ! O n.,1 I CRAWLSPACE ten„ `" 'O• g a NEW 1 ,.uo. - ,om. D .,mo. , I e.•.,w SUNROOM ANCHOR I w.n..ow i �" ;vmA • 1 I >ol.ul.oi n'i ANCHOR BOLT DETAIL rrn� SOLE'Irr-Ta• I I LIVING anw. m ••e,r.•o DEC K w.e•,e. ..N.de BASEMENT $ 4e DETAIL AT WALL •••a ROOF FRAMING PLAN " • .<•�.°,.rP. A NOTES. •��•'••` FOUNDATION PLAN NOTES: 1.)uN�w On EER SENOTED`17 • W ].)F eE L RAFT N HTAA NURPoGNIe aPe - Nr` 1.)LD IN TOVERIFY ALL EMOTING CONDITIONS TALLRAFTERS END° FIRST FLOOR PLAN DIMENSIONS IN THE RFID '."N1 FY aTTER iYFEMYaT •mscA� �, . TYP,ROOFCONS WIDNNERB Z.)CONTRACTOR IS VERIFY T ALL INTERIOR B OWNER MATEPoAUS. n••O v DETAILS.b RN61&'iN IN THE MELD WITH OYINER , LEGEND: 3.)ROUGH OPENING NEAO HBOM OF WINDOWS AT TYP.VJALL CONST. •.TM .m FIRST FLOOR TO BE 0,11-ABOVE SI.�LOOR *n•�e yr a'o e�••. e°awoweOOu.%p p EXISTING WALLS 4.)ALL CONSTRUCTION TO CONFORM TO T'&O OUR MASSAOIUSErrO �i"w•°1q r•,'^•yy°Yy,"„ E= CONSTRUCTION TO BE REMOVED STATE BUALOINO CODE.&rH EDITION ANENDEMENT b IRC200e Aee°.•..•ee.r.. •:vu.,.en.. NEWCONSTRUCTION s.)110APHE(POSLREBWINOZONE .eu•. iw,...w SUNROOM 'WoK•'n�.ro:s.w. ^"' &)ALL SHEETS OF PLYWOODWAU.SHEATHING TO BE INSTALLm VERTICALLY. ORHORIZONTALLYWBLOCMNGATEDGM,3T7DGErtr REONNUNG •r.c° wnw.•aww•.+•Ao IECC2016 RESIDENTIAL ENERGY EFFICIENCY DETAILS TJ ALL LVL tUMBERiEEAMS TO BE IS.used LOAD mxAe x[x me.w.wNe vAwe 0)6EE CERTRm 0.0T PLAN DEVELOPED BY WARYADI(ANSODATE9 ••'•v''' e i�•T11 nex•I0P .,R1tcx A FOR ALL PROPOSED&EMOTING DUAL$ rn' iiie'i•.e•• e.) FOLLOW ALL MNJUFA.CIURMS SPEC RCATIONN FOR INSTALLATION OF NEW """ •, AU BMPOON COMPONENTS • CRAWLSPACE 6Elu 1&1 ALL CONCRETE USED FOR FOUNDATION WALLS FOOTINGS&SLABS w•a.n rooms.wt.•m TO BE e000 PSI r�,,a., • o��w• i Y•n"•ire• •,�"""•ierm�wA"w>c�UNir v 11.)VERPY ALL PLUMIRW b EUBCTRICAL DETAUS W OWNERS ON THE STE x nwoi•�wuNoor� NNm ratrrnp OU ING FRAMING CONSTRUCTION •iDllncn,wi4:,...x ne'n ew..ee •°e^••••••^TM••••TM••"U•"'••O• 12.)TIMBER FRANING TO BE SPRUCSPNBMR NO.ZGRADE! a ' "�••�••' BUILDING SECTION SUNROOM •"°`""""'Y1"10i 13.)FOLUDW ALL REQUIRDeNTN OF THE 110 MPH CiEOKUST SUPPLIED TYR DECK DETAIL , . ° '• A BQBCOTUITBAWIGN.LLC NEW ADDITION/REMODELING FOR: SCALE: DRAWING"°.' 03 BREWSTER ROAD w�'uf°� 114"=1.-0" MASHPEEAAA.0 2 5 49 BLANCHETTE RESIDENCE ,we PH.(s08 z1aTTee °nern. DATE: Al FAX(50�)53>}8002 71 WAKEBY RD., MARSTONS MILLS, MA eO�,,,�� 6/17�2017 Y AWC Guide to Food Construction in High Find Areas:110 mph Wised Zone Massachusetts Checklist for Compliance(780 Clot 5301.2.1.1)' Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).................................................................. .................................................110 mph Wind Exposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories .......................................:......................(Fig 2)............................. ( stories 5 2 stories RoofPitch ..........................................................................(Fig 2) .........:.................................�_ s 12:12 MeanRoof Height ..............................................................(Fig 2)................................................. ft s 33' r/ BuildingWidth,W...............................................................(Fig 3)................................................ LZ-ft 580, BuildingLength, L ...............................""...........................(Fig 3).................................................���-R 5 80' Building Aspect Ratio(LM) .............................................. (Fig 4).................................................I.L� s 3:1 f Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................11�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 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an aftemative in concrete onl Bolt Spacing—general.......................................... able 4 n. Bolt Spacing from end/joint of plate ............................(Fig 5)...........:.........................�in.�6"—12" Bolt Embedment—concrete........................................ (Fig 5)......................................:.......... in. a 7" y Bolt Embedment—masonry.........................................(Fig 5)............................................ n.a 15° PlateWasher...............................................................(Fig 5)...............................................a 3"x 3°x'/<" c/ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...................... Maximum Floor Opening Dimension......................... . . .....(Fig 6).............................Q ft 512'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................... 1� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... 0 ft 5 d e� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall............... (Fig 8)....................................................jLDft 5 d [/ Floor Bracing at Endwalls...................................................(Fig 9).................................................................... .� Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................bL Floor Sheathing Thickness............................... .................(per 780 CMR Chapter 55)..................Floor Sheathing Fastening................................................:.(Table 2)..Sd nails at�in edge/ field -mil 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft s 10' c° Non-Loadbearing walls................................................(Fig 10 and Table 5)....................i...... ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... 6 in.5 24"o.c. s/ Wall Story Offsets ........................................................(Figs 7&8)............................................ 0 ft s 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls.............................................:..........(Table 5)..............................2x-A —2 ft !n. f Non-Loadbearing walls................................................(Table 5)..............:. 2x�- ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)............................................ ....... ......... ... �� WSP Attic Floor Length................................................(Fig 11)............................................ ft zW.. Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. .............................. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... Alice Connection(no.of 16d common nails)..............(Table 6)................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Miassachuseffs Checl,;llst for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ 2 1� Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)............... Table 8 .� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .................................................. .....(Table 9).................................. 2 ft",-07 in. s 11, Sill Plate Spans ..............................:............... ....... ...(Table 9).................................. Zft'_in.s 11' ✓' Full Height Studs (no.of studs)...................................(Table 9)........................ . --E� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._L ff�in. s 12' -6G Sill Plate Spans...........................................................(Table 9)............. ....................._Zft_in. s 12° Full Height Studs(no.of studs)....................................(Table 9)........................................................ Z �� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 r�4 s 6'8° . . ........................................................ .. . SheathingType..............................................(note 4).......... ........................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................._(Z ip, �i- Shear Connection(no.of 16d common nails)(Table 10)........................................................ f Percent Full-Height Sheathing.......................(Table 10)....................................................zr=% v� 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..:.................. v Maximum Building Dimension, L Nominal Height of Tallest Opening2..................................................................:...4V5 6'8° Sheathing Type..............................................(note 4)............. . .�' Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail Spacing..........................................(Table 11)................................................. in. _AL Shear Connection(no.of 16d common nails)(Table 11)........................................................ C+ Percent Full-Height Sheathing.......................(Table 11)............................. . 6 % . .................. .. 5%Additional Sheathing for Wall with Opening>6.V(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ c� 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC S n Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)............ti_Zft s smaller of 2'or U3 . Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=E70 plf Lateral........................................ (Table 12).............................................L=1M plf v� Shear............................. ........ . . ...(Table 12)......... . . . T S= plf Ridge Strap Connections,if collar ties not used per page 21..... (Table 13)..............................T=Ift plf 1� Gable Rake Outlooker......................................... (Figure 20).............. (fit s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..........................:.....................(Table 14)............................................ Lateral(no.of 16d common nails)...(Table 14).......................................L= 4ff b. Roof Sheathing Type..............................:....................(per 780 CMR Chapters 58 an 59)............... . RoofSheathing Thickness........................................... .......:...................................... in.z 7/16°WS Roof Sheathing Fastening...........................................(Table 2)........................................................ Notes: 1. This checklist must 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 ' 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. (for CO�I7- Vlah A WC Guide to Wood Construction in High Wind Areas:11O mph Find Zone Massachusetts Checklist for Compliance(7s®cMR 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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. ii.. All horizontal joints shall occur over and be nailed to framing. iii. 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 at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas. 110 mph Wind Zone Massachusefts CheckUst for Compliance(780 CIR 5301.2.1.1)1 -WEN-THIS THIS EDGE RESTS ON FRAMING 415E Sd NAIS AT6b Q 1t, 11 11 11 It It 1/ It 1 Y 1-I tl U 11 1 11 �t 11 II It II 11 11 1 11 11 11 � 1 11 'j► � j ' • 1t `S 11 ij•T' � • Ir E„ a Ira II Yi It r ' Ed I�- Ir �� rr ' a. II ii II 1 1t L /1 1 . It 11 a 1 10 a IJ I.r V � i 14 ii 3 i I f / I I r1 t 1 • 11 -- it _ tl 11 (tl r t i �- NAR-SPACWG ------ hti PAN t Vi See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment BeamChek v2013 licensed to:Giampietro A►chitects Reg#7124-1030 CBD-Blanchette res. ridge beam @ sunroom Beam#1 Prepared by: LFG Date:'8/15/17 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 inz R2=2.0 in2 (1.5) DL Defl= 0.34 in Data Beam Span 12.0 ft Beam Wt per ft 5.34# Reaction 1 TL 1292# Reaction 2 TL 1292# Bm Wt Included 64# Maximum V 1292# Max Moment 3876'# Max V(Reduced) .1079# TL Max Defl L/240 TL Actual Defl L/421 Attributes Section W Shear in' TL Defl in Actual 41.13 20.78 0.34 Critical 20.64 8.52 0.60 Status OK OK OK Ratio 50% 41% 57% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2253 190 1.8 650 Adjustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 210 =A GIAI►1- O -� NO.4929 FALMOUTH. MA. Uniform Load A 0 0 R1 = 1292 R2= 1292 SPAN= 12FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Blanchette add&alt for Cotuit Bay Design 71 Wakeby Rd Marstons Mills, MA G.A. Project#1757 BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 CBD-Blanchette res. ridge beam @ sunroom Beam#1 Prepared by: LFG Date:8/15/17 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in2 R2=2.0 in (1.5) DL Defl= 0.34 in Data Beam Span 12.0 ft Beam Wt per ft 5.34# Reaction 1 TL 1292# Reaction 2 TL 1292# Bm Wt Included 64# Maximum V 1292# Max Moment 3876'# Max V(Reduced) 1079# TL Max Defl L/240 TL Actual Defl L/421 Attributes Section(in') Shear(in 2) TL Defl (in) Actual 41.13 20.78 0.34 Critical 20.64 8.52 0.60 Status OK OK OK Ratio 50% 41% 57% Fb(psi) Fv(psi) E(psi x mil) Fc psi Values Reference Values 2250 190 1.8 650 Adjusted Values 2253 190 1.8 650 Adiustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 210 =A D AqC �5 F GIAI►gpyi�t� O 9 �-J NO.4929 O FALMOUTH. MA. IV �qf A4�S�'P Uniform Load A 0 0 R1 = 1292 R2= 1292 SPAN = 12FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Blanchette add&alt for Cotuit Bay Design 71 Wakeby Rd Marstons Mills, MA G.A. Project# 1757 COTU IT BAY DESIGNJLC 43 Brewster Road Mashpee, MA 02649 508-274-1166 steveL@cotuitbaydesign.com www.cotuitbaydesign.com INVOICE 8/17/2017 To: Al and Sue Blanchette 71 Wakeby Road Marstons Mills,MA Design fees: Building plans 10 Hrs. @ $150.00/Hr. $1500.00 Site plan $1700.00 Beam calculations $ 300.00 Plan copies $ 100.00 Total $3600.00 Less retainer received 8/2/17 $2000.00 Total due $1600.00 Thanks! Steve Cook o � H EAT LOK ®e on JAN11 - • . T��� ?8 N 18 - • tiq .A(a VA Company Name Cape Cod Insulation Phone Number 508 775 1214 Applicator Name Dave Souza Installation Date 1/9 Jobsite Address 1 Wakeby Drive- A-Side Lot #'s PA86001718 Permit Number B-Side Lot #'s P1145427617 Location of Insulation . . A. Walls 3,2" R-21 290 Attic 7.4 R-49 175 ln'tumescent* Coating Used Loc a* tion Thickness' / Coverage Rate. www.Demilec.com 4DEMILEC f r°tt, Town.of Barnstable *Permit#dD Expires 6 mo Regulatory Services Fee f�e� r • iARNSt'ABLE, • 039. `0� Richard V.Scali,Director .' PIED MA't A _AL Building Division . (f' Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY ® J^ Not Valid without Red X-Press Imprint Map/parcel Number Property Address ( �A,'�E�"� t0A.a r t LLJS [?"Residential Value of Work$ 3Li®0 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �"�4?.Gt�t✓� Contractor's Name V L,)CAL r1 Telephone Number_So �J&Ljo Home Improvement Contractor License#(if applicable) 12"S 7 Email: (5b4fC.f53 . +c16 Construction Supervisor's License#(if applicable) q'-911 7 ._ ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor JUN — 2 2014 ❑ am the Homeowner [,I have Worker's Compensation Insurance Insurance Company Name Li/b 12-1 N of-OAL— TOWN OF BARNSTASLE Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) / [�e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is ,.required. SIGNATL. Q:\WPFILESTORMS\building permit forms\EXPRESS.doc Revised 061313 I KELLY ROOFING MA CSL #99167 PH 508 509 4640 8 RHINE ROAD. MA HIC #128957 YARMOUTHPORT MA 02675 kellyroofing(icloucl.com April 16 2014 Proposal submitted to Pam Kitt redge of 71 Wakeby Road Marstons Mills Ma We propose to supply all mate ials and labor necessary to remove and replace the existing roof at the address above All debris to be removed to town transfer. 8" White aluminum drip edge to be installed on all eaves. Ice and water protection membrane to be installed on the first three feet of eave and around all protrusions. Remainder of deck to be covered with #15 Felt Paper. Lifetime limited warranty Architect style shingle to be installed, (Color to be specified) All shingles to be storm nailed. (6) Bathroom vent pipe boots to be replaced with new. Repair/Replace all flashings as necessary. Install Shingle Vent II Ridge vent on all ridges with Hand Nailed Caps. Protect all walls, windows, decks, plants, shrubs, etc. during roof strip. Complete cleanup of area during and after procedure including all nails and cleaning of gutters. Obtaining of Town Permit. At a Total Cost of $3400 Payment schedule; 50% at-project start, balance upon completion. Respectfully Submitted, Oliver Kelly. Proposal accepted by; Date / /2014 I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auulicant Information Please Print Legibly Name(Business/Organization/Individual)—. 0 L-t,,-/aL Address: City/State/Zip: Phone M 5 g 609( 4.b(40 Are ou an employer?Check the appropriate box: Type of project(required): 1.[+ I am a employer with 2 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.t 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. g, ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL l L[]Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.91toof repairs insurance required.]t employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 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 a new affidavit indicating such. 2Contractors 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 is providing workers'compensation insurance for my employees Below is the policy andjob site that information. Insurance Company Name:�..t 3�Ql�1 Alkw A 1.- Policy#or Self-ins.Lic.#: 0C,S ()?J!Z Expiration Date: Job Site Address: —7( LAB —6�d City/State/Zip: dF2SGbt� r1 l UPS �� 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 certi nder the=andofPerjury that the information provided above is true andIrrect a Date: v �' Phone# 601a; 14;01� q b 4 ) 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#• R CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 5/1/2014 IS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS :RTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES :LOW. VHIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED :PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. PORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the rtificate holder In lieu of such endorsements. ucER DOWLING &ONEIL INS AGENCY INC NAMVC 973 IYANNOUGH ROAD PHONE FAX HYANNIS, MA 02601 EMAIL ac N°' ADDRESS: INSURERS AFFORDING COVERAGE NAIC V INSURER A: LM Insurance Corporation 33600 IED INSURER B: _IVER KELLY 3A KELLY ROOFING INSURER C: 1HINE ROAD INSURERD: 1RMOUTH PORT MA 02675 INSURER E INSURER F IERAGES CERTIFICATE NUMBER: 20051017 REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD )ICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS :RTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBR POLICY EFF POLICY EXP OMITS TYPE OF INSURANCE POLICY NUMBER M/D M/D COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F1 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO ❑JECTLOC PRODUCTS-COMP/OP AGG $ RI- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a accident ANY ALTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per.accident UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED I I RETENTION $ WORKERS COMPENSATION WC5-31S-338804-033 12/28/2013 12/28/2014 STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE Y/N N/A E.L.EACH ACCIDENT $ 100000 OFFICERIMEMBER EXCLUDED? ❑Y (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100000 If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 500000 :RIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) rkers compensation insurance coverage applies only to the workers compensation laws of the state MA. s certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. E WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR OLIVER KELLY. ITIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE =RRY WALSH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10 KELLEY RD ACCORDANCE WITH THE POLICY PROVISIONS. YANNIS MA 02601-1990 AUTHORIZED REPRESENTATIVE LM Insurance Corporation ©1988-2014 ACORD CORPORATION. All rights reserved. DRD 25(2014/01) The ACORD name and logo are registered marks of ACORD M.: 20051017 CLIENT CODE: 1329955 Didi Dangas 5/1/2014 9:36227 AM (PDT) Page 1 Of 1 Office of Consumer Affairs and Business Regulation - 10 Park Plaza- Suite 5170 • Boston,Massachusetts 02116 Home Improvement C01juactor Registration Reglstraon: 128957 : TVw Individual EWration: 8/14i2015 Tr# Oliver Kellyy = Oliver Kelly, : 8 Rhine Rd Yarmouthport• MA 02675 - ' Update Address surd return card.Mark ressor =1 Q,9wAw1 0 Address'fo Renewal 0 Bmploymeut 011lee ofConsumerAffairs&Busluess Regaladon License or registration valid for Individul use only ME IMPROVEMENT CONTRACTOR beforethe expiration date. Hfound return to.- Type.. Office of Consutner Afiffirs end BUA=Regulation Iratton: .W1412015 indmidual 10 ParkPimma Suite 5170 Oliver KeQy Bost6a•MA 62116 Oliver Kelly 8 Rhine Rd. Yarmouthporl.MA 02675 L;aderseetetarr DIDt wild withoutepoatare Massachusetis -Department of Public Safety - Board of Building Regulations and Standards , • _ `License:CSSL 099167 - _ `_tit. :_�•• ���•� OLIVER M KELLY 8 REM ROAD Yarmouth Port NfA 02675 Expiration Commissioner 0912&2015 I i I Town of Barnstable TOWN OF BARNSTABLE FZNETq�,�O� Regulatory.Services 2003 AUG 2 I PM I : 24 Thomas F.Geiler,Director 1ARNHABm 9 MASS. . $ Building Division ArFp 39. a Tom Perry,Building Commissioner DIVISION 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# V00 FEE: $ SHED REGISTRATION 120 square feet or less `l 1 liuhl�� MC�n S S (d S Location of shed(address) Village- Property owner's name Telephone number Size of Shed Map/Parcel# Signa a Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) ' ' VD 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. I THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 i X� aIT i * z W7, /i, Y rT * {rj -:FS'•'�4. ,'�•� .,�ST - -v .s� i,fDa,O ` '• Of t - -77 ItFAUX ZJ AN RD r y ; c'9 S'� Y .h 4-..-'w�R K � .h a.'A M..A.'•Y 7 r � ,T.r M I 4D ELL �25 0. • �SCy. � � 0 �OG17� 1 - A1CHAR.l A. WTO w r ax:LYB0 C.SZT1FtE1D PLbT PL.ISIJ s4PN$,sutN - LOCATIO" MAP.s1ONK M I I LS • GAL I n 3 Q pAT 1r ��� 111 C6ZZTIP,f TNA-r TI-Ii= �OVL1t7AT'101-� S"owu PLA1J Ri�1=�cz>r►.�GE NEQ G mw COAAPLYS WIT" THE S 1 VS-Li►-IE6 AWiD SET$ACV QC-QVIQEµcuTS OF THE TO W u of ��iJSTA�3 LWZ� �ov2T S l SCo -� BA7CTElZ 1vG_ REGISrsZSt> LA1 o SUeuE%(OQ ' T"IS PLAN IS WOT BASET7 Ow AN OSTE2v%L-LG o MASS• lW-9MVAnEl.1T SUZVeY J T«C-.. a��S��S Slaowl.n APPLI CAI�IT 1� T BC USco TO oerceMIN� LOT LlWaS �1�- ��E 1�R+UL- A sessor's map and lot number .. P .7J.....z �^ ®��• /OC `�= 7-7 .t. SEPTIC SYSTEM MUST BE 70 f t. INSTALLED IN COMPLIANCE Sewage-Permit number ..............................3T.................... WITH ARTICLE II STATE a �^ SANITARY CODE AND TOWN k .. T"E'°� TOWN OF B ARNISTXRLE di 1M BUILDING INSPECTOR '? �p 1639. \0 C?t p YPy a• `� C'� - ' c.� �; APPLICATION FOR PERMIT TO ...... TYPEOF CONSTRUCTION ................ �P............................................................................................ .� �..�77.19........ TO THE INSPECTOR;OI<:BUIL,pINGS: The undersigned hereby applies for as permit according to the following information: Location ......... .. ........ !!,,� �!?�....��/ ....�y.../ i��S.. .c ��............................................... Proposed Use �we�% Zoning District fe) ..............................................Fire Districty�P'Q�/��G 1 ........... ............................................................. Name of Owner ....................................... 'f'�/ /� � I0`.............Address u/y � . �/�% s /� Q... ....... ... ./.....................................y................................. Name of Builder 71/v .✓ �'..� �L •.................................... .................................................Address ............................................., e� Name of Architect Address // Number of Rooms .............F....................................................Foundation ���/ � cd/? /�P�L�• .............. ............ .. ............... Exterior ............ ...................................... ............................................Roofing .......................................... ............ .. ...... Floors 1l�ddt� Interior .................................................................................... ........................... ........................................................ Heating................/G..........::................................Plumbing ...... ........................................................................ Fireplace ....... ...Ll ........................................Approximate Cost ... k .. 1.. d .................................... Definitive Plan .Approved by Planning Board -----------_____—-----------19_______. Area .......�!.�� Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF BOARD OF HEALTH i /dl-)7 v I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Gi� Name . .. . ...... .... ..... .... ........................................ DePaul, Lawrence (0`71-9334 one story No .......... Permit for .................................... *is,,ingle family dwelling . ................................................................................. Location .... ...................................Wake by Roa d....................... Marstons Mills , ............................................................................... Lawrence DePaul Owner ................................................................... frame Type of.Construction .......................................... ................................................................................ Pilot ............................. Lot - Permit Granted .........................!...........K June 24....19 77 -7 Date of Inspection .......... ... � Date Completed. ... . . 7....... ....... ................. PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... ................................................................... .......... Approved ............................................... 19 ............................................................................... .............................................................................. Assessor's map and lot number V3.......... . �r D��• /�C� r li"'�^`� �7 Sewage Permit number ...................................�...................... T"ET°�` TOWN OF BARNSTABLE i i BABBSTLDLE. i M6 9 M �•� BUILDING INSPECTOR 'EO a 4L c Cotisllf UG7 D 11,1Y6- APPLICATIONFOR PERMIT TO ..... ....................................................................................................................... TYPEOF CONSTRUCTION .........................7........... ................................................. ........... . ..... ................. '. ................ .. ..............7719........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ........I. e.. ti ...-0. Location ......... o .......... / .i6�.... P/ ........ ..../ ...p.....s.......i.......s................................................... ProposedUse .....G(/ .................................................................................................. Zoning District ..............................................Fire District C��Y�P•Q!///�G ................. ......... ............................................................... Name of Owner .... 1.(/!?��t/C ........ ...........Address .... r ....................Name of Builder .................................................Address ............... Name of Architect .... ../TA/Y �..........................................Address .............. .......................................... :.......... .......................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior /�/ / ..... 3d � .����1� �j1`5;V6��S .............�.............................................Roofing - Floors ,d'Z41!!Od�! .Interior. .................................................................................... Heating .... 7,vv„.... �1%............................................Plumbing .. �. 1>�!�........ .............................................. ..... .... .... Fireplace ` G !Lh�...��............................... pp A roximate Cost ................................./................................. Definitive Plan Approved by Planning Board ---------------____-----------19________. Area ....... !. .. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH Fa 6 /�/77 cf I hereby agree to conform to all -the tRules and Regulations of the Town of Barnstable regarding the above construction. .T" G%9 0. Name DePaul, Lawrence =43-25 19334 one, story. No ................. Permit for .................................... single family dwelling ............................................................................... Locttion Wak.eby...Road oad............................. ....... .. ....... Marstons Mills ............................................................................... Lawrence DePaul Owner .................................................................. frame Type of Construction .......................................... . ................................................................................ Plot ............................ #6 ....................... e 77 Permit Granted ................J...... .................19 Date of Inspection .................... .24............19 .... Date Completed ..... ......... .. .... .......19 PERMIT REFUSED ...... .......... ............. '19 . ...... .. .... . ......... ....... ...... .............. ...................... .............. ........ ................. ............................ .................. .... . ..... ....... ........ .............................................. ............. ................. Approved .............................................. 19 ............................................................................... ........................................ __ -- ------- -- -- -- --- -- -- CB/DH FOUND wgkFeY ROAD 1 CATCH BASIN 0 1.7 PAVEMENT z PROJECT s1 LOCATION 8�1.3 81.4 ► CB/DISC V' FOUND ROAD OF PAVEMENT DMH BENCHMARK: Q 81 7 EDGE NAIL & CAP i 46 )MDE) fL. 81.56 i 2$ 81.5 81<6 AKECA H B Y. CATCH s1.2 BASIIN P.P �118-4 j LOCUS MAP CATCH PAVEM BASIN 1.0 /� ° i `� s1.s EDGE 0 BASIN ❑ f�, -- NOT TO SCALE �I O N85'00'27 EJ 82.s + I I UY, ,+81.7 LEGEND R=780.00 / 1(�9.81 I J� L 15.19 I FOUND 1 w }82.6 N ---82 ---- EXISTING 2' CONTOUR N I z 80 EXISTING 10' CONTOUR 14 I �' m 82.7 I r to +81.3 EXISTING SPOT ELEVATION LOT 6 ,ZO,O,Zf 5.1�'. o ► LOT �' PP UTILITY POLE g I NSF DHM DRAIN MANHOLE Co POST A RAIL FENCE D o I o S7)rz"jr L. "ArAr 'IlY 82.7 82.7 I o FOUND DH CONCRETE BOUND LAWN (� o � �\ I o w w • Y � Ci sas � Bz.9 BRICK o J ' m 80.9 52.9' A�C 82.2 BRICK cn GENERAL NOTES. 80.s NEW 81.5 STONES I 1. HOUSE NUMBER: 71 o z.3 ST0 EXISTING ` s �� 71 822� 2. ASSESSOR'S INFORMA770N.• MAP 043, PARCEL 025, LOT 6 I � o HOUSE # NEW �-$ - =w F.F. 84.77 s1.8 NR -- J. FLOOD ZONE: X PANEL: 250001 0541 J'(0711612014) _M N o� Z HOT DECK i 42 a � m TUB SHED 7.8 4. ZONING DISTRICT.• RF _ o o \ 80.6 1.s ` c E _82 LAWN 8 5. -0VERLA Y DISTRICTS• WELLHEAD PROTECTION DISTRICT & RESOURCE PRO 7EC77ON DISTRICT z rn LOT 5 1 ' z., 6. LOT COVERAGE BY / EXISTING o N 1y' �8 m N SEPTIC SYSTEM c� Z 7 A. EXISTING STRUCTURES' 979 SF120,024 S..F. = 4.9Z SIJS�IN BL'TfLL'L (LOCATION +77.4 J m / Q APPROXIMATE m = B. EXIS77NG & PROPOSED S7RUC7URES.• 1,050 S.F./ 20,024 S F. J LAWN co - \_/ z Z TOPOGRAPHIC INFORMA77ON COMPILED FROM AN ON THE GROUND SURVEY ❑ 8. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DA7UM 1988 80.0 � rn +81.3 V= 84: SITE PLAN 84.1 ST CKA E FENCEOUNDC FOR S81 4'11" Co " F N�E 152.74! AL & SUE BLANCHETTE STOCKADE #71 WAKEB Y ROAD CB/DH FOUND LOT >5 MARSTONS MILLS, MA LOT >8 Alr F N BBI" A L'PAWS NICfL4LL L. Scale: 1 20' Dote: AUGUST 8, 2017 M"STIAW � RILFY r1 OF Mgss TYar w ck �Pc Associates Inc. GARY S.LABRIE R U -a DRANK BY: 1-M., R.dW. DAZE 08108117 � nlo.aooss � t 83 Cozen Road Box 80> 20 0 10 20 40 ss�o� Te North Fadmmt/4 Mass 0,2558 S�'IEET f OVA f N O�lEC>KID BY: GSL - d (508) 583 - 777�' P• cad Im,�ts 2004 jSW7o"j ft 1ss17044W d»9 SCALE. 1 /NCH = 20 FEET1 i` !