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0175 COBBLESTONE ROAD
/� - __ - - � -: %.:; �_ o r. 11 - # ti" U" J ° 4 11�'. � 4 v t. a 'f n !['"' !-� '�' t 'e ) - r a , M 'S' e4 3. ft Y}-- �' �,. 3 +r w' .. ..., " a. _r o:' - s ;,f ' I ! j 4' :flt jr. L. ,, ,.. x:: ,. ;. a ,, a..-...:_ , ... .. .. , OWN, •.-: p " C r, ..,..a ,,.r „ .,,.:. .. J ... i., �,,.,,_. "t, 8Y 11, ',.. ., r , ._ a,,_ .4, .., { .. � ..r.. t V Jr. 1 .a,. ��, aF" a, 0 i .:..,, , ..: r .. .... r..:., -,., .. ,.::r. a ,..... ,,.. r.. ,a. 1. r .... , f i I .. ......r .� �.: .. „r ,, - ,..Y:, .. .t, , . , ±,; , .:v:. .. .. ;8,. e , ...., ....:,. ,: i\ j"ho wasTn TKYWK Q�Q f 4 i tt ,Y ,,. ., y MA ,r ,,:,. +,., t r 1 ,_ 11 ♦.-. } ,.,, , C„ -w,. ,:w, ry.,.. .;z 4S to Y a1 F..,.. ,..y..,._, r._e, ,-. ,; r„: t: 3 :ate l .. ,.... ,. 1 r :-.c 1 .;.r,: e r ,.,.. .:. r. v -i 4 !V ! M"e ,t' a .,.. ...a. ,r...,.: .,, - - , ,„x, a # a . ., » >,. .. .... , ,i ...,,.,.,, t '. M f.. ..:. .,... r b ,.''. x.. t , ..�. f , .t .1.., , 11.,, .„,.- < 1, Y "Al ,.3... ,? ,.__ RIS.r , .. c 1 , , .. ,. , ... , ..,. r ./. 2r' $ , 0 �,. ", .,.y ,.. e.,. y,. 5,-. " oil i. , ... ., motion a. vv,. t v y r r� ,..... ,.... .. - �. .:. -,�..: .,rc. >.. .:1., ,..is s,... ..l� ,r,.rv.,.. f,., jtMjAW - .�} ek r�:.s s •; � la y� , ...-- .. -:,.... ,t,WRA,. , a r - - _ .r .............. .... ,s ,. r rs.,: 'G .Yr Y 1r, .f ,...: „ rY 1T t , ,.r::. i .:r. , fir' :":n - .1,"'` {r` ':r, 4� ARM 1 B^ S M'. RF`•" S'. 7 t ri A' Y �" :.E i. 4 l t A.V f i F tl r. , 11 .,, s, - ..,: .,,_ ,_, r, , �, wool .., ."„ , ', a ,,..,,_.. ,* :.., ...-.-" -, , -1 .F.i` , .t ,a,. ,n' Ja 'F' Y,ra;.' ..:, ...,. .; ON 1 a. { ,� :F y K } t i N u Y„- { a' 'G. I . _�"�;,:, I I , . - AM 1., — . " , 1-1 I Q_Qj�)� 1� , . .-- , , F"... Y • � P Y - _ 'ti 'u t -, 11 : - "_ . , x 3a I.,1�;�:,,,,,, ,,,�,,,'.,, ,,� , _� '�,N . 1��,- �'. ���` '�,� �, 1� `j4 �' f 9R Yv , S 5'!I '. I , , .4": �� " :�. � ,� . ,! � _ .:' t' ",�, '� �. '' ' ' , � , , '. , ":, ' ' ,�,,,, ' ' ��:, : Y T Y' U E WARTa 4 ?. �,. r a ��, ,, ,r ,;. if -5k '� �� o % n, t �fr , ,y.::i, ,F ,� 4" ,� , ,,._�E�,�,, ",�,_ ,+ a r. :,., a ,A r :` .� , a : rr » k. , s• s "} TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r r -,Map Parcel Application # 0 Ism 4�q Health Division Date Issued �I'�Y`�� /W It, -® a- Conservation Division A C'5A. Application Fee Planning Dept. Permit Fee Date Definitive Plan'Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address J2 le �� 4 s Village' Owner A�C�cc_l Address teryek- 006 Telephone V60 - Permit Request /7 Ar 2 5c Z? i�32 0o.��"i�I c9eC, /ter ems,,`'/c y U Square feet: 1 st floor: existing proposed 2 y 2nd floor: existing proposed Total new 3Z r-/ Zoning District Flood Plain 1y6 Groundwater Overlay ~ Project Valuation A30 Uv d Construction Type Grpq r[ Lot Size �3S5(-/ - A'9Z Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 42 P r Historic House: ❑Yes ❑ No On Old King's Highwar. fLYes ❑ No Basement Type: ❑ Full ❑ Crawl k7kout Other Basement Finished Area .ft. CS(sM Basement Unfinished Area (sq.ft) Number of Baths: Full: existing °2 new Cs Half: existing new G Number of Bedrooms: existing new 12��'new Total Room Count (not including baths): existing First Floor Room Count Heat Type and Fuel:?Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ��(��( KNo Fireplaces: Existing ACNew Existing wood/coal stove: Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garageKexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes .I�lo If yes, site plan review # / Current Use r r Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) P l Name L1 J Telephone Numbers Z�� Address s-d License # _CS Z 2— Home Improvement Contractor# Email Al inc" Worker's Compensation # 2- 6i eL f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I ti FOR OFFICIAL USE ONLY y APPLICATION# 4 a f DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE i d OWNER I' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. PROJECT i ADIDRESS: . I , ✓[� h�._ ( .. 1. PERMIT DATE:: 1. /1 LARGE ROLLED PLANS ARE IN: SOX ' SCOT. ,.•� :.� . � : . � � . : '. . '. .. . - - ,. �. .- .. W—P Data entered M* MAPS program on. BY: _ v oa / fides/fom�s/arcliive q wP. Town of Barnstable F o� Regulatory Services 9 VAS& Richard V.Scan,Director 16.50. 0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyan is,MA 02601 www.townbarnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, L X-' ,as Owner of the subject property hereby authorize ( U� to act on my behalf, in all matters relative to work authorized bythis building permit application for. Cc--T-. C C --47-� (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be fled or utfl zed.before fence is installed and all final " inspections are performed and accepted. Signature of Owner Sigmture of Applicant Print Name Print Name Daze . QFoxMS:owr1ERPERMISSrorrnoors Town of Barnstable Regulatory Services rofy� Richard V.Scali,Director o Building Division fi sa$r •R*g Tom Perry,Building Commissioner p� ¢ 200 Main meet; Hyannis,MA 02601 www town.barnstable.maus Office: 508-862-4038 Fax 508-790-6230 HMMOW ER LICE/M EXEN=ON Plcase Print DATE: f JOB LACA O L- , number strut village —HOMEOWNER: nsmc \ homc phone;# work phonc# CL7RRENf MAIIANGADDRESS: ? — 3ity/tnwn staff up code The current exemption for"homeowners"was extended to include owng-ocg1piadl dwellin of six units or less and to allow homeowners to engage an individual for,hirewho does not possess a license,provided that e owner acts ass ervisor_ a DEF7HrI'LON OR HOMEOFYNRR Person(s)who owns a parcel of land on which he/she resides or intends to reside,on w ' h there is,or is intended to be,a one or two- family dwelling, attached or detached struciues accessory to such use and/or farm uses. A person who constructs more than one home in a two-year period shall not be consiA�ed a homeowner. Such"homeowner' shalt submit to the Building Official oa a form acceptable to the Budding Official,that he/she shall be onsible for all such wo erformed under the bail ermit (Section 109.1.1) e - ed"homeowner"assumes re onsibi3i for co fiance with State Build n Code and other applicable codes, The and rsrgn sp ty mp g bylaws,rules and regulations_ - The undersigned"homeowner"certifies that he/she understands the To ofBams(able Building Department miniTninn inspection procedures and requirements aadthat.hdshe will comp/ with said pro es and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic - t or larger will be required to comply with the State Building Code Section 127.0 Construction ControL o HOMEOWNER'S EXEMPTION The Code states that: 'Any homeowner perfo .' - g wo� for which a building permit is required shall be exempt from the provisions of ffiis secfion(SeCtLOIL 0911=Licensing o nstracfion uS pervrsors);provides that if-the homeowner engages a person(s)for hire to do such work,that such Homeowner hall act as supervisor." Many homeowners who use this exemption a unaware that they are assuming the responsibilities of a.supervisor (see Appendix Q,Rules&Regulations for Licensi g Construction Sup e ors,Section 2.15) This lack of awareness often results in serious problems,particularly when the/homeowner hires unli �nsed 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 fi4 aware of his/her resporudib iti many'communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by.several towns. You may care t amend and^adopt such a form/certification for use in your community. Q:1WPFL F—STORMSIbuUdhg permit form MMRESS.doc Revised 061313 { GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE STEWART RESIDENCE ADDITION 175 COBBLESTONE RD., BARNSTABLE,MA. pp. 1,2 OF 4 t CHECKLIE OK? 1.1 SCOPE WindSpeed(3-sec.gust)........................................................... ..................................................110 mph WindExposure Category.........................................................................................................................B 1.2 APPLICABILITY Number of Stories ..................................................................... (Fig 2).....................1 stories s 2 stories Roof Pitch ..................................................................................(Fig 2) .................. </=12:12 -<12:12 Mean Roof Height .....................................................................(Fig 2)...............................</=33 ft S 33' Building Width,W......::..............................................................(Fig 3).......................... 10.5 ft 5 80' Building Length,L .....................................................................(Fig 3)......_..... ...................—27 ft 5 80' Building Aspect Ratio(L/W) ......................................................(Fig 4)........................ 2.57:1 <_3:1 1.3 FRAMING CONNECTIONS General compliance with framing connections?.........................(fable 2)................................................. 2.1 ANCHORAGE TO FOUNDATION Type of Foundation ............... (Fig 8) ..........--.STEMWALL ..................................................... ..................... Foundation Anchorage Proprietary Connectors Uplift............................................................ ........ P .. (Table 3).................... ...U==—Plf Lateral............................................................ (Table 3). ............................L==—plf Shear............................................................. able 3 - - 5/8"Anchor Bolts Bolt Spacing . (Table 4). ..... ..... ... .. Bolt Embedment............................................(Fig 5)........................................_7_in. Washer Size..................................................(Fig 8)...-3 in.x_3 in.x—1/4 in.thick 3.1 FLOORS Floor framing member spans checked?.....................................(IRC or WFCM).................. Maximum Floor Opening Dimension..........................................(Fig 6).................................__ft 12' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................---ft <-d Supporting Non-Loadbearing Walls............................. (Figs 8 and 9)......................................... Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 10)..................................---ft s d Supporting Non-Loadbearing Walls or Non-Shearwall (Fig 11)...............................__ft 5 U4 Vertical Floor Offsets...................................................................(Fig 12).................................._--ft d Floor Bracing at Endwalls............::....::......................................(Fig 13)................................................... WFCM Floor Sheathing Type..-.,*.............................................................(IRC or )........... WSP Floor Sheathing Thickness.........................................................(IRC or WFCM Floor Sheathing Fastening.........................................................(Table 2)8d@6"o/c edge, 12"o/c field 4.1 WALLS _ Wall Height Loadbearing walls........................................................(Fig 14).........................._ </=9 ft 510, Non-Loadbearing walls................................................ (Fig 14)...................</=18.4_ft 5 20' Wall Stud Spacing......................................................................(Fig 14).................... 16_in.5 24"o.c. Wall Story Offsets.......................................................................(Fig 14)............................... --ft 5 20' 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls:.......................................................(Table 5)...2x6_-_</=9.0_ft in. Non-Loadbearing walls................................................(Table 5).2x_6_-_</=18.4_ft—in. Stud Continuity WSP Attic Floor Length.:.......:..................................... (Fig e15)..............................._ft :5 W/3 Gypsum Ceiling Length................................................(Fig 15) 10.5_ft >0.9 W Double Top Plate Splice Length.........................................:.....................(Fig 17)..........................._27'wall:4—ft Splice Connection(no.of 16d common nails).............(Table 6).......................................-to— of MAS s AC oadbearing Wall Connections Uplift(proprietary connectors) (Table 7) U —plf ..................................... ................................ M�CNE p F Lateral(no.of 16d common nails)............................... (fable 7)......................................._2_ g GUQ�B�AL -Loadbearing Wall Connectio s 090, Nod' o ¢ , . 9F3I5f�P�C'�i z ^"tSSIOWp�'� �l f .t GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE STEWART RESIDENCE ADDITION 175 COBBLESTONE RD.,BARNSTABLE,MA pp. 1,2 OF 4 Uplift(proprietary connectors).................................................... (Table 8)...............................U= -_plf Lateral(no.of 16d common nails)............................... (Table 8).....................................- 2 Wall Openings — Header Spans..............................................................(Table 9)........._5_ft_-_in._<10': (3) Sill Plate Spans............................................................ (Table 9)..........._</=3 ft - in.510' Full Height Studs(no.of studs) ...................................(Table 9)............ ........ ............_(1)_ Connections at each end of header or sill Uplift(proprietary connectors)....................... (Table 9)....................................._-_lb. Wall Sheathing Lateral(proprietary connectors).................... (Table 9)......................:.............. - lb. —— Minimum Building Dimension,W= 10.5' Sheathing Type.............................................(Table 10)....................................._WSP Edge Nail Spacing.........................................(Table 10)................................_3_in. Field Nail Spacing.......................................... (Table 10).............................._12_in. Shear Connection(no.of 16d common nails)(Table 10).................................._4/FT_ Holddown Capacity....................................... (Table 10)........................ ........._ Ib. Percent Full-Height Sheathing — 9 g...................... (Table 10j........................2ND 47%=4.9' Maximum Building Dimension, L 27' —OK Sheathing Type.............................................(Table 11)................................... WSP Edge Nail Spacing.........................................(Table 11)................................—3 in. Field Nail Spacing — able 11 Shear Connection(no.of 16d common nails)(Table 11).................................._4/FT_' Holddown Capacity....................................... (Table 11).................................... lb. Wall Cladding Percent Full-Height.Sheathing...................... (Table 11).........................2ND:_9%=2.4' OK Ratedfor Wind Speed?............................................... ................................................................ 5.1 ROOFS Roof framing member spans-checked?..................................... (IRC or WFCM)....................................... Roof Overhang ................................................................ (Figure 26)..........._<2_ft 5 2'or L/2 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors................................................EFF.SPAN=21' TUplift..............................................................(Table 12)..............................U= lb. Lateral........................................................ (Table 12).... L=1761b. Shear.............................................................(fable 12):...............................S=_771b. Ridge Strap Connections—Tension ..........................................(Table 13)collar ties used....T= - plf Gable Rake Overhang.......................................................(Figure 26)......._n/a_ft ft 5 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors UPlift..............................................................(Table 14).............................U==. pif Lateral(no.of 16d common nails).................(fable 14)..................................... .. Roof SheathingType YP ................................................................:(tRC or WFCM)....................._WSP Roof Sheathing Thickness........................................................ .............................. n.?7/.16°WSP — t Roof Sheathing Fastening..........................................................(Table 2) 8d@6"o/c edge and field SEE PP. 3,4 SHEATHING FRAMING DETAILS of m4s,94cy . l z� MtCHE fi CUO�v AC N SSauC�Ri�a � No �p ,,, ess►ona& i AWC Guide to Wood Construction in.High,Wind Areas:110 mph Wine!Zone Massachusetts Checklist for Compliance(780 CNiR 5301.2.1.1)' 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. 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 6d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment '4Wl1ENTMEMEWSMON FRAIdfFK VSE8d Uft3 ATG'O= .x 11 11 it 11 !I f 11 11 Y Y 1 11 11 1 11 11 11 11 If 1 11 11 1 1 ~ I p 1 11 Il /1 11 1 Y 11 11,F O ~ � Q 1 • /1 fig F 11 i1 tQ /1 If 1 of 11 11 1ti 1 1 -11 1 •� 1 � u 1! 1 11 1 $ fl If 1 KI 1! IJ MALSPACNG 6 U U 1 J /1 11 1 11 11 1 � 11 11 1 • I � 11 t1 11 y 11 1 OOU91E� goo— See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment , A WC Guide to Wood Construction.in.Nigh Wind Areas:110 ntph Wind Zone Massachusetts Checklist,for Compliance(rso CMR 5301.2.1.1)' EDGE INTEMEIMAYE TUK STAGMIED T'MN A1AI PAT OW PAW EDGE DOUBLF MAIL EDGE SPACING DEML Detail Vertical and Horizontal Nailing for Panel Attachment I Town of Barnstable t(�14 ' x� l� lii ',`�.�l,l.� �egudlaory Services Op�He rod P� ti Thomas F.,Gelle..;.Di-rectoar oA I1'1a :; 16.3 Building Division w 13ARNS17ABLE, ■ T, MASS. $ Tom Perry, Building Commissioner f639. �a `t'460 200 Main-Street,.-Hyannis;=M&0260( www.toxm;barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Permit#: _ ,�, ► r `-� Cc HOME OCCUPATION REGISTRATION Date:, tJ� Name: P—� S J -N�- Phone "�S(p'a 3M%0 Address: e S\,Ko Village: 3 0.��S�✓�0 Nanne of 13usiness:__— �^ — ��— -----__—_-- ---------- Type of I3usirless: p1rp Map/Lot: < <P (SCD�f INTENT: It is the intent of this section to allow the residents of the'Town of Barnstable to oper,lte a 11011le OC'CU[)F16011 eiilhlli single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance, provided that the acti6ty shall not be discernible from outside the dwelling: there shall be no increase in noise or oclor;no tiiswd alteration to the premises which would suggest uhything other Phan a residential use; no increase in Irallic above normal residential volumes; and no increase in air or groundwater pollution. After registration mith (lie Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by(lie permanent resident of a single funny residential dwelling unit, located within that dwelling unit.. • .Such use occupies no more than 11.00 square feet of space. • There are no external altei-atioiis to the dwelling which are not customary in residential buildings, ;ind there is no outside evidence of such use. • No traffic will be geiienated in excess of nornial residential volunies. • The use does not-involve the production of offensive noise, nribi,ation,smoke, dust or other particular matter, odors, ele.ctiic;d disturbance, heat,glare, humidity or other objectionable effects. • There is uo storage or use of toxic or h;1ZRr(I0uS un<ateri;ds, or flanumble or explosive materials, in excess of rlornil d household quantities. t • Any need for parking genemted by such use shall be met on the same lot colltailiing the Customary Home Occ•upatiou,and not hlithin(lie required front yard. • "There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Hogue Occupation, other than one an or one pick-up truck not to exceed one ton capacity, and one trailer not to exc•ecd 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sigh sliall be displayed indicating the Customary Home Occupation. • If the Custonluy Home Occupation is listed or adverlised as a business,the street address shall nol be included. • No person shall be eniployed in the Customauy Home Occ-upafion arlu)is not a permanent resident of(he chvelling unit, I, (he undersigned, have read and agree mth the above restrictions (or 111y home occupation I and re•gistcrirlg, Appliea ll:Lk��"A— bate: ( YOU WISH TO OPEN A BUSINESS! For Your Information: Business Certificates COST $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR (WHICH YOU MUST DO BY M.G.L. - it'does not give you permission to operate). You must first obtain the necessary signatures at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1" Fl., mu Main St. H an NAME in the Town the Business Certificate that is required by law. 2 g atures on this form y nis, MA 0260�(To�vn Hall) and get "y" Fill i n �';' P ease: = DATE: APPLICANT'S .'� "1"�• YOUR NAME: BUSINESS Y B YOUR a:;.•:e:: O HOME ADDRESS: < S TELEPHONE # Home Telephone Number. 'NAME OF NEW BUSINESS (o� ' yqb IS THIS A HOME OCCUPATION? / YESe TYPE OF BUSINESS rn Have you been given approval from N O the building division? YES NO ADDRESS OF BUSINESS �_, � MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance Barnstable. This form is intended to, assist you in obtaining the information you may need. You MU p nce with the rules and regulations of the Town of Yarmouth Rd. & Main Street) to make sure you have the appropriate p G MUST GO TO 200 Main St. — (corner of town. ppro riate permits arid licenses required to legally operate your business in this 1. BUILDING COM�rld ER'S OFFICE This individ al h -b e irr� o an MUST COMPLY per it re ments that pertain to this type of busine�U�ES WITH HOME COMPLY REGULATIONS. OCCUPATION Alut riz Signa u FAILURE TO AM�NT : �Y RESULT IN FINES. 1 2. BOARD OF ALT'H This individual has been,m orm d o the permit requirements that pertain to this type of business. MUST COMPLY f'G�l'�I M WITH ALL COMMENTS: Authorized Signature** HAZARDOUS MATERIALS REGULATIONS 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual ha keen i f rm d oFthe licensing requirements that pertain to this type of business. COMMENTS: Authorized Signature** #i4 01 oil A oT ,ro 4/1r� � p�pPodiO f—//Gq O n 373- 47 0 V CERTI FI ED PLOT PLAN LOCATION !9/c SCALE DATE ,tw PLAN REFERENCE OF �. EDAR \ (/ �. ! /°G�8�s' . . . . . . .. . . . . .. . o a r KELLEY No. 26100 4F61 STE`�`�°f' 1 CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REOUIREMENTS OF THE TOWN OF �9iE?/YS7"i9Q.0 . . . . .WHEN CONSTRUCTED. DATE S�3o�9 1-9Le0u/a - .ET/T O/1/E/ri REGISTERED LAND SURV OR Y-t- Assessor's map and lot number P4-13,,.W S-py— Sewage Permit number ..........................1W ...................... ;&'STALLED jr� C, 31ARNSTAXLE, N AS House number ................. ... ... .... . .......... W ILITH TITLL .. t639- ENV'RONMENTAI TOWN OF B AM NS`T I I A fB,Itt&j BUILDING " I;NSPECTOR APPLICATION FOR PERMIT TO ...(inli.ijag..smd...v3AXag.e........................................ TYPE OF CONSTRUCTION ........Ranch...... .................I........................................ .................................. ... ........4/.l/.85.........................19....8.5 ..... .... ..... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...C.obb.1.es.t.one...Road ad.................Barnstable. . . . ..,.. M.A. 02630 .. ....... .. .... .. ....... ..... .... .. ....... .... .. .. .... . .. ............... ...................................................................... Proposed Use .......................dwelling........................I................................................. ............................................................................. Zoning District ..........R.I�l........................................................Fire District .....B.arn.st.a.b.le...FiKe...District.,....... .. .... .. ....... .... .. .. .... ..... .. .. .. . .. ....... .. .. Name of Owner ........Charles P. Valcour 13...BxtP.e...Larle......Wirlham...0.19.8.4......... ..............................................................Address ... ....E..........,..St..........Pe;tee'.;..,,:,....Addres Name of Builder ... . . s Main..Str.eet...Barnstable...... None Nameof Architect ....................................................................Address .......................I................................................. ............ Number of Rooms .........6...rooms...two...b.4:01,5............Foundation .....10 poured concrete............ ........ ......... ............................ W .C . shingles Asphalt Exierior .........................Roo ing .................................................................................... Floors ........P1.ywo.o.d...with.. . .*.wa.lj.. Interior ..... . to wall ' Drywall conventional trim .... ....... .. .. .. .... .. . 6. .. .... ................................ ........................6..................6................................... Heating ........Forced hot water..........................................................................Plumbing ..........ak.....d4n��....................................... brick Fireplace .................................... .............................................Approximate Cost ........ 2.t.000.00 .................................. ... Definitive Plan Approved by Planning Board ------- Area .........--------—------- ------- ...................... Diagram of Lot and Building with Dimensions Fee ...........7 7....... ................ SUBJECT TO APPROVAL OF BOARD OF HEALTH N40 ..10%3 LO e. a 177 �4----36, 7' A eel-, 0 cod OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 92 e Nam . ..... ........ ...... e .. ................ ....... .. . Construction Supervisor's License .... ....... L VALf.OUR, CHARLES P. One Story No .27.9.6.5... Permit for ..................................... ...........SIngf.le-Family...awea,11jig........... Location 175 Cobblestone Road ................................................................ .....:............Barnstable......... Charles P. VAlcour Owner ........f:..................................... .................. Frame Type of C6hstructiom .......................................... .................... ................. ....................................... Plot ............................. Lot ................................ ,Permit Granted June...5 ... ........ ;-.lg 85 ............ ..... 'Date of Ins pection .......19 -Date—Completed ...... 471 o•lull* TOWN OF BARNSTABLE Permit No. Building Inspector cash f0)0• d OCCUPANCY PERMIT Bond Issued to AddreFs :Hiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .................................................... 1 19......_.._ .................................................................................................................. Building Inspector poN,L� G p0 8� log 1'1*vz LET �(� �O �'��i. •Dis LLJ44J 24, bEC� l z� ( AP �1. \ �0 To lot Ba sta le Old Ing's Hi ay bmmittee N,,Tg— AZ6-09770-1-7 B,gSE'"D OA/ LOCATION SCALE . . .�. L� . . . DATE ."pi ?-4,Z,Z-O&5 PLAN REFERENCE . , �?!!!G , 47- �'LB GROIN EDIWA/Lb { E Vo. LCVn /1 4lY . . . . . . CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. DATE Y GCocJ,� — ��TiT/uNGr.� REGISTERED LAND SURVEYOR l lr re try. -N. 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