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0024 MELISSA LANE
' , �f. .._ �. w ,._�,..0 _._ _ . . �.. . �..�... '��. .r ti , .. <. '� II I� i ,ti_ t. r d r-°P o � Ce,,, m 60/1 �s We coon �- c Town of Barnstable Building , I Rr /AElV3rABLB. . P[i"o;vst; This snC„'arr d So'.�T`«hart itn i sr Visib'.l e Fraorv,.m,5,.th-ee, .i Jdthis CardM_ ustdeMustRetai be Kept aj 4 " Posted Untiil Final inspection Has Been Made "; Permit P m 1 , ... ..' x.t,€: r Mtn i•t -•, _€ x . c s 'k 1 �/ liilt }. Where a Certify cateof Occupancy i Requi�red;s4 u hBuilding shall Now t be_Occupied until a F�nal,lnspect�on ha been made :} , r Permit No. B-18-3059 Applicant Name: BREAULT, ROLAND W JR& MARCIA L Approvals Date Issued: 09/14/2018 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 03/14/2019 Foundation: Location: 24 MELISSA LANE,COTUIT Map/Lot: 010-010-001 Zoning District: RF Sheathing: Owner on Record: BREAULT, ROLAND W JR&MARCIA L Contractor Naine _ Framing: 1 Address: 24.MELISSA LANE Contractor License 2 COTUIT, MA 02635 % Est Project Cost: $0.00 Chimney: t , F Description: 8 x 12 shed � Permitee: 35.00$ Insulation: i Fee Paid:a $35.00 Project Review Req: 8'x12'shed located as submitted on property plan ,I Final: x Date 9/14/2018 Plumbing/Gas r ti* Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within sik months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicetio`n and theoll'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall$e in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspectidn for the entire duration of the r work until the completion of the same. ,> i ri Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this'permit. Service: Minimum of Five Call Inspections Required for All Construction Workr 1.Foundation or Footing ,h `_x ., { . Rough: s z. 2.Sheathing Inspection "' " " `i�' A '� 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 S.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 Final: ISSUED RECIPIENT All Permit Cards are the property of the APPLICANT- Town of Barnstable �TIME ras Building ]Department Services Brian Florence,CBO rT� f Miss�. Building Commissioner � 1639- `0� 200 Main Street, Hyannis,MA 02601 prED Mf+� www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PER=# �- i 8� 30.�-q FEE: $35.00 BUILDING Ij+ I DE PT, DEFT, SEED REGISTRATION SEP 14 2010 RE+SIDF iTTAT,ONLY 200 square feet or Iess T-00 9 CIF BARNSTABLE' Z-I 1'D�►�ISSA �--P�G 1� 1 Location of shed(address) Village Property owner's name Telephone number 17, Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? WO j Old King's Highway Historic District Commission jurisdiction? A)0 You must file with Old King's Highway 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. TffiS FORM MUST BE ACCOMPANIED 13Y A PLOT'PLAN Q-forms-sbedreg REV:08/6/17 n . 7� 94g6•E i N 2l614 ( N/F 171 S. F. SIL RONALD SMOEM 346 S.F. 807 et.a1. LOT I 51.7 . S. F. .Tol 43, 561 S. F. PADOGSW IXA�AWMOWN WXTH (4) NOTE.' wrl. Tom AROLSO mrrH ` EXCAYA MA LOT 2 �\32 .10• x - o• x N• - � \ ��� : _• �: �z TO REM o'~1IWO sAuav "f MA TERI _ soorIC TAMS EXCA VA \ NIF MECHAIV VARY SOUSA LEGEND --'lo -- EXIST.©ROUND . N 1�� �J�•^ FINISH,.GROUND PIPE I T NVER E �-- q - � ,y �-- G8 � _ �09•'T S. - 00 LOT 7 ® TEST PIT t OGA SEPTIC TANK ' QNe DISTRIBUTION � 0 =Ll ` 4"C.I.OR. SCH 4-BIT.FIBER f .._ PROPERTY LINE SETBACK DISTi z: r t .P� -- -- - - I-- .--�—_"."',�s. t2'.-_— .4 f� i.-tom.{- � ,..,... ` _�s.`j.+.'"..4.'.•. ,�-_._.._..__� -'._ !`;g: -^•.{ � �� y.ri� ���i. . '.4r{,•� •{..�A^-.,`ram.,,` t�'�. � �i� F ys•t �� f t I TOWN QF BARNSTABLE BUILDING PERMIT APPLICATION / Map ® � O Parcel 0 I O BUILDINGApplicationR -` —�"L✓QJ Health Division Date Issued Conservation Division Application fee Planning Dept.t. - TOWN O'BAr1 S7jA9L.E Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2 y M +y L 1 SS 19 L lam, Village C 0 T i> I "T Owner QyL &,%) M,, T2R,1=1WLT Address 29 MfZ (,j S5 jq LN Telephone �_ L4 `7 Permit Request 6-v m -51-(4 -j(:: -F j p 7 4 1A C_c !zT A G 14 6, 6 F F4 O M I , Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed r Total new Zoning District Flood Plain Groundwater Overlay Project Valuationf3.S-,mo Construction Type_ Lot Size Grandfathered: ❑Yes U9 No If yes, attach supporting documentation. Dwelling Type: Single Family Q Two Family ❑ Multi-Family (# units) Age of Existing Structure i$ Historic House: ❑Yes 14 No On Old King's Highway: ❑Yes No Basement Type: )I Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 32- L-) Number of Baths: Full: existing '2- new Half: existing 1 new Number of Bedrooms: existing =new Total Room Count (not including baths): existing I—new First Floor Room Count Heat Type and Fuel: )Q Gas ❑ Oil ❑ Electric ❑ Other Central Air: )I 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:A 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 Mrz AV E Telephone NumberZ- Address P, 0 i_� (bX 2? License # C 5 g VU r 1M8� i J ft 0-7-j-7 `'i Home Improvement Contractor# Email V4 cK tC < © 5MOlL - f E Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE y ^ I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME FRAm.e INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH / FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Coazarramweakh ajfMaJsradrtrsetGs Deparbaeat qfr '"v&i&AeaZ=tr arcs 600 Washbigtoa&reW - Ba ZW4 MA 02HI AgmUcan#Infarmafknt Please Mint Addres Are you as employer?Checkthe apprapriate bay Type of project(required); L❑ I am a employes veitfi 4 ❑I am a general conEmctar and I employees( . p * IraVe hiredthe Mb-co las 6- ❑New ooIIsfrucEiom �T11 aft�Of a1.t-time. I am a sale gznpaetotr orpast fisted cm the attk�sheet., ' . 7- ❑Ilem deHng slip and have no employees These sub-cautcad=1ave 9 ❑Demolition - WadiII„ forme many capacity_ employees mdhave Wadcess' [No !comp_fi=mnce • Camp-k1s umnCe$ g- +S "��E ZfIOII recF -] 5. ❑ We are a=porat ion and its 16-❑Electrical repass or adcFh.. 3_El I am a bameamnerdxizg aI Wak officershmemrcisedthek 1L0 Plunbiugrepairs or adclitioas DQ - afs�-ais a vod:e�s' of per I1 M L I�o Myselfere�ed j i / c.M,JIn andwel lave O� , emlrloyet=s_[No wodm& 13_❑ofiier c�-mil ` PBPF� �stcbe3.Soz lems#aLSafiIla�tfiesec�oabeTax �euwodcvs'm®PP"58t; "PnlicF ® #�Ga7eoam�st�dlQ sut�1�DS�da�IMF�`iIL��2IE�PC¢jC�d BseahaE t1 Ca�C�3Il�ct 5v�tmit anew�d�t mdi�rnr�, . rCa�rs3wt t3iecYihs bmc ffi wed�Csddi�sl sfxeei shoaiagthen�of the mod.sta[P�Iteth�araatthnse e;�sbss� . ' emp3o3Res.7fthesnFrtaa:>�d�sh�e�QF���'P �ate"�.garb a�hez, -Tam an empLayer 9catis pratzdiirQ yrroricers'couw,ensdiure ursrira=for MyeMP1,01em Belary is flcspaHey amp job life iu,�ar�nn • Ias�neeCompanyP�ame: FoRcy,41'or Seff-pas-Iie.= i i�iaaDatz: Job SafeA&he= Cfty/StafetZ�P: Attach a copy of the ryarkere compensafionpolicy declaration page•(showing the policy nmmber and expiration(Tate). Fare to sew coverage as required under Sedion 25A of MCIL C,157 can lead to the imposifim of commal penalties of a fine up to$I 50D-tit?aaglar one-yearimgfisonmevk as W611 as civil penalties in The farm of a STOP W01ZK Q$DERaud a fine of up to$25SM a dap againd the violaf m Be advised ffkd a cry of this shatemet may;be forwmded to the.Office of Imrestig4ons of tine DIA far fimm=e covemge v I aFn Fiersby cwti&a and per r fp tfrg i fad prmFi&d abmv i;Gars mcd carre-t Date- 7— j Pbane ik � t 47d d use only. Do quit Erma in thf3 area,&r be cozapkta+d by CiiY artalm OfficiaL City or Taws: Permm r iron lisaing A fimrity(circitr one): L Board of zleafffi m Bwlirmg Department 3.city rown.tl=k 4-Electrical hmpecinr S.Plug raspecfmr C.Offier Confact Person: Phone#: 1 1 11 it If ! 1 11 .r_ -n.1.�rR - a� ./.n c:+ �.n1 a.. _I a/an ••�w u u o- ■- ••u■+rR rnnn-+. 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Mn /�■ •a Y tnn rra� ■1 •►!■■■ 1 .• :l.i■ {• .■■ a• Is •il.nal all w a :.... •'■a ■ .7 to tt..■ a n r .1.► •l •[l ►••■ Ja na _■.■ ■•• ■ ■t t■- �.'■ n■�1■ ■1. .nR t' r■a•n- ...■ 1'- ■ltnl a r r- •lr�rr._r ..,� n r s:ww. r ■•.ter■. fair l •:, >t■= . ■ ■ a r�.l i r�...tiem• 1.■ . ��- 20 ■ ►J �• 1 lr. ••r r■r AWC Guide to Wood Construction in High Wind Areas.110 mph.Wind Zone Massachusetts Checklist for;Compliance(7s0 C>.2R 5301.2.1.1)1 • Cr3 Cbeck 1.1 SCOPE _ . Compliance -- Wind Speed(3 sec gust)::: Wind_Exposure Cate o_ �" _ 110 mph — g_.ry_:.. .... .:........... ............................................. ....... ..... . . B 1.2 APPLICA61t1TY Number of Stories ... .........................._........`......._.._..(Fig 2)........................... stories 52 stories Roof Pitch ....._......... (Fig 2) .......::................................. — _. .................. MeanRoof Height _..........................................::...............(Fig 2)_........................ :.�.....:.... ...._ft 5 33' Building Width,W (Fig 3 _ Building Length,L . . ..:.::..... .............I(Fig 3)............................................. . ft 980, Building Aspect Ratio(L(W) -=_....:.....:.................:.(Fig 4)._....................._... <-3.1 _ Nominal Height of Tallest Opening• ......... _:_...(Fig 4)......................:...................... '8' 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).................. . 2.1 FOUNDATION ' Foundation Wails meeting requirements of 780 CMR 5404.1 Concrete....................................... ................::...:..:....................._.......:................................ ' ConcreteMasonry.................................................................................. ..............:.............................. 2.2 ANCHORAGE TO FOUNDATIONr'3 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing general able 4 _ Bolt Spacing from endfjoint of plate ............................(Fig 5)................................. in.5 6'-12" Bolt Embedment-concrete.._...:.................................(Fig 5)..................................... .._.._... in.z 7" Bolt Embedment-masonry.,.................... ....... "....(Fig 5)...................................... PlateWasher...............................................................(Fig 5)...............................................2 3'x 3"x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension..................................(Fig 8)......................... ft 512'or L/2 or W/2 _ Full Height Wall_Studs.at Floor Openings-less than 2'from E)derlor Wall(Fig 6)...................... Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall................(Fig 7)......_............................................. ft 5 d Maximum Cantilevered Floor Joists — t Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft 5 d _ Floor Bracing at Endwalls...................................................(Fig 9)..................... ......: .........:.............:............... Floor Sheathing Type .................... ........(per 780 CMR Chapter 55 _— Floor Sheathing Thickness.........:......._. ........(per 780 CMR Chapter 55)....................... in. - Floor Sheathing Fastening........................:.......................(Table 2).._d nails at—in edge/=in field — 4.1 WALLS Wall Height Loadbearing walls......................... ...(Fig 10 and Table 5)........._..............._ft 5 to,. 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 ......................_................................,(Flgs 7&8)........................................._._ft 5 d 42 EXTERIOR WALLS" Wood Studs Loadbearing walls... able - (T 5)................... 2x_ _ft_in. Non-Loadbearing walls._..... ....:.....................::...........(fable 5)..............................2x -_ft_in. -- Gable End Wall Bracing — Full Height Endwall Studs...........................................(Fig 10)................. ._.........................._.............. ... WSP Attic Floor Length.............................:..................(Fig 11).............._..........,.................... ft>W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..........I................................_ft Z 0.9W 2 x 4 Continuous Lateral Brace @ 6 fL o:c...(Fig 11)............................................ Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)................................. ft Splice Connection(no.of 16d common nails Table 6 i — )..............( )._................._.........._._........._..._......... • i AWC Guide to Wood Construction in High Wind Areas:.110 mph Wind Zone Massachusetts Checklist for Compliance(7so cmi 53oi.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails).._.*....... 7).......................... ................I.......... Non-Loadbearing Wall Connections 'Lateral(no.of endnaffed 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)..................................—ft_in.511' Sill Plate Spans _..._......._....... ............. ..._._.:.....(Table 9)............._................._ft—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) HeaderSpans.............................................................(Table 9)..........._....................._ft_in.s 12' _ SDI Plate Spans............::...................I.........................(Table 9).................................. ft—m:512 _ • r FullHeight Studs(no.of studs)............_.....................(Table 9)..........................:........................_.... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 ......... !... _..._......................I_*..........I............... Sheathing Type.................... ............ ..............(note 4).......................... Edge Nail Spacing.................................. (Table 10 or note 4 if less)........................—in. Field Nail Spacing..........................................(Table 10)............................I.................... in. Shear Connection(no.,of 16d cemmon nails)(Table 10)_..................................................... - _ Percent Full-Height Sheathing...........:...........(Table10).......:.......... ..:............................._% _ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. ... . Maximum Building Dimension,L Nominal Height of Tallest Opening .......... ..I............... <618" _ SheathingType........................................_.(note 4)..........._......................................... Edge Nall Spacing......................_.................(fable 11 or note 4 If less)........................ in. _ Field Nail Spacing...............:..........................(Table 11)................................................. in. ..... Shear Connection(no.of 16d common nails)(Table 11).................. . _ Percent Full-Height Sheathing............ .(Table 11)................. ......................... . % _ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Wall Cladding — Rated for Wind Speed?. .......__... ... ...... .............. ...._........._.._................. 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 L/3 Truss or,Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................:..................(Table 12)...................................._.......U= plf _ Lateral.............................................(Table 12).....................I.......................L= pif Shear........................ ................._..(Table 12)............................................ - ...............S= Of Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T= pif — Gable Rake Oudooker........................................ (Figure 20)............ _ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift_..............................................(Table 14).............. ......:....................._.U= lb. Lateral(no.of 16d common nails)...(Table 14)................................ ...:.:L=1b. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................ 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 530121.1 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. UpfifC Straps per Figure 14 d. All Straps per Figure 17 e. Comer 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 wails shall be a minimum 2.in,nominal thickness.pressure treated#2-grade. ' .4F17C°Guide fv Wood CoHm -ac*m ur 1ot fr Wm- d,(reas_IIO artP1r f:FFudZ017.e. . Massachusetts Cheellst for Comp dance Asa C R sin t1:i)t a; From Tables ID and 11 and iocafion ofwall sh-eOing and S Admg AspectRafio,deferrnine Perc&rjt Fd1-Height Sheafirfng and hw Sparing refs - b. Wood Struckmd Pnlels shall be.rrm*n=thldmess of V16'and be¢zsialled as Mows; _ L Panels shall be Installed WO sfreng1h aus paralial fo studs- ; ---- L.. 9 h sM==r aver and b6 mailed io fiarnmg uL=t7n si le sfo`-�„�tT„r-�o -shall"ham a�afied b baffnm M s and fn member of fne double P- p' —-- -__---- __-mot C+n fu�to-sbry m„ +,r otsru��er panelsshallhe a red foAhi tDp metnberrsMe.uPper double fnp-- --- -pla -and-to-band jorsE at bafinm-of panel Upperaftadrtt of lower pane!-s3YaQ be Heads in band joust---; and lower affachment made to lowest plate at first fioorframin;g. - v_ Horiznrrfal Hal spacing at double fop phtm, band joisfs,and gutters shall-be a double now ref ad - staggered 9t 3 inches;on cerbr per figw-es below:Veru"ri and Horimrrfal NmTing for Panel Affachment 5_ Gaang profefiiarr a)*hew house or horbnrrW addiflon-required if projezf i mr7e or dmmr fa shore south of erh (g eralfy'. Me-Za or north af Rim 6) ' b)vertical add-mon-not reg&Bd Uiless there Ise)dBr a renodon fo fiie fast floor c)rnplammentwiridows-needs anmv mnsxvaDon=n;;frartce only(chap 93) S�Wood Fran a Construction"Manual CWFCh4 for 110 MPH,txpamm-E may be obtained from the Amerimn WDDd Canned (AWb)wabsffe V - ns�sa Ltc�f� 'ATE LI . =I ' La =7ti - tt I{ - is [l ` r l r ii LI 11 Y L t I t— .La II = r - Q t rr Lr Itr r r _ d id I i - Ir _ p L LE L •Sp tI rl�Ar I -e�i � e•� � - _ r _ _ 1 i=t i • — - ftkEs��-C�[s>r �� - Td•44LPlQ'r� z Pu't� `-l � i?�EFJ�b—��sPACSi:bL�l1SL . See male on NExt Page -1rerHrl and H>mrrWNar`Frng DEW for Panel Attach � Vr=rnrz-1 and Jjwhn�Nailing - _ �nF Farrel Affarhm� _ . Town of Barnstable Regulatory'Services o� Richard V.Scali, Director Bailding Division Paul Roma,Building Commissioner MASS 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us- -Office: 508-8624038---_. .__-.._. -_--_-,____.._. Fax: 5U8-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: — -- ---- --- ----- JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING:.ADDRESS: ' cityhown state up 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 strict es 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 Dermit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for.compliance.with the.State Building Code and'other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official 1 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,sha'H 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_,tinIicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Iicensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify.that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. . r Town of Barnstable Regulatory Services ` NAM ` r . Richard V.Scab,Director' 6,�}`� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder J3ub �t�i ,�-- , as Owner of the subject property I / l G 4 ( fy- to act on m behal& herebyauthorize - � 1 1 8/�S 2 .[�[� y in all matters relative to work authorized by this building permit application for. L�� C� 2 w MF.c.Iss�- 'Iy rr, rn 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. - Cd . Signature of Owner Signature of Applicant Print Name Print Name QT0RMS:0VJNMERMISSI0NP00LS i Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR egistration: ,•=,j'$,1578 Type: ' E x p i r a t I o n t A Individual -- —� NICHOLAS 13. MEAOD NICHOLAS MEADE'"�- i=c 467 W.FALMOUTH Ff'....'= _-„'•' i .ter.;-=::>• ;'�a���i..-..�-� W.FALMOUTH,MA 025=''T4 Vgdersecretary. Massachusetts Department of Public Safety Board of Building Regulations and.Standards License: CS-080094 Construction Supervisor NICHOLAS B MEADE PO BOX 377 WEST FALMOUTH MA.02574'? Expiration: Commissioner 02/15/2019 License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA.02116 Not valid without signature Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of a enclosed space.' 4 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. . �I DPS Licensing information visit: WWW.MASS.GOV/DPS . i ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - Map (010 `Parcel O 10 — 1 1318 Permit# �7r< Health Division �` - l30 -n Issued Conservation Division 31 mo.- q'i ft A4, C-ml n�a�,� Tax Collector Treasurer cwk Planning Dept. - Date Definitive Plan Approved b Planning Board oc-robe,�ZW.N g�•\ (I �s � -e( e,c - e J fy —,F Historic-OKH Preservation/Hyannis Project'StreetAddress 24 Melissa Lane Cotuit Ma . z ,Village ' Cotuit Owner Park Ave Development Corp Address P.O. Box ' 367 Centerville, Ma02632 Telephone 508-428-0150 or 508-771-0800 j Permit Request Building of a Cape Style Single Family Home 3 Bedrooms 2 and 1 1/2 i Bathroom with a Attach Garage and a 12 x 14 P.T. Deck Square feet: 1 st floor: existing proposed 1544 s flnd floor: existing proposed 7 2 0 s f Total new 2 2 64 s f ; Estimated Project Cost:-.J.&±r,�.o oZoning District Flood Plain ' ' Groundwater Overlay Construction Type wood Lot Size 43, 561 Grandfathered: ❑Yes. ❑No If yes,attach supporting documentation. Dwelling Type: Single Family - Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes CA No Basement Type: ClFull ❑Crawl ❑Walkout Q Other. Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1544 s f .Number of Baths: Full: existing new 2 Half:existing new 1 Number of Bedrooms: existing new 3 `yTotal Room Count(not including baths): existing new 8 First Floor Room Count 5 Heat Type and Fuel: 3 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes O No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes M No Detached garage:❑existing ❑new 'size Pool:Q existing ❑new size Barn:❑existing ❑new size J Attached garage:❑existing ❑new size22x22 Shed:C]existing ❑new 'size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Mark A. DeDecko Telephone Number 508-771_0800 f 'Address P•O.Box154 'Mashpee, Ma.02649 License# 066737 Home Improvement Contractor# Worker's Compensation# WC 3 — 0122485 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Container on Site Trucked out B ive tar nter rises SIGNATURE DATE' March 30, 1999 • ! FOR OFFICIAL USE.ON PERMIT NO. DATE ISSUEDZ2 • MAP/PARCEL NO: r- ADDRESS !- • VILLAGE r OWNER 1 ` ' t � • ' <~ - DATE OF INSPECTI FOUNDATION - I FRAME INSULATION q/9/9� 110 FIREPLACE ELECTRICAL: ROUGH FINAL f r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL J 'l� - FINAL BUILDING , - i • r f • i , • a DATE CLOSED OUT ASSOCIATION PLAN NO. ' i TOWN OF BARNSTABLE - CERTIFICATE OF OCCUPANCY PARCEL ID 010 010 001 GEOBASE ID 37131 ADDRESS 24 MELISSA LANE PHONE COTUIT ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 44903 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: CO •ND $ 00 � ?NE CONSTRUCTION COSTS _ �T Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P.1110 XA. * BARNSTABLE, • MASS. 039. A� FD MI�►I � BUILD IV HIV BY SIO DATE ISSUED 03/21/2000 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR " . QUALITY ORIGINAL (S) I m A DATA TOWN, OVA BARNSTA.BLE BUILDING PERMIT .. . PA 2CEL .19 919 0.0 ()f}1 ' GECIBA.SSE J 371'3 1 ±. f ` '' u+�+����1.. �'x Y1 Y � F. t f � 4 t ��25 W)'ty B�.Y`^»'�"!{ -k._ e' .4✓i A. ` �Y .e.. •}! 9i .`.l} rY'' rr 'It •a i t�x.Y kr C I16` : 4sa .kty{qyj ' ((�L�°{yq��yg4:: � rsdl carry+ (ar1BA n' 4! k y r V A4+11,';4,li+Ifl.`t T 4 D Y ZjP DT i DESCRIPTION--:,STNGLE.:., Q�"d+' 'S 'P' 'IG" NO_99.-.9.30. FIB, , sr, '1+R1�1 T PE BUILD TITLE NEW RESIDENTIAL BL G PM CONTRACTORS.; MARK: A DED GKG` Department of Health, Safety ARCHITECTS; and Environmental Services TOTALI- .FERS $386.01 BONS? $.0000NSTRUCTION, COSTS $124o5,20.OA :x1.01, SINGLE* EAW�(�� I3E°��C:B�DYY 1. v PEIVATE� Part*1, * BARN3TABLF, MAS& ` a 1639. 1� �Ep A I CI BUILDI. DIV ON `! I .. I3 T ;.:,1SSURD 04,1 12f 1599r4 EXPIR4 ill r.: } inn �r i.-a'w a-:�i. ...-,.,•r+-:.is'.•ai.,m v'-,'-� 3 r..#.a�...,.,,�.i a' •tea� ��.°l•. .,..+.Ps` w.....e. �.,.i.__. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANYSTREET,ALLEY OR SIDEWALK CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BL APPROVED ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF;PUBLIC SEWERS MAY BE OBTAIN PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLIC TOWN N OF BA R N STA B L E MINIMUM OF FOUR CALL INSPECTIONS REQUIRED e--GAS 721�WIRING FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST B 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED L U M B I N G 'B''B U I L D _ 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE �i s (READY TO LATH). PANCY IS REQUIRED,SUCH �v^ 3Aj Gail / 3-INSULATION. { OCCUPIED UNTIL FINAL INS - 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1+ 1 2 2 ?,c 40 F) 3 1 HEATING INS E ION APPROVALS ENGINEERING DEPARTMENT //►� ///�, Z c ; r f!i-d Z BO D OF IiE TH . { /// ;lJ / -.r . tei. � tr �. a .•fir 1 4v;'�. �.ZZ� y .� 71. ` OTHER: 117 TWIT SITE PLAN REVIEW APPROVAL k WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX-- CARD CAN"DE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION.- BUILDING P ERMI T TOWN OF° BARNS AB-1 N • } BUILDING PERMIT l PARCEL ID. 010 010 001 GEOBASE ID 37131A" ADDRESS 24 MELISSA LANE PHONE COTUIT ZIP - LOT 1 BLACK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 37714 DESCRIPTION SINGLE FAMILY HOME SEPTIC NO.99-130 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS': MARK A DEDECKO Department of Health, Safety i ARCHITECTS: and Environmental Services TOTAL FEES: $386.01 BOND $.00 � CONSTRUCTION COSTS $124,520.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P1,11*.8' f5,1,wBLE, ; 039. ED Mr►l BUILD BY��'���`�DIV ON � t DATE ISSUED 04/12/1.999 EXPIRATION DATE Town of Barnstable Regulatory Services r r r r �B" ' Thomas F.Geiler,Director g',,lEn N nr ate` Building Division Elbert Ulshoeffer,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 SHED REGISTRATION 120 square feet or less Location of shed(address) Village r2L 4 L RAJ �vt A/S S d A J 2,c1-24 Property owner's name Telephone number Size of Shed Map/Parcel# Si ture Date Hyannis Main Street Waterfront Historic District? o Old King's Highway Historic District Commission jurisdiction? ti d Conservation Commission(signature required) 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 ,r u ., s {n ♦^�� tr - ate,.. z a ,d r '- , -. 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"uti-4 c� t. , ,k - .,-,, '-ti.T r i a,t f' - Rj :'j, M- 4 `+' ,-.F 4 4 F 'L ,y� } 'Vs%•'"3.',ta,Stx i -yr .-n.�1" 4r3.5 3b x ,. fy 'S , ....T.Z..� r L-r! , i , ..ya. , .� ..F ^^'{. -'''.. }4 "t' "'t �.._ ./ F �. °'T�v.§v. '•.::, S* n -:ti " �'% fi w - ,r r` Y t. "*r ``Pa "r- "'d�'' C'F«, s<^} ..y am g' 't, ,, • !.'�f, z,c._6 ''}a°`n"f' 'I YI t s r• :7s s- }..:5 •zz ,2 r ij a' .�-'ti a:St xr' r ' � •.3' '`• ar; e .t° "t•: , f .r c §4y r' `t +,Y 3i:ass' �F,ef �`-- &Wi Im �: .r;at.� �l'4: r 'rr izp 7a -, r t a r "yT�'v >.'_ i/ .,F'. Rom. a .�.a t h T,g' {... X Y}. st x -.ysS c •Y:R.-a r'ra,C rpe -_.5Y .f..-'. fi,w U y ;� r ' fin jr� }fit d ° q f } $ tl f i.s. sx 4 %� A '`? �r*./' ��aa- a :.,� ^x,I. x Yes a" ji s { [� r I i?T.. (.�f rr ;`a �� �r —' M =` ,--.•6; v^` k ' ,� : t `k 3.' �� g.rev :' ,. `' uF .ak. +c !. "CH.c.:t,t.� _ "`` _-j p-1� - ,cz�i` S :'r" A''` t r a c'Sr?L ,? y>,. r+'>' y # ' psys r �• '* Y a tr. r id !4 r;i s M a�R- ,, y'.F• `� vv � t - Kt7 s.3 't' ! ; {' ya S� U ; `E R F wa t q 2 r'- � w t# �� y ;Y y �.^. E - r d ter t•3.'.p } 't _„gay ^rr � �' SY "st '+ 't --y,,, + '4- -.> - t. - watt �,,-t �,..3 c $ tea .. ''+' K a £.� t I .-`9,` . �.a`' �'"a ". ,{ �. fus+J`t4..,. .ate y.. v j'-,I,. -. ..q s� :a, r A.re•' ^ -r+._ .5�-. . ,f . t .. T (Tj - 1 3 O �`^''�, r4_x_ -(�- � 11 o� fThe Town of 'impirnstaMe BARM . MASS.ASS. Department of Health Safety and EnvironmentalEnvironmentalServices $. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection 1. (1 t Location 2� 1A , Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. �The follow in�g-1items need correcting: U\-`' q-X V1 C!;DE - 1 L:;Io U rs `"(z 1 C-a 1� " h � 't-�. IDS>�1- ►cC c �-'' ` r� e �"C t ,r'� ` � Please call: 5087862-4038 for re-inspection. 1>< oV?S Inspected by f 11 -TD CIS Date �r. � 3 ��7 r r , f F: DEPARTNENT OF PUBLIC SAFETY ` CONSTRUCTION SUPERVISOR LICENSE Number: Expires: Restricted To: 11 MARK A DEDECKO 6 GREENSWARD CR �• '"" 'x�� SANDWICH, MA 12563 MAScheck COMPLIANCE REPORT '3 7 7 C Y Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked y Date CITY: Hyannis STATE: Massachusetts ' HDD: 5973 r CONSTRUCTION TYPE : 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-7-1999 DATE OF PLANS : TITLE: COMPLIANCE: PASSES Required UA = 360 Your Home = 360 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 720 38 . 0 0 . 0 22 WALLS : Wood Frame, 16" O.C. 1784 13 . 0 3 . 0 127 GLAZING: Windows or Doors 255 0 .490 125 DOORS 30 0 . 350 10 DOORS 30 0 . 580 17 FLOORS : Over Unconditioned Space 1544 25 . 0 59 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit applicaticDeW1� �t16dWfiety has been designed to meet the requirements of the M ssac use is ner �C and Environmental Services The heating load for this building, and the cooling. load if appropriate has been determined using the applicable Standard Design Conditions found in the Code . The HVAC equipment selected to heat or cool lding shall be no greater than 125% of the design load as sp VIE sections 780CMR 1310 and J4 .4 . 0 Builder/Designer BARNSTABLE, MASS. i639. �otFD �� Al BY: r I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit p MAScheck Software Version 2.01 I I I I Checked by/Date + I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family. Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-30-1999 COMPLIANCE: PASSES Required UA = 457 Your Home = 452 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA -------------------------------------------------------------------- CEILINGS 7213 38.0 ;8.0 10 WALLS: Wood Frame, 16" O.C. 1784 13.0 13.0 86 BSMT: Conc. 8.0' ht/7.0' bq.12.0' insul 1542 10.0 10.0 162 GLAZING: Windows or Doors 255 0.360 92 DOORS 30 0.370 11 DOORS 30 0.580 17 FLOORS: over Unconditioned Space 1544 19.0 19.0 73 ---------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans. specifications. and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined .using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building_ shall be no greater than 125% of the sign load as specified in Sections 780CMR 1310 and Builder/Designer Date O 9 1 4 ' system must provide a means for balancing air and; water=`;systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system `'"-A manual or automatic means to partially restrict or slut "6ff.- the" heating and/or cooling input to each zone or floor "s`hall:.:be.lprovided. HVAC EQUIPMENT SIZING: ` . [ ] Rated output capacity of the heating/coolings.ystem 'is ' not greater than 1250 of the design load as - specified' .': . in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimining � . pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems-. -..- NOTES TO FIELD (Building Department Use Only) -, :.--..:.--_-=--- _-------- Department of Health., Safety and Environmental.Services 1HE �pF tp� NOW BARNSTABLE, * j MASS..- �,o i639. BUILDING-DIVISION BY: ' 4 MAScheck INSPECTION CHECKLISTMassachusetts Energy Energy Code MAScheck Software Version 2 . 0 b DATE: 9-7-1999 ;:w Y Bldg. Dept . ! 9: Use CEILINGS : ` [ ] 1 . R-38 Comments/Location :. WALLS : [ ] 1 . Wood Frame, 16" O.C. , R-13 + R-3 Comments/Location =` WINDOWS AND GLASS DOORS : [ ] 1 . U-value : 0 .49 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] `Yes' [ ] No Comments/Location DOORS : [ ] 1 . U-value : 0 . 35 Comments/Location ,- [ ] 2 . U-value : 0 . 58 Comments/Location FLOORS : [ ] 1 . Over Unconditioned Space, R-25 Comments/Location AIR LEAKAGE : Dp�artment tq Itea�t�ln§afety [ ] Joints penetrations, and all other such o nrn s in .t e ui �- envelope that are sources of air leakage tl �glentc ces lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight ' assembly with. a 0 . 5" clearance from combustible materials and 3" clear m insulation. VAPOR RETARDER: OF 1HE r0�, [ ] Required on the warm-in-winter side of all n fra ceilings, walls, and floors . MATERIALS IDENTIFICATION: �E [ ] Materials and equipment must be identifie 4 *c be determined. Manufacturer manuals for a sta eat' and cooling equipment and service water he eq t e provided. Insulation R-values and glazing arly marked on the building plans or specificatio DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated Ducts outside the building must be insula, �1T$,p R1_ &DIVISIO N DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and i4b'rou5 backing tape . Pressure-sensitive tape may be used for fibrous f du;c,ts The HVAC J t • -r o . ily' II u II u ,�i'k. 1 I _ o Q) . N . In - - 41 lon ..13.;.Z... 19�•Z..:. _l O'...4._10:-,,..: .. Q - - 1 - . r t .. .�-oar..a.r�l•{eu�i:G:-�r=s-��oc_aG�_—._ - - - .G�:yp. rt�o ...«w•we.. mu"H�Mea - � 11w of II LNE' SSA+- 71 alS i J - I - - - (- — _ .. .- e IT B r , II I f I PP _- ' I _ , 0 4._to... :10' 2•" �'.ti'�fc;2n: :q-'-to .. 3 G' 4'•0• Jfa1ST52.__... .... .....---.....,.. ... .. . . ...._...._..--._._.._. dam: . ..__._.___ !� _::1E::GfJbL7]'_.:_F.L'a?•OS;:,_".CEI'.C.7CN.G:-JarsrS 3 G'- 2 4-o" -- - u ILL N p �et i • t 1 I I i _; I GO'-� .. Cc:GLt.1:nuG 10 J01 S.Th p 1V O.C. 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'4.•MOD____.._. _.--Z•.o LI.FRt3 --Vs"RT..oOD � R sm neawooR 'V ID♦. aR_.4iV1 V"f+L.1A WElTQDC� MisrIM5A"T-Al9bL:!-.o1 508-428.6191 - eviin --R• �r.•a GavYSer' _ @Ys}OT :L,:LTMaDKD1eMT1'd i1� esigns 4G-.. aK•1VVOD_•-- .ac-cis[n.. t!tIDfC $'M� 7 -'V:[:iY.I[ji tD1[1atfM[Y. ;Vna__ _ 1T ... q oca The Commonwealth ofMassachu.-e + -=' Department of Industrial Accidents L_ Offiee ol/flyestfgaUnns 600 Washington Street Boston, Mass. 02111 Workers' Comyensation Insurance Affidavit �n�icznrTrri'arum>ism:.,./%�//�//�/�%//„O///!!%ram name: Park Ave Development g> p location: 148 Park Avp city Centerville ,Ma . 02632 phone# 50$-428=0I50 ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity ❑X I am an employer providing workers compensation for my employees working on this job. comnnnv nnme: Park Ave Development Corn address: 148 Park Ave citv.. Centerville, ,Ma. 02632 phone#: 508-428-015.0 insuranccco. Legion Co. nolicy WC3 - 0122485 oi�i/,ii��o�/�i//iii��/�aiio�a�ii/r�����/////i�///�i////i%��ia�/�i���i�i���/ioia�i���ii�aiii//���/�//�i�i//////�/////�////i/•/�//////%�/////////%/i/i//�.u%l�///�////////////////////////////////�////,%///////////////////////,�/ii//rii;,,,: ❑ I am a sole proprietor,general contractor, or homeowner(circle one) and have hired the contractors listed below who ha�.e the following workers' compensation polices: comonrn•name: address. . city: phone#: ....:;..:.:.. .:. .: Insurance co. PolicV comnanv name: _ ::;.: . . ..... .... . address: city- --- phone#: iruarnncc co. oiiN Al _... :::.... ........ Failure to securr coverage is required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a tine up to S 1.500.00 and/or one years'Imprisonment as.well as civil penalties in the form of it STOP WORK ORDER and a Line of St 00.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage vetifIcation. f do hereby cenij}'under t it p allies rjury that the information provided above is tru!turd correct Si�taturc Date March . 30 , 1999 Print name Anthony W. DeDecko ?hone# 508-428-0150 ofilcisl sue only do not write in this area to be completed by city or town official cite or town: permit/llcerue ft ❑Building Department ❑Licensing Board ❑ check if immediate rrsponse is required ❑Selectmen's OLHce ❑Health Department contact person: phone t!• ❑Other .. ...:::::.::::........:::::................, i i �.�.��,� ��,�� � R::� ,rr � =1. �� .d•� �' A�" ���s-.., �c:tau�`�'��}�i�'i'��-�;r"k4t�+•t: - Aw- A SCALE.• 1 50 ' FI ') NOTES; 3 0 TOP FND J. ELEVATIONS BASED ON ASSM 'D 4 2. TOWN WA TER 3. FLOOD ZONE "C" BSA'T FL NOTE: DO: N nroTE• PRra9 M MSTALLATfM A LE SOIL EVALUATION IS REWIRM - M VERIFY 7W SOIL C&VQIT 06 AT YW LEALWINS AREA.IIGTALL69 TO'CGMITACT FEEIRI A&W. I 4"DIA.PIPE �- NATURAL SOIL =� Y 314"-1 1/2" NI A e t•s 1• WASHED STONE —= DAVID lqO - �_ - - - __ _ _ EX,CA VA TED .S M5-A t 0 Ta .E N g7 Bela 2J s71 S. F. SIG RONALD SO LOMW LOT 1 et.al. 346 S. F+ Q07 T° 4a 56. S. F. S.F. TO7 � � W °I V ., NOTE• \4' 8rCWF ALL AAW" gg�� LOT 2 o �' x :o•- o• x q�jN _ N m. EXCAYA 1 - vrsr. TO' I6EML GAUAV am severe rANr � HA TERM EXCA VA 1 AvF HECHAN] 94RY`SOUSSA LEGEND •, To Y io -- EXIST.BROUND E j`� dZq� 3�q �U•�'' FINISH-SROUND PIPE INVERT�ELi LOT 7 TEST PIT LOCH T O O SEPTIC TANK sue►,—Mw p DISTRIBUTION Bi •.era.ew - 4'C.I.OR SCH A 4 ,BI T.FIBER Psi _ .., PROPERTY..LmES SETBACK DlSTAN 10 10-1 1 i L41 ,. ARC!ITEGTURAL ASPHALT 5HiNGLES T.M.G. VEL•JX SKYLIGHT (j MODEL T.5.D. r l E § Ex15T':Y a— - # 1 —� f HGUSE — c l`✓ [ t I— � a >MR NE.W=u5TOM 5GR=EN I' PAti�i 5 x t I X6 P.T.PGST W/ ARAF � � - =t $� -fC3i8�•�ba %Yt �YQT 66 $E'S Y3• _ ? IM MA1406.DEECKING 5 eat is ig `�3 ............. ld LU LU ! x J O aon ro� � I GHT ELE VAT ION 5 G A L E 1 / 4 = 1 ' — O " - - A-1 I ---------- � EX15TiNG i ' NINDO'N IX5/IX8 RAKES — ADJJ57 NEN ROOF ' T.N.E. PITGH. 70 NOT 11.'TER- + FERE NITH EXISTING NINDONt AT 5ECOND FLOOR '-------a' \ 12 NP-A U5TOM SCREEN PANELS bXb P-T.P05T IAV IX NRAP IX4 MAHOG. OEGKINS OFAM y ��} !11 4 w. e3 _ wa 7: wn . • N`wTLD REAR ELEVAT1 ON 5 G A L E 1 / 4 " 1 ' - O " A-2 c .w ARCHITECTURAL ASPHALT SH:NGLL-S ------- I/2"GDX PLYWOOD 205 ib..OG. B111LD KNEE WALL ON EXISTIN5 ROOF ABOVE EXISTING 2XS'5® V O.G. EXTERIOR WALL TO 5UPPORT END OF HURRICANE CLIPS RAFTER5, A5 REOUIRED IX&EEC BEAD BD.� 6X6 P.T.P05T YV IX WRAP o a vall$Y IX4 MAHOG. DECKING ygg a;t ° '- 2XIO'5 e 16°O.G. � 3� Z < i ANCHOR DECK FRAME FEM1e! Z Q F- r TO SONATUBES PER ' CEEB Q t GODS i STpivolU AL U mo, 3as6z, i 10.GONG.SONATUBE ON "BIGFOOV GONG. FOOTING SYSTEM. (TYPICAL) ��+++� }+-- AS MpTA A-3 m: '. 2XI05 @ 16"O.G. _ 10 " GONG.SONATZE ON sri r 24"D!A.'BIGFOOT°GONG. O.--- --- --- -- ------ ----- m FOOTING 5Y5TEM.BOTTOM ry I OF FOOTING TO BE 4'-0" f - MINIMS BELOW GRADE, TOP OF 5ONAT03E TO BE Y_•_ { gY�±g 5e g AT GRADE.(TYPICAL) EMC J. h�ae g�F� a f o F 2X10'5 @ 16"O.G. ?'� 6� $3 "g Y EBEc€',t3_ifllaa a „eys _I fiTnve.T[it,k1: A:ca. 35972 ..as;' 3 8 ; b�s5s 4 � v � Z 1- O lu (Y z z oT OL ~� Q z Lu 4L Q S� Wn o !i'-9 1/4" FOUND ATION PLAN A-4 5 G A i E i / 4 = 1 ' - 0 " { I 2-bX6-8 OR EXI5TIN5 5LIPER i 56REEN I PORCH , ; o m LIVING a i ' CU5TOM SCREEN (EX15TING) q PANELS(TYPICAL) �3 FEffIllf g_g s8�n a a cli P.T. &X6 POST n-RAPPED W/IX 111 Q (Nt-1ERE INDICATED) �Ir o z F [E( cEUDEP a Q UO !rcf r cui4 MAHOG.DECKING ON P.T.FRAME 1 n LL a y' jcb m.� inn F I r25T F L 0 0 R PLAN A —5 K, E WALL 0=11, ATH PICK UP 2XIO RAFTER 5PAN!TO BE LOCATED ABOVE TtiE 2XIOS @ 16"O.G. EXI5TIN&EXTERIOR WALL. OPE�114G FOR _ SKYLIGHT _ '1 J i � I X I 0 2XI0'S @ 16"O.G. 5ill ��8gsg��Y 1� CEDERHOLTY4 w 2X10`a @ 16°O.G. ( Ti+ icAL -t� W s_ 852 't o id 11 A i ROOF FRAMING FLAN S G A L E 1 J 4 = 1 - O ' t (Q�` -6 I ' AREA PL Al'N_ SCALE: 1 50 ' -S YS TE V PROFIL E - FJA.Z SH GRADE NO;- TLC SCALE FINISH GRADE FINISH GRADE L — �• `7 3 p �'.••►: AVER TA Ni, OVER TRENCHES NO TES' — TOP FNO ;:,I a /,. .��/ �/�'/ i c y /t° ►'/ �. , /: HNw Ni /a `��/a /V/�. e4/� / / w 1 . EL EVA TIONS BASED ON ASSM 'D SCH 40 PVC OR 2. TOWN WATER �' ` ' 9.r 3. FL OOD ZONE C �` CAs r zRow I EES ,. M '�• - �y be "' �> >' - yea e4- BSM'T FL R GS.Z `i 1500 GAL. EQUALIZERS �6-�0 �: REINFORCED �+ y _ 4 a r DI T.BOIL CONCRETE ,+ GAS ,.,.,•;:.:.: BAFFLE s' •:•:: •�.• •:. •. �.,.,c•'y. TO BE INSTALLED ON A • •. _ -'-z:.-_•.•--:"..•. .- LEVEL STABLE BASE SEPTIC TANK TRENCH LENGTH TO BE INS TAL L ED ON A ON LEVEL STABLE BASE 5•MIN.HEIGHT NO TE: DO NO T RUN HEA V Y EOUIPMEN T O VER S YS TEM_ ABOVE OBSERVED GROUND NA TER PRIOR TO INSTALLATION A L EA CHING INFIL TRA TOR SEC TI`)N SOIL EVALUATION IS REOUIREO NOT TO SCALE SOIL AND PERCOLA TION DATA TO VERIFY THE SOIL CONDITIONS AT THE LEACHING AREA.INSTALLER i,... FOR FINISH GRADE TO CONTACT FEAaRREIRA ASSOC. PERC'D AT so, APpLj. Ay. P-B4w 5 _E S YS TEM PROFILE .t• "rrc .! ,� :su/F'�.< rice° 'i�'rV rGC �' iR'"r0 t•r r ,c>'"r, ,1P MIN.2" - 1/9"-1/2 � F WASHED STONE PERC. RA TE (12"MIN.) TAKEN BY RICHAfm FE. WDU ;.;: :,, ; :_;: •.;;-1„-• :;. WI TNESSED B Y Fn R�Eaar q F '•: DA TE MAR.2.4 1995 4"DIA.PIPE -� TEST PIT ELEV. 74_12 e . - NA TURAL SOIL o•e�s ,; O •' o Q EFFECTIVE f� e DEPTH TQPSOIL-SUBSOIL N/F lot s WA SHED S TONE .,. .o:::..•.% »••- .'G:'�' ••: r ' ADS��AUM EXCA VA TEO SIDEWAL L � ' •EFFECTIVE WIDTH � MEDIUM $A/yD 0AV1A _ 4.---. I B 6�RA VEL 4•-0• -0 E .E MEDIUM FINE } 6716 4146 NUMBER OF INFIsri TRA TORS 4 SAAV l 2 144•'--__ -_ MO fi# OUAVWATER DESIGN DA TA N/F 171 S. F. SIDEWAL L AREA GAL S/SF 126 47AL S. NO.OF BEDROOMS _3 C/�.S RONALD DE/�B LOT 1 Ch 346 S. F. BOTTOM AREA . 7�4!' GALS/SF 256 GALS. DISPOSAL -W- EST. TOTAL DAILY EFFL DENT—Jja_ GALS 43, 561 S. F. 517 S. F. TOTAL AREA GALS/SF 382 i,ALS. SEPTIC TANKS cAL. w- GENERAL NOTES 1AFI xTAiATR(wrnr R q'7 NOTE: 1 . ALL S YS TEM COMPONENTS SHALL BE INSTALLED IN -C STQYE-ALL AAOLM LOT 2 o `sz' x_f0•—f0•x_R A _-.___-� __.___—� _ t ACCORDANCE WITH TITLE 5 OF THE STATE SANITARY CODE EXCA VA TE TO EL EV V. Z c -OR L O1rER AS REQUIRED ossr. "• — - TO REMO�rE ALL LOAM AND CLAY CONT4INING DA TED MARCH 1995 AND ANY L OCAL RUL ES APPL ICABL E Z sgPrrc rAnrr\ BALLQV — fATERjA!.L BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED � EXCA VA TfV MA TERIAL WI TH CLEAN, CLA Y FREE GRA VEL BY THE BOARD OF HEAL TH AND FERREIRA ASSOC. NIF ry •�' __ GARY SOUSA MECHAMII.:ALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFILLING 38 '* at.al. NOTIFY BOARD OF HEAL TH FOR INSPECTION 6-* 4. FND. EL EV V. MUS T BE CHECKED WHEN COMPL ETED LEGEND 5. THESE EL EV. MUS T NO T BE CHANGED WI THOU THE BOARD OF HEAL TH APPRO VA _ 6. BOARD OF HEALTH, INSPECTION REQ 'D WHEN EXCA VA TED EXIST,GROUND ELFV• _ INO TI THIS IS A REVISION OF PLAN DA TEO 3/25/95J FINISH GROUND 6 EV. \ s4 '�`�'49�. . ti� SEWA GE DISPOSAL S YS TEM PL AN PIPE INVERT ELEV. ® PREPARED FOR '..` LOT 7 TEST PIT LOCATION �.` o o SEPTIC TANK f PA RK A VE. DE VEL OPMEN T CORP. DISTRIBUTION Bo?, f LOT 1 MEL I SSA LANE 4•C.L OR SCH 40 PVC , BA RNS TA BL E (CO TUI T) MA SS. " 4"BIT.FIBER PIFE—TIGHT JOINTS I;t ; PROPERT I LINES � ' � �H>- .•-�� of#IGNEn: SAP OATS : MAR. 4, 1999 • ^ FERREIRA ASSOCIA TES 10 10—j! 1 . .�_. SETBACK DISTAN."- DR,IWN: hp SCALE••AS SHOWN 131 SPRING BARS ROAD FALMOUTH — MASS. MAP SEC PCL LOT HSE °' CH"CKED : GS DRAWING NO 0304"