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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Z/z Map i Parcel 2� oj� Application # N S Health Division � Date Issued ��"dR a, xlw� Q 0 , Conservation Division Application Fee Planning Dept. ��� Permit Fee 5 S 5.11 Date Definitive Plan Approved by Planning Board Historic - OKH = Preservation/ Hyannis �lG� Project Street Address lyto Wf1CIC LIAVIC Village�o N$,WeWU Owner CLAO '>A05g UT_ Address SA4k4c Telephone Permit Request 17 SAD it k As0 MVKK_ �WR NdV4 A-CdVC- - � AIL Ajnc;A_�P Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District c� Flood Plain Groundwater Overlay Project Valuatio I"l� G�� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ff/ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes �Ul<o On Old King's Highway: 3Yes ❑ No Basement Type: O 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 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Inc/Gas ❑ Oil ❑ Electric ❑Other Central Air: u'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:�❑3existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Y _ Attached garage: existing ❑'new size —Shed: ❑ existing ❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use S APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &&W4A, Avg Telephone Number -73 3- 4 68 3 y, I Address 231 SGVRD6Z AV . License# Home Improvement Contractor# Email Worker's Compensation # �� r'K7709 - 1� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO hDVAVS-X42 SIGNATURE DATE 1012s f f6 FOR OFFICIAL USE ONLY APPLICATION # A.. ;r t DATE ISSUED ,.w MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' . � . , ^ � . ' . ' J ~ ^ A WC Guide&n Wood Construction imHigh Wind Areasem��� mh, . Zone�m �Massachusetts �.8Deck880t ^=r �� (780CMY5301.2.1'1)1 Check Cuo�Doo� �� ����� � Wind Speed(3-sec,gust).---_--'_--__'_-_-_-____-__-__'_--_-11Ump WindExposure Category... ..................................................................._....................................................B 1.2 APPLICABILITY Number of Stories Nominal Height~Tallest"p=�e ................. ................(Fig'w...............-_............................ .1.3 FRAMING C ONNECTIONS General compliance with framing connections....................(Table 2)................................................................ ~~~^- ^~~~ 2.1 FOUNDATION Foundation Wells meeting requirements of 780CMR5404.1 Cmncneta-.--_-.--.-_.---.--_-..,._.__-______.___________._______. ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TOFOUN0ATION,,3 5/8'Anchor Bolts imbedded ur5/8'Proprietary Mechanical Anchors alternative in concrete only BpltSpocing-gonma .......................................... 4)-----.-. ~~~ �o�� ____ .............. _,_.. i� -' Bolt Embedment-concrete......................................... .............. ................................... Bolt Embedment-masonry......................................... ........................................ Plate Washer...............................................................(Fig 5)---------._-.----..�:3^x0rx V4* 3.1 FLOORS Floor franning member spans checked ............................... .................................... LI-1' Maximum Floor Opening Dimension...................................(Fig O)............................."t ��1��mrU2orVV� � ����S��F�C��/����m�����..................................— =� Maximum R�rJoh�de�ocko Supporting Lmadbaahng Walls mrOheonwo|/ V�gr> 0 it ' ~� � -----. -.---------------..` -��- � Mo)dmumCondlevened Floor Joists Supporting Ldadheahng Walls orShaonwaU................ 8).................................................... b � �d 61 �uoraoaung��Endwxd�--.----__-._----�- 9).................................................. --' ---- Floor Type ........................................................ 780 CMR � Floor lhk�naoo---__'_-_.--_----_ | Chapter _____ r �� � �oorooea�mgFa�en�g-'---__----------.(Td,�2)' j dn��ot �pter 551' In edge 4.1 WALLS ''�ll H-g.- / � w~� Wall Stud --'-----�._---.'_----. O and Tu�e '------ 40, in. -=-' | Wall wonyumseto ..................... .................................(Figo7&8).............................. ----_���� 4-2 EXTERIOR WALLS' -�- ' Wood Studs * ~7ft q in. -��ol' Gable End Wall Bracin Full - VYSP Attic Floor Length................................................ | - Gypsum Ceiling Length VfVYGP 11 -_------.._---_' - it--k 0,9W � 4Q�bnunuo�v uae�/u�ce��000�'-��11)--------_'--_--'-'_�.. ---- unuo� / ---- Splice ........................................................(Fig la and Table 6)_- � o�x�connacm��oox10dcommonno��---.-(7mb�6)_-_---_-------_---^-� �� � AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0'cMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..._.........(Table T).................................I......................... ✓ Non-Loadbearing Wall Connections Lateral(no.of endnaled 16d common nails).._...........(Table 8)..................................................... jam/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ................ .................................... :...(Table 9).................................. !d ft ® In.511' r/ T Sill Plate Spans _... ....... .. .................. ..._._.......(Table 9)................................ Q ft 6 in.511' �C Full Height Studs (no.of studs)............................_._(Table 9)........................................................... Non-Load Bearing Wail Openings(record largest opening but check all openings for complia ce to Table 9) r . Header Spans................................ able 9 In. 12' SillPlate Spans.............................................. (Table 9)................................... ft O in.512- - Full Height Studs(no.of studs)............ _......................(Table 9).................................................. .... 2 �� Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W 1 l A l_ Nominal Height of TallestOpeningz ...........................:....._..................................... s6,Er SheathingType..............................................(note 4)...................................................... Edge Nall Spacing.........................................(Table 10 or note 4 if less)........................ Field Nall Spacing..........................................(Table 10)....................................... Shear Connection(no..of 16d common nails)(Table 10)._..... ............................................ Percent Full-Height Sheathing.......................(Table 10).......:............................................ 5%Additional Sheathing for Wall with Opening>67(Design Concepts)... o Maximum Building Dimension,L Nominal Height of Tallest Openin9�........... .........:................................................. `6,Er Sheathing Type......................... (note 4)........................... Edge Nail Spacing....................................... (Table 11 or note 4 if less)........................ in. Feld Nag Spacing.......................................... able 11 ................................................. 1� R ) Shear Connection(no.of 16d common nails)(Table 11).................................................. �C Percent Full-Height Sheathing.......................(Table 11).........._..............._..................I......& % 5%Additional Sheathing for Wail with Opening>6'8°(Design Concepts)..................... Wag Cladding Ratedfor Wind Speed?.....................:......................................................................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................................................. (Figure 19)........... / ft smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=I.5Z plf Lateral ......(Table 12).... L- plf Shear..........................................._(Table 12).............................................S-- plf Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T=�pif _ Gable.Rake Outlooker.........................................(Figure 20) ft s smaller of 2'or 1_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=lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)...............4f-)( f� Roof Sheathing Thickness.................................................... Roof Sheathing Fastening in.t T/16'WSP Notes: .........................................(Table 2)........ ..................................... —1.! 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of T80 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 IT 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 walls shall be a minimum 2.in.nominal thickness.pressure treated#2-grade. ,3 a° CARRIAGE LANE <160.Od &P SEPTIC FROM ASBUILT TANK �_ ON FILE AT THE TOWN 0 o HEALTH DEPARTMENT BUILDER TO CONFIRM 3g DWELLING A3 C34 � N PROP. DIXK ADDITION N MBLU 297-29 320 CARRIAGE LANE W. BARNSTABLE, MA L=296.01 ' MID CAPE HIGHWAY CER TIFIED PL 0 T PLAN DOMENCELLI RESIDENCE 1 CERTIFY THAT THE IMPROVEMENTS SHOWN 320 CARRIAGE LANE HAVE BEEN LOCATED BY A FIELD SURVEY. OF NAr W BARNSTABLE, MA oZ yG DATE: OCT. 21, 2016 DRAWN. RBS ROBB JOB #. S272 c SYKES ; SCALE. 1"=50' DWG. CPP No. 35418 H EASTBOUND 01A�� ! A°o LAND SURVEYING, INC. D P.O. BOX 442 ° FORESTDALE, MA 02644 ROB.B SYKES, RLS. DATE 508-477-4511 ' HANNEY + PO Box 816 Marstons Mills,MA 02648 Tel 508.428.7147 info@thecapecodcarpenters.com Fax 508.428.7167 RENOVATIONS•ADDITIONS•CUSTOM HOMES TheCapeCodCarpenters.c om Option: Sand, fill, caulk and prime all new construction area walls, ceiling and trim in preparation for finish painting; finish paint,2 coats, all walls, ceiling and trim, using flat white for ceiling, semi-gloss white and satin finish on walls, color to be determined. Paint of additional areas beyond the scope of construction to be determined. Prep&painting work billed @ $45/hour+materials initial if option chosen Option: Professional post-construction cleaning of entire house (broom swept and basic cleanup is already included) +450.00 initial if option chosen • We also recommend Dene Peachy of Budget Blinds for any window coverings; Budget Blinds&Inspired Drapes of Cape Cod, Martha's vineyard&Nantucket; 800 Falmouth RD #108 D, Mashpee, MA 02649 Phone: 508 539-9989; capecod(W)budgetblinds.com;www.budgetblinds.com/capecod Payment Schedule: Initial deposit requested to schedule work $ `1'0,0000.0v/ Due upon receipt of permit $ 10,000.00 Due upon completion of foundation $ 10,000.00 Due upon completion of rough frame $ 30,000.00 Due upon completion of roofing& siding $ 15,000.00 Due upon completion of rough electric $ 7,000.00 Due upon hanging of wallboard $ 15,000.00 Due upon completion $ 2,035.00 Please note-our standard contract: • This estimate is valid for 30 days. • No additional work is included in this estimate unless described in writing. • Deposits and payments are not refundable unless otherwise noted. • Contractor is not responsible for any damage to lawn or plantings around demolition area. • Contractor is not responsible for any damage to Interior f imishings that may need to be moved to complete work. • All construction waste and replaced items(including cabinets,windows,doors&appliances)will be considered disposable unless other indicated by property owner. • Property owner is responsible for all costs associated with hazardous materials,lead,mercury storm water pollution discharge or costs associated with American Disabilities Act requirements ifnecessary. • Any repair,moving or installation of alarm system for security or fire/smoke is the responsibility of the property owner. • Customer is to supply all paint if any is being used(unless otherwise specified) • Property Owner agrees that Ranney&Rimington Custom Builders may display a small sign on the property during the duration of the work and one month after completion. • Property Owner is responsible for any and all engineering costs and site plan if necessary unless otherwise noted.Conservation,Zoning,and/or Historical costs necessary in association with obtaining any necessary permits unless otherwise noted. • All home improvement contractors and subcontractors shall be registered by the Director and any inquiries about a contractor or subcontractor relating to a registration should be directed to:Director,Home Improvement Contractor Registration,One Ashburton Place,Rm 1301,Boston,MA 02108 • The property owner has three-day cancellation tights of this contract under M.G.L.c.93,48;M.G.L c.140D,10 or M.G.L.c.255D,14 as applicable.After 3 days all deposit and special order payments are non- refundable. • All warranties and property owner's rights are under the provisions of 780 CMR 110.6 and M.G.L.C.142A Any alteration or deviation from above specifications involving extra costs will become an extra charge over and above the estimate at$75.00 per hour plus materials.If cost of materials and already described labor costs changes,this estimate may increase no more than 15%without written notice. • It is the obligation of the home improvement comtactor to obtain any and all necessary,constnwtion-related permits;in the event that the property owner seaurea their own conatruction-related permits or deals with unregistered contractors they will be excluded from the guaranty fund provisions of M.G.L.c.142A. Work will begin no later than six months from the issuance of any necessary permits and will be completed no later than two years from the issuance of necessary permits. • Property Owner's fail ore to make payments for work duly performed may result in a lien against the homeowner's property.Owner is responsible for any legal fees and court costs Ranney&Rimington may incur to collect the monies due on this estimate.The contractor and the property owner hereby mutually agree in advance that in the event the contractor has a dispute concerning this estimate,the contractor may submit such dispute to a private arbitration service which has been approved by the secretary of the office of consumer affairs and business regulations and the consumer shall be required to submit to such arbitration as provided in M.G.L.c.142A. • DO Nfl"T S 6N HIS'C NTRACT IF YOU HAVE NOT READ IT OR IF THERE ARE ANY BLANK SPACES 9/19/16 � 1 for Ranney&Ri m�Builders Date Property Owner Yale( Home Improvement Contractor Registration#144752 3 aaaNEY+RnRINGTO�CUSTOM BUILDERS Proud Member of National Association of Home Builders•Home Builders Association of Massachusetts•Home Builders&Remodelers Association of Cape Cod•Better Business Bureau w ., n• � SS TI F 6 k t Y°. �y w. U' ... t , a 4 2 Min Y:> .k w u Cape CAD Design PROP05ED ADDITION FOR: " "�'� gc�, DWG.NO.: r�r.mrM. ,� rr,r ��,�a� �v <a••'�rw.nm�cun�rcex:a roa+¢<e marrt nw ru:wr armor. I/4"_ !'_ P.O. BOX SOG DOROTHY DOMENICHELLI AD I cORC NYIbFek161'n'�,0rrmrMFF.YJ Y.Rirlb, ±'m:ttnfuun:b me �r temt�St+,:.n.rnirtx Vnwwra±,. .:rarr°r�emz ornrt nn:n�wxrw+ev DATE: MARSTON5 MILLS 320 CARRIAGE LANE s.�n+m^<uruarn,e+wra.auw a�s,R» 0911 G/20I G e r�rorw.�nnursr��v wrromannnana APP�W cr meo;wvcxw——ruucca.- 508-2,50-7074 BARNSTABLE, MA r �m n, r �nrcuns m.•aaoe,ro wm n iW flgnp REV: mr m "rxire 00/00/0000 PLAN Patrick - Pomim wn M :-�. ,��'. `°" Am ..w ._ „;' �`r-;b,,``' D a' aa - ,. r n �e:-'�'� RR a 8 ti F x F F e S a+,`"r '��,� i�in Fs 'S ,r}• *'d(sa ea y 7 i l '7;, 4 t�4�r`' K is5� .,;;ah x„ +n , i P I .:.��tiy�,c�..a�� ``c�9F w'. f✓�C ?l r SM1� ,�q t>r+iayti`.hT`" S'X x .,.w. 1%' ,.;:^a ,;n�'... Et��.�tl. s..rg ,i n.,4'". ,,.;?•.�:xt�' � .; ! ;;, 7 ,,cr�ti ,�: ,:..:' :>:V,N'P°,r!;��'m"8�.�a,� r>a. ,��r� ,,,n:� r ^'� � r.. �' ,� €',�t 4� �,s� 4 � x,; r I"s+ r,�{i„: p:.��>ka> ,�4 :.'h ? P, t� x ,�9 r iw1 vd.g� it ^1,:Ma:1a ^`fie a •�ia3f& T:, ,' F' "".�":^r t ,� w^..� ,� J, �'°t �a� by^„r *" `,�' ,�^ s.,,, r ee ,::�;* r Yv r � ,r �> �."n ,� '�Y �,:!;..,.« ✓7 �;".;" fa �, ,. � ., r „ �,.. >a, r4 a t ^;:9 ,� , � 'is +'Ska n',^ S q ,';^.E F.,,.pta' J w: i'' '",',"i :;*�'� ,,. a 'r, � ,?,n f^ew Ml. :•� {,,,«C,R. 1k .<a!�+.� o.v ;�!yu';,a v� k.� '><,V+'7�. «va�"xS .'".,�;:�;�C>�•��,"`39'^�:sm"-�s a:�_iwp��7,�,.,nati<k�«�.`^ ;.a9n�C:�s� ,:rA 'd,P�,. "rt.X?_�r�l #`•a•. ,,,n,.�'«aaq»:u�,�...i,,S gr'� t^r, a � .vk, �,�+i+t�'s wg • G• i•� •��• •�' . . 'R • CARRIAGE a ry�4 A f A 2 112 , Cape CAD Design PROPOSED ADDITION FOR: 1/4'-5CALE: DWG,NO.; 9a11!<f1rKN`..3MLti'S�/!A4�o�nue +Y�iC ANQ 31�IbN 41 iK:lTfnCMGM'ff iaxn.cla.alo�cum'rmmm as main . accxc.no a.+wu-,rs as /4 P P.O. BOX 806 DOROTtY DOMENIC1ELLi uffielHmMyz°.n1mw 4n!�Ow�MmQ�I rcN°wlJG"kM1xhxf SrobGz["+G+xr'x� n DATE: 09/1Q pote A03 MARSTONS MILLS 320 CARRIAGE LANE AppOOd for cararnou.mx%sm,�wn,caa+varncw " fly® 1508-280-7074 BARN5TA5LE, MA 00o o=oo PLAN Patrick RlmWi&n MAIN HOUSE MAIN HOUSE a' X� .menenauu�®eu1emxr.ra 4• exrsnr,o trace �I .1 I i y ; bl GARAGE —`{;�~-d{ ROOMABOV is GARAGE b, �I 5i ecsnavtwa,v+u nraovt aovow al it ' I arrc ce� .t P.P PC EXISTING 1ST FLOOR EXISTING 2ND FLOOR Cape CAD Design PROPOSED ADDITION FOR: aN�� .r SGALE: LNG.NO.: '�wnrxraeero.wrreanme amnmi,, em�rxaaxo avxo.xmnto I/4' 1' a�t A04 P.O. BOX 806 DOROTHY DOMENICt1ELLl ""�``LL at°aaN `�rr ,�a,°' ,�us.1.o""`na',"�"e,.n eunr.ra rxcc w*Ls DATE: MAR5TON5 MILLS 320 CARRIAGE LANE �.uPo s aaacwn ow O9/1 6120 1 6 gm[raio.gWly Myupr•ttl!1?.Mf[rNl(s_y Or..........1 °L mtoda3arWW.tpt�.NTfY�LMp 'YI^`��o" C 6m1CTtt�. eP.K1rF IXalmUCll0.4 508-280-7074 BARN5TABLE, MA "'�tl`� "" "'°`"' �`'ffl`g REV: NaJ¢Ltsy/u:GYJR pns,�c Tara°utt«mc Padfok OO/OQIOOOO pu�N Rlminow E)agn EXISTING MAIN HOUSE MAIN HOUSE Juseaauv e[mnam�omvnleurt•Jr .�--_,._.._.'S_..'`__ u .OJOOp®dJNOEJl81JJl1®ON[JI• _ JO — B.C_I. .IgpW®JM1��10p.ifl ��-- P -re I� PROPOSED !. EXISTING EXISTING HOBBY H OAMERODM ! PROPOSED GARAGE ROOM ABOVE GARAGE I I QARAtiE ADDITION iGJ161wp JHGYW/Sl �4 _. M SI'- Ji' PROPOSED 1ST FLOOR LEGEND PROPOSED MfLOOR LEGEND , Cape e CAD Dsign PROP05ED ADDITION FOR: 5 ' DWG.NO.: <an�J[cra.orosun[xsr..ocanm%n usiacauacvaia�rcorm, I/A"® I' P.O. BOX 806 DOROTHY DOMENICHELLIa�:a, A05 M.NII'.baCn4i["MIfQC�'Jm[ Mv1s!!p'M[W.9,GMER.=nl[C4Nt(!H.PJN, DATE: MAR5TON5 MILL5 320 CARRIAGE LANE w° "�'`"° "�"° °' App-md osils/2ols a nz osaae rcec ro nn+m�aenrt n 506-280-7074 DARN5TABLE, MA an'"N v«uc..mu'�a ruuw'macc nne forfllln6 REV: enaxa>naxiwnuu.�vaaeaurcamc P8h10k 00/0010000 PLAN cu.w�mctt+romml _ RtmingWn 2.10 RAFTER ASPHALT ROOF SHINGLES WITH f COBRA VENTING a RIDGE CAP 2x BLOCKMG •, � •-----SIB•TBQ PLYWOOD SHEATHING (do- SIMPSON H2.SA--- HURRICANE CUPS `, �+ 150 FELT PAPER 2'x10-CEILINGJOW ~\ ,// / —.T WIDE ICEIWATER SHIELD 18' . - LU210 0.tIST HANG ER ALUMINUM GRIP EDGE R I.B AZEK FASCIA BOARD -386ATTINSULATION OR— /.r/y- OPTIONALFOAMEQUIVALENT - '% 1z8AZEK SOFFIT BOARD ----AZEK BED MOLDING "J 1•xr STRAPPING_._-_.-.._ I / �,�y�- 018'0.C. --1>fB AZEK FRIEZE BOARD 1r GYPSUM WALL BOARD— _--CEDAR SHINGLE SIDING MAIN HOUSE WITH MINIMUM+'OF PLASTEi�.. ��' �� .�—HOUSE WRAP 2°ffi"TOP PLATES 1/r PLYWOOD SHEATHING 2.0 WALLS®24'o.a----%� -- 1/r GYPSUM WALL BOARD 2'Y12lEDGER BOARD WITH MINIMUM a OF PLASTER i'�� ASPHALT ROOF SHINGLES 2W'SOTTOMPLATE "% --SB'TBO PLYWOOD SHEATHING W4'PLYWOODSUBFLOOFI _ 3,VISXFEET APER ErWAT Q 2`x10'FLOOR JOISTS - AWIDEUMDRIPERSHIELO —AWMINUM DRIP EDGE doA (2)111-LVL CONNECTED TO RIM TO 0'RAFTER ma.Ecrroazvnxvrgnmuxn •`Q 8 JOIST WITH HU212-2 RANGES _..t - IXS AZEK FASCIA BOARD imnoaawwrtN�s�va G y IM p`L 1'AY STRAPPING--"--%' `.,` ra<r TOP PLATES 9 q(�' iL �24'0.0. —.,---CEDAR SHINGLE SIDING O° V wGYPSUM WALLBOARD � _��'.___-.� ,-•. �jO Y .,,0 --.,_._._._HOUSE WRAP - L A. WITH MINIJUM OF PLASTER I,r tl- 2n 8 WALLS 0 ZV •---i iW PLYWOOD SHEATHING---9THO146TTiAP TIE 2W P.T.SILL�—•--'- -`� _ '.'�/ �' czar rousrmuax- HOLD DOWN -- -- _---_.SILL SEAL :a•moaKrroEmraoron ! .�/-`u. j `\I R-21 BATT INSULATION OR 8'min ABOVE GRADE !1 OPTIONAL FOAM EQUIVALENT i!J ^5/8'ANCHOR SOLT I, 1/2'GYPSUM WALLBOARD— ,� 'CONCRETEMGRAD T3 BOTT00 OM J. 4'FROM GRADE L 3 007TOM K: WrH MROMUM J'OF PIASTER OF FOOTING I> mL4RCCRe�niaW s -••-IWWIOEt10'OEEP GARAGE 4'THICK CONCRETE --^ CONCRETE FOOTING 3000 p.0. SLAB 4000 p.eJ ON i Z ON UNDISTURBED BOR COMPACTED SUB GRADE NEW FOUNCATIOH i VR CErgil /N r SLOPE -ATAA9 I� -M CONCRETE WALL 3000 Pai.-_ I +� G-INSTALL BEARING AT PLATE MAX. oawcuunwcmoaoarswau+eo �4'ad•- W/SIMPSONBPS LTS WITHIN BEARING PLATES PLACE° 11ON oaxaxareraawnwac.r rEACH k8°P.T,BILL PLATE--...-...--�-D.I CORNER AND TOAr MINIMUMFDEPTH FOUNDATION LEOs1D " �""�,NEW FWNDATON�TAIL, Cape CAD Design PROP05ED ADDITION MR: �` DWG.NO.: n.ouww msmx corrnw�n r eora�m-a.r�ac.w,roraa�.xa. 1/4'a 1' mrs�u ruenm r+.a:rosrurw nc•roaxxo avwnrenro,:eca mnrpnux P.O. BOX 8OG DOROTHY DOMENICHELLI ""n"�""`" `�"�'�"° ar� .arw. a�G.�.. �. AOG MAR5TON5 MILLS 320 CARRIAGE LANE DATE: a��.aoe�.��:-aKKo 0911 6/2016 o;�rarcs.srwlae acvru ro ae n,ra+u>ti APFIOVed oeymen�ro�vx:,-rvnv 505-250-7074 5ARN5TABLE, MA � for f Un9 REV: omwrc PBtAdc 00/00/0000 PLAN - Mm ftton 2"x 12"LEDGER BOARD — 2"x12"CONTINUOUS RIDGE BOARD _ 2"x4"COLLAR TIE @ 16"O.C. s s ' 2"x10"RAFTERS @ 16"o.c. CONNECTED TO TOP PLATE WITH H2.5 HURICANE CLIPS 2"x10"CEILING JOISTS @ 16"o.c. 2"x6"TOP PLATES (3)2"x8"HEADER ------ __ (2)2"x6"KING STUDS — 2"x6"JACK STUD fT 2"x6"WALL STUD @ 24"o.c. i :l; 2"x6"BOTTOM PLATE i {s i, -- 3/4"PLYWOOD SUBFLOOR L I s I . 2"x10°FLOOR JOIST @ 16"o.c. - — h- -- 2'k6"TOP PLATES 2"x6"HEADER 2"x6"KING STUD ;I _ E_..... —N�.+-- — ---� --nr�---- — x6"JACK STUD s, Ir 2 2"x6"WALL STUD @ 24"o.c. 1' 2"x6"PT SILL PLATE FAME FOR RACK OF GARAGE ra,vr puu ns:v rzwns wrwoavn� :r°'nnm s�:nry ua*"e�nersxcm.n SCALE: DWG.NO.: :.z,n.ar x rwnv.r. vx e Cape CAD Deslgn PROPOSED ADDITION FOR• �pY:R/1.;,"®Ypv:Nrc2911NGt0.Ontl1O : �:a��bnu.�.��. I,a^= I P.O. BOX 806 DOROTt1Y DOMENICt1ELLl Mgwrogrw� n� � � s� uarc uam¢"u:a vm.ax meexm mo: A07 DATE: vW MARSTONS MILLS 320 CARRIAGE LANE ;µ^ 4L M"P."Kl Ltta6 4CM�C2rXy A•:YJ"R�^3"ON° 09/16/2016 M1tRO.9./rGO[tla"n.a:l(IDMr,nrtrlrt:rN p O'mrOCYiR rrFJR(O GR.MeCO.KM[r' ^I'M�" 505-260-7074 BAPN5TA5LE MA ten, � as �'muxewao..s forNM6 REV: � iu�saa°"nrmr�'m':�r�us�na n:c 00/00/0000 PLAN unmam:+.r..c7n. PeMck RmkgWn 2"x12"CONTINUOUS RIDGE BOARD 2"x4"COLLAR TIE @ 16"O.C. 2"x10"RAFTERS @ 16"O.C. - - - _ -r 1r_.. y CONNECTED TO TOP PLATE WITH H2.5 HURICANE CLIPS PS ya �r " r f 2"x10"CEILING JOISTS @ 16"o.c. --- ' '° t ,. - _ Ae 2"x6"TOP PLATES - --- - _ EXISTING 2"x6"HEADER - —~ .._._� 1 I ZND FLO (2)2"x6"KING STUDS - - 2"x6"JACK STUD 2"x6"WALL STUD @ 24"o.c. _ rl 1 2"x6"BOTTOM PLATE 3/4"PLYWOOD SUBFLOOR - --•. i� (2)11 e'LVL 2"x6"TOP PLATES - - - -y 2"x12"LEDGER BOARD 2"x10"RAFTERS - -~ (3)2"x12"HEADER -•--r J "� (3)2"x6"KING STUD ---- �' 2"x6"JACK STUD -- 2"x6"WALL STUD @ 24"o.c. ---' 2"x6"PT SILL PLATE -_..-.__._.....-.-_..,,__.- .-...FRAME FOR FRONT OF CAA rl A GE Cane CAD De51 n PROPOSED ADDITION FOR: s "� °`"� "o' r 9 um•"re cta"�.o vearcus""eewm*rorn rK¢e:wee uccwrnrnurrnwn, 114'® P A bvrf'7brA"n¢"pD rM1.tWtO TMi p' vfR1nX[OMmO nq[C".tIX"rOtrl'Ahn' P.O. BOX 8OG DOROTHY DOMENICHELLI vw rir..ereara�:c°imr.rwr�r rsroa+ra rccoueam.r.rcme ru.xxero". MARSTONS MILLS 320 CARRIAGE LANE 09/1 y. , osile/2o1s A08 �,"�w�r;x"a��,o�a.�"M�. 508-280-7074 BARNSTABLE, MA for filing REV: 00/00/0000 PLAN Petru* — Riminpton 2"x12'CONTINUOUS RAFTER 2'k4'COLLAR TIE®16'o,c. v-----2'xI V RAFTERS®10'04. CONNECTED TO TOP PLATES WITH f �4T� �} �, i r- H2.5 HURRICANE CLIPS r J 2'k1 D'LEDGER BOARD 2'K1o'CEILING JOISTS(d te'o.a 2"4•TOP PLATES 298"WALL STUD 024'oa r c'�, _ _-_--2•n 2'LEDGHi BOARD 2'x10'RAFTERS Q 167 c. 2•x0•BOTTOM PLATE r _ -----'V4'PLYWOOD SUSFLOOR ' - r (2)11 k LYL CONNECTED TO RIM JOISTWITH HU212.2 HANGER ---2k1P FLOOR JOIST®16"o.e. 2'x0'TOP PLATES 2'xS"KINGSTUD 2-W JACK STUD 2"x6•WALL=D®24'o,a r ......._.....�.t...._,.....��.................... .,�_.._�2"x8'PT SILL PLATE FRAME FOR LEFT SIDE OF GARAGE Cape CAD Design PROPOSED ADDITION FOR: a' uy�x.�� M E •r= r« 1 4— DW6.NO.: CM'rM.OxO�o tTE;trl�S•rK•fCVN�Cx! E:}::I:C UD Cu=Af aCLF.'. / (� P.O. BOX 8OG DOROTHY DOMENICHELLI �g .�n,EEEx.o EE,EEEa��k'E�n.��Ex A09 3.N1wCiMJwW N'wYRut6 m! P:�9CMMT¢ElSEUP.rF".HEFxvxElON. w9a,.�e mesrnre ewmvo cwron*er DATE: wnwvn..�.0 ama.rr�K.Eeu caps. MAR5TON5 MILLS 320 CARRIAGE LANE ® ft9aEGYEEOtluMY qS] 09/16/2016 mrw'v�c5'!a •oierixra: Appmmd 50.5-280-7074 BARNSTABLE MA Exn nEms.ccv..vx a,oalrooaxm:, for filM REV: 1 °w..a' oWn'rrc,.rz.Ewrcc.ae 00/00/0000 PLAN PBhick — Rlmin&n NAILING SCHEDULE IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 110 MPH EXPOSURE B WIND ZONE CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION JOINT DESCRIPTION 40.OF COMMON NAIL NO OF BOX NAILS NAIL SPACING TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ROOF FRAMING: FENESTRATION SKYLIGHT CEILING WOODFRAMEDWALLR FLOOR BASEMENTWALL BASEMENT SLAB CRAWL SPACEWALL BLOOLING TO RAFTER(TOE NAILED) 2-Rd 2-100 EACH END U•FACTOR U-FACFOR R•VALUE VALUE R•VALUE R-VALUE R-VALUE R-VALUE RIMBDARDTORAFTER(ENDNAILEO) 2-16d 3-16d EACHEND 0.32 1 0.55 1 49 2OGr13+0 1 309 1 15/19 10(2 FT.DEEP) IS/19 - ALLFNAMING: 9.Or Insulation sufficient tofill the framing cavity,R-19 minimum. P PLATES AT INTERSECTIONS(FACE NAILED) 416d i S36d ATJOINTS h.First value is cavity Insulation,second is continuous insulation or lnsulatedsiding so"13+5"mans R-13 cavity lnsuletionplus R•5 continuous TUDTO STUD(FACE NAILED) 2•16d 2-16d 24"o.c. insulation cr Insulated siding.If str aural sheathing covers 40 percent or less of the exterior,continuous Insulation R•value shall be permitted to be HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES reduced by no more than R-3 in the locations where structural sheating Is used-to maintain a canststant total sheathing thickness. FIDOR FRAMING: 101STTD SILL,TOP PLATE OR GIRDER TOE NAILED) 4.8d 4-30d PER101ST LNG TOJOISTS(TOENAILED 2.86 2-10d EACH END WINDOW&DOOR SCHEDULE BLOCKINGTO SILL OR TOP PLATE(ME NAILED) 346d 4-16d EACH BLOCK LEDGER STRIP 70 BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d PER101ST MODEL TBD OISTON IEDGERTO BEAM(TOENAILED) 3•8d 310d PER JOIST MINIMUM ROWN OPENING NARK CATALOG NO. OTY. WIDTH HEIGHT LOCATION DESOMPTION BAND JOIST TO J015T(ENDNAIIED) 3.16d 4.16d PER JOIST A TO BE VERIFIED 3 1'-618" V-07 1ST 2ND FLOOR OF FRONT AND LEFT SIDE OF GARAGE TBD DJOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I6d 3.16d PER FOOT B TOBEvERIFIED 1 c.o" i'-6" 2NDFLOOReACKOF GARAGE TBD OF SHEATHING: AA TBD J 3'-0" 6'A" BACKGARAGEEGRESS TBD OOD STRUCTURALPANELS(PLYWOOD) Bd 10d WEDGE/6"FIELD BB TBD i D'4" 7'-0° GARAGE DOOR TBO FlERS OR TRUSSES SPACED UP TO 16"o.c. Bd lod 4"EDWV FIELD RAFTERS OR TRUSSES SPACEDOVER 16"O.c, 8d 10d 6"EDGE/6"FIELD BLE ENO WALL RAKE OR RAKE TRUSS W/STRUCTURAL 8d 10d 6"EDGE/6"FIELD UTLOOKE0.S GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d a EDG 4"FIELD LUNG SHEA7ING: WALLBOARD Sd COOLERS "`"• 7"EDGEJIT FIELD WALLSHEATHING; STRUCTURAL PANELS(PLYWOOD) STUDS SPCED UP TO 24"o.a 8d 106 6"EDGE/12"FIELD Jf2"&25/32"FIRSERBOARDPANELS 8d 3"EOG 6"FIELD 1/2"GYPSUM WALLBOARD Sd COOLERS 7"EDGFJIO"FIELD FLOORSHEATING: WOOD STRUCTURALPANELS(PLYWOOD) 1"OR LESS-THICKNESS 8d 20d 6'EDG 12"FIELD GREATER THAN r TMCKNESS 10d 16d WEDGWFIELD - Cape CAD Design PROPOSED ADDITION FOR: scALE: i. auvrre.+„aunaawcw.�svvnre .nr.nryra.�ul:,a socrramxo. DWG.NO.: �a.e�c"nru�e.^ra^sx+crarvr.:n eca+n+c.,v+oree mr"a I/4"� I' P.O. BOX SOG DOROThY DOMENICHELLi w�dxwan,n¢nnAxaerosrsro D<YWRN CJ.9a.p.a q I o nv:roeruvuun;�w,me m m corm wou wcvwkror,e waGnarmvcr...m.••mneuwcro" '«i.Aan.nnrs'serue avvn!a eeoe drar DATE: MARSTONS MILLS 320 CARRIAGE LANE �,�1"mumHr . a Mmscru..wLs,cns.wnwc�.vreaax 09/1 G/201 G aslare.a".v.a eanxnrro r:x.rrcx�wu rm-xamn.vw,ea roorcw"znxer ar AppLDVed 505-250-7074 DARN5TABLE MA w" r>.a+nu v.ccennia-eanes:ocxv"roio forfl6ng REV: 1 "cvnirrn°e�xo 'r`c""�-a'aim�nwmc Pik 00f00/0000 PLC_ ) Map Parcel © Z Permit# House# 3-�10 Date Issued ' Board of Health(3rd floor)(8:15 -9:30/1:00-�#:`30) (�- Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) ZZ�� U jL A`LF0 �N •.d FNv r j Y lu M nin Do r (151 f1 1^ Rhin f nA,�j •d�1' p A D 19 �4 BARNSTABLE. : "+ MA98. p 079•�� •f i„� 7 a TOWN OF BARNSTABLE 'E° ` Building Permit Application Project Street Address 3t2 0 Czar r d'Qq e z a7& Village $9<c r17 S fa 6It / Owner Claude, Y-bor-c-4% 3m �hic���� Address �olD4�Yr/ 42e L.a`ie 94V,06tile Telephone 36 ,3)Dn; / f Permit Request SU" Y 0 0 0/77 /9d61 f(,0 h J �"4 Y m Y 5 /0 Yc h of k00.,m %6oy e First Floor JJ�o 40 square feet Second Floor 'S``/D, square feet Construction Type k)v o d Fi-a sr if Estimated Project Cost $ g, D00 Zoning District /1 eS Ide,n f d'a( Flood Plain /)0 Water Protection Lot Size Grandfathered ❑Yes EfNo Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Ile Historic House ❑Yes tANo On Old King's Highway Yes ❑No Basement Type: 129 Full ❑Crawl ❑Walkout ❑Other �A Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 76 8 ! Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing_ New First Floor Room Count J Heat Type and Fuel: Seas ❑Oil ❑Electric ❑Other Central Air ❑Yes NdNo Fireplaces: Existing f New Existing wood/coal stove ❑Yes �JNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ,ESfAttached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑,,oYes 1 f No If yes, site plan review# Current Use /��S%���f Proposed Use /ve5I den 7� Builder Information Name (�L[ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE OVa� l /�r�-r ,� DATE BUILDING PERMIT DE IED FOR FOLLOWING REASON(S) } - t FOR OFFICIAL USE ONLY !'PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS ' t VILLAGE' i . ,, z OWNER " - Al DATE OF INSPECTION:. ✓ 1 .. _ .. - , i Kam•. FOUNDATION ) = a FRAME 'INSULATION -, FIREPLACE t t , ELECTRICAL: ROUGH FINAL PLUMBING: ~; ROUGH FINAL . .s GAS: t 3 d 'ROUGH FINAL FINAL BUILDING DATE CLOSED OUT., ASSOCIATION PLAN NO. = . �.-rr,�.+,'''.r'1 :+z..•.- -^r,. ,- �._.�y,,,,,,,;,,. „�,1�.... ..,,.rw,,.,e...n,n�, r,, ,.,..,.;�....-...m,....�. �x ..r ten:,. -, ..x ,,:;a r­ ��ptHE Tp�� The Town of Barnstable BARN ss LE.g! Department of Health Safety and Environmental Services 039• �0 , �foy a Building Division 367 Main Street,Hyannis, MA 02601 F _ - O Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection -Tr—/C d'--c.. Location '31-d (4 vt I 4 k ., Permit Number Owner Builder 1 , One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: r OL Cr f//I C-/ flo rL- 1'0/,/Gk`Pr? C A P e If . Kr t,Ul f"t r s«l -t is (fe --i Aj x%tlea w it) . J 3.h) �'r i./ r L 1(' �� 7 ,z f '. l':t 1 C �� � (�tr i) � �.. l—�:��'�� •�'.. ;{ )�cri/� `i-'s� `"��''! tn.�r �,>t.n.-t�r ,.s....- ,� �'(�c..�Z? :r k E'�' r' Z? S 5 `, 'r� Please call: 508-790-6227 -for re-inspection. Inspected by Date d TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB. LOCATION Oc rac Y Y r� � �ah� �Cc Y e s j/� Numb Street address Section of town Cs/a:uJ/e (/ "HOMEOWNER" �6®f h y �D m �� 6 L��l ll C3 0 _ Name Home phone Work phone - PRESENT MAILING ADDRESS c"� � CQY r14 y e Q5QY� City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to en gage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, 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 Officia_ 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 Stat Building Code and other applicable codes, by-laws, 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 compl with s procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICI ' Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. IL HOME OWNER'S EXEMPTION The code state th "Any Home Owner performing wor for which a building permit is required s 11 be exempt from the provisi s of this section (Section 109. 1. 1 - Lic ing of Construction Supe isors) ; provided that `-if Home Owner engages a perso s) for hire to do su work, that such Home Owne: shall act as supervisor. " Many Home Owners who use this exem 'on are aware that they are assuming the responsibilities of a supervisor a pendix 0, Rules and Regulations for licensing Construction Supervisors, ion 2. 15) . This lack of awarenes often results in serious problems., par cular when the Home -Owner hires unlicensed persons. In this case o Board canno roceed against the inlicensed person as it would wit icensed Superviso The Home '.Owner actir as supervisor. is ultimately res nsible. ,. To ensure that the Home Owne is fully aware of his/Fier responsibl 'ties, mar. communities require, as p t of the permit application, that the Hom Owner certify that he/she and stands the responsibilities of a supervisor. On-the last page of this iss is a form currently used by several towns.- You may care to amend and opt such a form/certification for use in your community. r l � F R= 98 SO, 00 A = Zg6.01 Z . PRO P65F D so(OROOI,-1 �9 X\o. 0 co co xa' �� ry aA-- 4v FARMk- -s N� PoRCH . �O A '91 !� 0 �6p j LoGA �:✓�; v FOVNVATZON CFRT= FICA-rl0t4 TO w N F3A".SrA B LF PLAN REF. DATE DEG is, 1586 SCALE 3o ELEVATION I HEREBY CERTIFY THAT THE ABOVE FOUNDATION I5 LOCATED ON �N of ,,, yan6cE E 6MQVE L THE GROUND AS SHOWN. AND �� cy corts ,CLTdnTS D ITS- POSITIOt4 OES P A. G� CONFORM TO THE ZONING MERITHEw V ?O RASPpERRj LN. LAW SETBACK REQUIREMENT N0.32oss � OF 134PA sT-A8LE- ��Rj�ofcER�sJ��Q MARS-ro.K S M 1LLS, M n NAl LpNO Q Z�648 730CUR ' Ate,. Table JS2.lb(eoadnueoo Ps no ptive Padu4p for One and Two-Fan*Rnddendal Buudtap gated with Food Fueb MAXIMUM MINIMUM plating (1la2iag Ceiling Wau Floor Baseaumt Slab Heldne/Coouag Amal(K) U-valucz R value' R value' R value? Wau Pia E WPmmt F.tliaea� Padmp lt-values R value' 3701 to 6300 Headaw Degree Dan' Q 12%. 0.40 38 13 19 10 6 Nomml R 12% 0.52 30 19 19 10 6 Nommi S Ir/. 030 38 13 19 .10 6 85 AFUE T 15% 0.36 38 13 23 N/A WA Nomml U IVA 0.46 38 19 19 10 6 Nommd V 13'/. Q44 38 13 23 N/A N/A a AFUE W 15% 1 0.52 30 1 19 19 10 6 8S AFUE X 18% 032 38 13 2S N/A WA Nomml Y EBI% 0.42 38 19 2S N/A WA Nomml Z 0.42 38 13 19 10 6 90 AFUE AA 18Y. 0.50 30 19 19 10 6 1 "AFUE 1. ADDRESS OF PROPERTY: a ble 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 7/c 7Gf, e 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): o ,3 ol- 5. SELECT PACKAGE(Q—AA-see chart above): _x NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a I 780 CMR Appendix J Footnotes to Table J5.2.Ib: ' Glazing area is the ratio of a area of the glazing assemblies (including s ding-glass doors, skylights, and basement windows if located in w Its that enclose conditioned space, but exclud' g opaque doors)to the gross wall area,expressed as a percentage. U to 1%of the total glazing area may be exc ded from the U-value requirement. For example,3 ft of decorative glas may be excluded from a building desi ith 300 ft'of glazing area. =After January 1, 1999, glazing U-v lues must be tested and documented the manufacturer in accordance with the National Fenestration Rating Co cil (NFRC) test procedure, or tak from Table J1.5.3a. U-values are for whole units:center-of-glass U-values c of be used. ' The ceiling R-values do not assume raised or oversized truss con ction. If the insulation achieves the full insulation thickness over the exterior w lls without compression, 30 insulation may be substituted for R-38 insulation and R-38 insulation may be sub tituted for R-49 insulatio Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if use ). For ventilated ceilin , insulating sheathing must be placed between the conditioned space and the ventilated po 'on of the roof. •Wall R-values represent the sum of the wa cavity insulation us insulating sheathing (if used). Do not include exterior siding, structural sheathing, and inte r drywall. For ex pie, an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity in lation plus R- insulating sheathing. Wall requirements apply to wood-fine or mass(concrete,masonry,log)w I constructio s, but do not apply to metal-frame construction. 'The floor requirements apply to floors over unc nditioned aces (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the fling re irements. `The entire opaque oP aq portion of any individual base nt w with an average depth less than 50%below grade must meet the same R-value requirement as above-gra a ails. Windows and sliding glass doors of conditioned basements must be included with the other glazing. asement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.A d additional R-2 for heated slabs. ' If the building utilizes electric resistance heating e c mpliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more th one p ece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency re ired by a selected package. 'For Heating Degree Day requirements of the c sest city r town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maxim acceptable le Is. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation onl and do not incl a structural components. b)Opaque doors in the building envelop must have a U-val a no greater than 0.35. Door U-values must be tested and documented by the manufacturer i accordance with the FRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains g s and an aggregate U-v lue rating for that door is not available, include the glass area of the door with your w' dows and use the opaque or U-value to determine compliance of the door. One door may be excluded from s requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor,base nt wall,slab-edge,or crawl space all component includes two or more areas with different insulation levels, the omponent complies if the area-wei ed average R-value is greater than or equal to the R-value requirement for at component. Glazing or door compo nts comply if the area-weighted average U- value of all windows or d rs is less than or equal to the U-value requi ent(0.35 for doors). 43 ,� � 1 I E L L I 7 320 CARRIA&E LANF BARKSTABLE MA LIST OF DRAWINGS = A-1 A5 BUILT FIRST FLOOR PLAN A-1 FOUNDAMON PLAN A-2 NEW FIRST FLOOR PLAN A-S FLOOR FRAMING PLA'N5 A-3 NEW SECOND FLOOR PLAN A-9 ROOF FRAMING PLAN A-4 REAR 4 RIGHT ELEVATIONS A-10 WINDOW 4 DOOR 5C;HEDULE5 A-5 LEFT ELEVATION/ FIR OWT A ROOF PLAN *Wat u CONTRAOTOR W4ALL YERI"ALL DIMENGIONS PRIOR TO ORDERING MAM'ALA�6TARTMG GONSTRIICflON ANY DI6CREpANC"ENALL DE 8R000NT TO OWNERS ATTENTION DOMENICHELLI ADDITION rua VB•I. wA+rer CD CAL14OUN 0RAIMMD an 4/18J18 A TITLE SKEET ARCNITEOTURALS 51 6ACNEM DRIVE,BOURNE MAW,QX-V 508-8"-3--- 54'-0' a' h' 4-0 ■ ° Fl 3 L.U-9 5�. +t�f 4 T uwwnq KITC14EN q. _ EATNC.AREA ICAR GARAGE o 10 $■ ice. .3 m 4 7 . 4 2'9 4 6° 94 4 ai' i LIYING ROOM ° 24 4-6'2'$ 4 ' 2'-0 4 tea'2 4 4 t' 4'O' W.O. 7�' ' 22'-0• . A�S BUILT FIRST FLOOR PLAN * OR TO WERNCOMRG MAT RL" GTAR ALL ONSTR0M! PRIOR TO ORDERING MATERIAL&1 6TARTMG CON&TRUGMON ANY DWCREAAWAS&HALL DE DROUGHT TO OWNER&ATTENTION DOMENICHELLI ADDITION WAS V&'•I.O'oRnwsr W CALHOUN M0 DAM /W iur.o A- I wuAS BUILT FIRST FLOOR PLAN ARC HITECTURALS 61&AGIEMDRIVE.DOWMMATNI,o= &O&-so-M* r �I 0 i o TYPICAL EXTERIOR WALL : -MATCH EXISTING HORIZONTAL SIDING Q I 2 Q -N 151bs FELT BUILDING PAPER -IR EXTERIOR SHEATHING TUB -Y x 4"STUDS B 16'O.C. -HEADERS/DOUBLE 2"x12"W/1/2"PLY WD -R-13 HIGH DENSITY BATT INSULATION -6 mg POLY VAPOR Q I -I&BLUE BOARD W BARRIER 1/8'SKIM COAT PLASTER I CAR GARAGE r - — * � -PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS -FIRE PROOF ALL WALL PENATRATIONS e KITCHEN GARAGE WALL t OILING I -2'x 6'STUDS WITH ® EATNQ AREA TYPICAL FLOOR SYSTEM -BATT INSULATION — — -FINISH FLOORING I SEE ROOM FINISH SCHEDULE -6 mil POLY VB. -3/4'Tt G PLYWOOD SUBFLOOR SCREWED -5/8'FR.DRYWALL / GLUED TO -28xl2'FLOOR JOISTS 11 V O.C. -2'x12"SOLID BRIDGING "o SOLID WOOD FIRE BLOCKING -DOUBLE FLOOR J016T6 UNDER PARTITIONS t EXTERIOR WALLS FARMERS PORCH DMMG ROOM LIVING ROOM -(BASEMENT FL)R-IS BATT INSULATION -FIRE PROOF ALL FLOOR PENATRATIONS eNTRANr_o NEW FIRST FLOOR PLAN l FriENO: WALLS SHOWN AS SOLID ARE EXISTING WALLS SHOWN AS HOLLOW ARE NEW � *ooie¢AL cowrRActoR ewAu vBaIFT Au DC1EwMNON! PRIOR TO ORDBtMG MATERWA 4 GTARTM6 COMIRLGTM AxY OIiGR@'"M MALL W BROMM TO OMM AnOWN DOMENICHELLI ADDITION �+vB•I'-O o..w n Cp CALHOUN oa am a,< A- 2 NEW FIRST FLOOR PLAN AR CHITECTURALS it sAue�T DRIK.eouae MA,,s.o� TOE-.».T o. 5. . . ' O O. 3. �--NEW M4D DORM6! 4 0 QED ON ? a No ROOM MASTER BEDROOM — — — — — — — — — — — — — — — — 5'KNEE WALL Weser 5'KNEE WALL 4 KNEE WALL 5'WALL C' 7 ' r ,-0, NEW SECOND FLOOR PLAN LE /_ * *G MM&CONTRACTOR MILL VOW ALL DPWMWW rCN WALLS SHOWN AS SOLID ARE EXISTING My 0*a O AW G MATERIALTi�W.M TO 0=8 A fDff ANT•DMCRa'ANCE!OIIALL eE ERouGNT TO oYMflts ATit+]fTpN WALLS SHOWN AS HOLLOW ARE NEW o DOMENICHELLI ADDITION —ve•r-o a..mw w r-ALwouN °""""°&A- 3 an4rmlw I Mwom NEW SECOND FLOOR PLAN ARCHITECTURALS ti sAue+DRrve.eouiNe MAes.oar w�•u�-ro� �- TYPICAL EXTERIOR WALL = -MATCH EXISTING HORIZONTAL SIDING -M ISlbs FELT BUILDING PAPER -1/2"EXTERIOR SHEATHING -2°x 4°STUDS 9 16"O.G. -HEADERS/DOUBLE 29x12"W/1/2"PLY WD R•13 HIGH DENSITY BATT INSULATION _= -6 mil POLY VAPOR BARRIER -1/2"BLUE BOARD W/ 1/8"SKIM COAT PLASTER -PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS LIEU -FIRE PROOF ALL WALL PENATRATIONS TYPICAL FRAME ROOF -USE CONTIN.RIDGE S SOFFIT VENTING I I -FIBER GLASS ASPHALT SHINGLES OVER M ISlbs FELT BUILDING PAPER I— — — — — — - -5/B"ROOFING PLYWOOD RIG14T ELEVATION � I -2"xl2° RIDGEBOARD — 1 -2°xi0°RAFTERS 9 16"o c. I L — — — — — — -TRIM,B°FASCIA,12°SOFFIT 480 RAKES -2"Xb"COLLAR TIES 9 32'o o. -2"X8"CEILG JOISTS 0 16"oz.W/ -R30 BATT INSUL.W/ 6 MIL POLY V.B. -CEILINGS 1/2°BLUE 50ARD W/I/B° SKIM COAT PLASTER 9 _ -USE 3'OF MEMBRANE STARTING 9 EDGE OF ROOF rnm 4 9 *GOMAL COMPACTOR SHALL VERIFY ALL VM010tO _ PRIOR TO ORDERW.MATERIALS 4 STARTING CONSM CTIOM ANY 0I6GtEF'ANCES SHALL 6 Yfi E EROMT TO OW RS ATTENTION REAR ELEVATION DOMENICHELLI ADDITION r ua I/B•I'-oll D""sr CD GALFIOUN °"M -A- 4 • u+e 4/28/ffi �'� '"FRONT 4 RIGHT ELEVATIONS ARCHITECTURALS . 01 SACHEM DRIVE,SOU NE MASS,0= 900-$33-STDS ova 00 00 00 00 rrrn lid LLaMLLILLJ LEFT ELEVATION *GENERAL CONTRACTOR WU VERIFY ALL OMENSION6 PRIOR TO ORDERNG MATERIALS 8 6TARTIM CONSTRUCTION ANY DI6CREPANCE6 SNAU N BROMM TO COMO ATTENTM DOMENICHELLI ADDITION WAA va•1'-041 DMSBy CD CALHOUN O11a0 MO a� ,a,..o A-5 LEFT ELEvATION AR C H I T E C T U R A L 5 61SA"WDRIVE,OOURNEMA",Omli WD-&M-IT06 It f I I I I I I FRONT ELEVA710L' #GENERAL CONTRACTOR 614ALL VERi7 ALL DRTENWHO PRIOR TO ORDERMG MATERt"16TARTMG CONSTRUCTION ANT DOCREPANCB&ALL Be OROUGM TO OIMER6 ArrU4 ON DOMENICHELLI ADDITION VS'-I'-O'l mum m.=CALNOUN °ON"MD- A-5 cmw wu ELEVATION FRONT ARCHITECTURALS 616Acwm DRIVE.50UR10:MA66.OM32 606-p6-3W6 I i I � I I 1 �11 > i L I FEE us ' i e i i Ix i I ROVIDE NEW STEP FLASPING WALL 4 ROOF MEMBRANE RIDE VENT TYPICAL FRAME ROOF EXISTING ROOF -USE CONTIN.RIDGE 4 SOFFIT VENTING -FIBER GLASS ASPHALT SHINGLES OVER M 15lb6 FELT BUILDING PAPER -5/8"ROOFING PLYWOOD -2"xlt RIDGEBOARD -2"xl0°RAFTERS A 16'o a. -TRIM,8"FASCIA,12"SOFFIT 4 8"RAKES -2'X6"COLLAR TIES 9 32"ox- -2"XB"CEILG JOISTS 9 16'Oc,w/ — — — — — — — — — — — — — — — EXISTING ROOF -R30 BATT INSUL.W/ MEMBRANE 6 MIL POLY VS. -CEILINGS 1/2'BLUE BOARD W/1/8" SKIM COAT PLASTER -USE 3'OF MEMBRANE STARTING 9 EDGE OF ROOF NEW ROOF PLAN . *GENERAL CONTRACTOR WALL VERIFY ALL 021MION6 PRIOR TO ORDERMG MATERIAL6 4 STARTING CON&TRUCTION ANY DISCREPA'iCE6 6NALL BE BROUGHT TO MINERS ATTENTION -_ DOMENICHELLI ADDITION �+VB•I-01 power CD CAL14OUN °A�VAA_ 6 ene 4!M/9B mwm ""'NEW ROOF PLAN A R C H I T E C T U R A L 5 01 IIAG IM DRIVE.BOURNE HAM.a= Will-MW-JIM TYPICAL A Y COL -4"DIAMETER STEEL COL.FILLED W/CONCRETE -1/2"STEEL PLATE TOP 4 BOTTOM -36"X 36"X 12"CONCRETE PADS TYPICAL FLOOR 6Y6TF;M RESTING ON UNDISTURBED SOIL -FINISH FLOORING[SEE ROOM FINISH SCHEDULE] -3/4"T4 G PLYWOOD SUBFLOOR SCREWED 4 GLUED TO TYPICAL FOUNDATION WALL -2"x12"FLOOR JOISTS 9 Ib"O.C. -2"A2"SOLID BRIDGING 4 -USE 3500 pel CONCRETE MIX SOLID WOOD FIRE BLOCKING f " CONCRETE FOOTING e/w -DOUBLE FLOOR JOISTS UNDER PARTITIONS -24"WIDE x 12"DEEP 4 EXTERIOR WALLS 2-RUNS 15M REBAR 4 RESTING ON UNDISTURBED SOIL , -DOUBLE FLOOR JOISTS UNDER TUB _ _ _ -10"POURED CONCRETE WALL ON CONTIN.FOOTING -(BASEMENT FL)R•IS BATT INSULATION `_ = ____ ___________=_ A MIN.OF 4'BELOW GRADE-FIRE PROOF ALL FLOOR PENATRATIONS -1/2 DIA.ANCHOR BOLT 6 48"oz.4 STARTING 12"FROM END -2xb PRESSURE TREATED SILL PLATE W/ ' 114"SILL GASKET '-6" V-9, '" -BITUMINOUS COATING OF FOUNDA.ION WALL Z. -USE 4"PERFARATED DRAIN PIPE SLOPED TO DRYWELL 6"WOOD ;• ' CRAWL SPACE SLAB- WALL - •.; -USE 3500 pal CONCRETE MIX ' I— T ;••; -4"CONCRETE SLAB c/w "' ;"• 6X6 WW MESH REINFORCEMENT UPLLLI —I ;; -6 ma POLY VAPOR BARRIER I TT ; -6"COMPACTED GRANULAR FILL r NEW FOUNDATION PLAN - - III *GENERAL CONTRACTOR MALL VERIFY ALL DFUNW119 t/9 A M E R S PORC li PRIOR TO ORDERa1fi MATERULa 1 aTARTo WWRO 11 TINT AN7 D1aCREPANCEa MALL DE BROYGNT TO OW.YEIta ATTENTION • 10" SOMA Tugs DOMENICHELLI ADDITION • :�� COIVCRCT F/ccE0 val.1,-C WAMnCDCALHOUN • �'"xb" FRAj-7FD 1°RESSURE TRtATF_D lu NEW FOUNDATION PLAN ' •Kt- F1COR PRrSSQRE TRCA Toff 0 A R C H I T E C T U R A L 5 aI aACIEfI DRIVE.BO{IRNE"A".OEM bM-010-"Of SPACE 2'X 12"JOIST UNDER TUB 10 12"O C. JH J TYPICAL FLOOR SYSTEM 4"DIAM.STEEL COL 7 -FINISH FLOORING[SEE ROOM FINISH SCHEDULE 3 -3/4'Tt G PLYWOOD SUBFLOOR SCREWED / GLUED TO -2'xl2"FLOOR JOISTS 9 16"O.G. -2"xl2"SOLID BRIDGING 4 SOLID WOOD FIRE BLOCKING NEW FIRST FLOOR ADDITION FLOOR FRAMING -DOUBLE FLOOR JOISTS UNDER PARTITIONS /EXTERIOR WALLS -SPACE FLOOR JOISTS 9 16"O G.UNDER TUB -(BASEMENT FL)R■IS BATT INSULATION v -FIRE PROOF ALL,FLOOR PENATRATIONS SISTER NEW 2'X 12"TO EXISTING CEILING JOISTS SINGLE JOISTS OVER frill FARMERS PORCH *GETS�tAL CONTRACTOR SHALL vERlF1'ALL DIME7lSIONS PRIOR TO ORDERING MATERIALS A STARTNG CONSTR=ON ANY DI6CREPANCES SHALL BE BROUGNT To OWNERS ATTENTION NEW FLOOR FRAMING OVER GARAGE DOMENICHELLI ADDITION ""•V6'-1'-O'onomoT CD CALHOUN DA111°MDA_8 OAv /Sb 1 uu FLOOR FRAMING PLAN A R C H I T E C T U R A L 5 316ACHEMORWE.BOURNE HAW 0037 SOS-$33-3106 TYPICAL FRAME ROOF -USE CONTIN.RIDGE 4 SOFFIT VENTING -FIBER GLASS ASPHALT SHINGLES OVER M 151be FELT BUILDING PAPER -5/8"ROOFING PLYWOOD -2"xl2" RIDGEBOARD -2"xl0"RAFTERS 6 IS,"me- -TRIM,S"FASCIA,12"SOFFIT t S"RAKES -2"Xb"COLLAR TIES 9 32"oc- -2"XS"CEILG JOISTS 9 16"O.C.w/ -R30 BATT INSUL.W/ 6 MIL POLY VS. -CEILINGS 1/2"BLUE BOARD W/1/8" SKIM COAT PLASTER -USE 3'OF MEMBRANE STARTING 9 EDGE OF ROOF NEW ROOF FRAMING ELAN *GENSUL WWP.-TOR&OU VERIFY ALL DVIENMM O EW MA = rm cowp ,nowPRR .001 "W514RERTO0V=8Afl rM DOMENICHELLI ADDITION —val.f-0 —Am-CD CALWOUN 0R''�M10 ore 4rm/9s � A-9 "'sNEW ROOF FRAMING PLAN PT RCHITECTURALS eACA MDRNE.50ieD1E MAee,=N "-an-=6 DOOR SCHEDULE SYMBOL ❑ NO. WIDTH HEIGHT MATERIAL TYPE SCREEN QUANTITY REMARKS MANUFACTURER CATALOG NUMBER ' I ll'-9 3/4' 6'-II' WOOD GLASS GLIDING YES I ANDERSEN FWG120611-4 1 4,-0' 6'-8° WOOD GLASS GLIDING YES _2 ANDERSEN RUG 6068 R 3 2'-6' WOOD 6 PANEL NO I MORGAN M-1051 4 5 6 l 8 9 10 WINDOW SCHEDULE SYMBOL O NO. WIDTH HEIGHT MATERIAL TYPE SCREEN QUANTITY REMARKS MANUFACTURER CATALOG NUMBER 1 3'- 'pall 3,- 'h / WOOD OcuBLE Hu/v& )'ES 2 HNDEA5F-A) TW2io'Fio 2 22' 39 SAS" WOOD SKY LITE YES 3 ROTO 82 VENTING M@ 3 (01- pu pA -&" µlcoO &LASS TRANS0MI- NO ?RVb e,:5EA1 RA lot 4 (v'— D" I'-54/541 woc4 GLAS5 9:LLl PTICRL ND ! ANDER51=li) Er&l Fw It 5 6 EYIST1 1'- 2 ilv It' - J '14" vi0oO DoueLE RUNG YES S dad FLcoR 8E0ROaM 1'- 94' wv00 rRJPce by°uOLE YIE5 t KiTclfrN 9 10 *GDOM CONTRACTOR SHALL VERFY ALL 0""100 PRIOR TO ORIAMNS MATQIALS I STARTRtl CONSiR11CT10N ANY OISCRETANCES SNAIL BE BRO9 TO OWERS AftE - DOMENICHELLI ADDITION scm V8'1 Y-O' own CD CALNOtIN °" ,OA-IO an 41M/W IRNA DOOR 4 WINDOW SCHEDULE A R C H I T E C T U R A L 5 a eAcweM eRIVE.BOIwNt MAes.o>w eon-w•�To� i • � ED 9qR I7u�C1� ` ENTIRC ViCK YARb TO WOODS) DWARF HOLLY C3) L gP,6F- sToNcc ij xj1 x �2°4 POR C 11 15 OlV E S r&P OFF 6RouNO PORCH I)RIVEWA`r' UJA L K 00 CEDAR MULCH \ �ro rtR,6, E LINE) \ *GENMAL CONTRACTOR 6NALL VER6T ALL DIMDiWKe PRIOR TO ORDERDIG MATEUTA 8l 6TARTD/G CON6TRUCTION /� /T ANr DI6CREPANCED eNALL EE eROYGfR TO OU00 ATTENTION DOMENICHELL1 ADDITION DATE LANDSCAPE —� ---- _. ARCHITECTURALS bi MC"E?T DRWE.E WtW MA",009 boo-an-3VA, AssCLor's offioe (1st floor): 9 SIEPTIC SYSTEM MUST ` ? �/o a 9.p! ONSTALLED IN COMPLI HE T o Assessor's map and lot number ................ . ...... ..... . . - � Board of Health,(3rd floor): — WITH TITLE 5 Sewage Permit number •••••••••••••••••••••••••••••.••• Z .•��.. � (�=�pye R®NMENTAL Od® l`-= :BAHD:9TIIDLE, i Engineering Department (3rd' floor): TOWN REGiUL ATF�` 'ao rb a• _3 A 0 �Q House: number ................................. . ............................ ..°`�� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN_ OF BXRNSTABLE BUILDING I•HSPECTOR APPLICATION FOR PERMIT T01�9Z ?T.. .c" ...N ... ?.. , . `'4l!7 ,....!„1V............ .L�-.I�,F,�,�.1...., TYPE OF CONSTRUCTION J�r'A--1rn� . . ...................................................................................................... ........................... ............... .. ......� 19.�1.5p TO THE INSPECTOR OF BUILDINGS: The undersigned hereby-applies for a permit according to the following information: Location Z.ea..!...... . ...�.Y!�eR �.v.a....�.!...n.�.... f?.! .?,. ......h!!..! ................................... E—Proposed Use cc... .- �............ .......^.................tN.c...... ....:.................................................................................................... Zoning District lCES17.E. .�.!a.L'. .!S..T.V. .�.�.. 1^�....Fire District .............................................................................. too Q..oT l+�' A--1 t~A.u -D L 35 2, Name of Owner ..............Address ................!..2` C�. G.d 1`�... ... .�1.3i. .Q ` M n G� Name of Build ns .eiS�r .-CM61.4..H.4.0-1.))<-.QO),IIC ,ddress ).G .-+.....9.!.?AA.PX1...H.(�f.17�!I.W7,�....�'Yt/# Name of Architect .. ... .... ... ..........Address Number of Rooms .... . ...................................................... ?Ve .i�,.. .0.�'1CY'�.LT��...... Foundation ... .. Exterior ... ..b.. h!4.�.. V./�. '.1�, .........Roofin Floors ..................... ......... ...............�J�.. .. ......:.Interior ..�1. ......�.V1��-.�'�.................. ,.. .. . rleatingTU.Pv. -C- -....C,v....�".I.I�... ...G. .e+........Plumbing ......I.. .a'T.�T.......... . ....... . ...:................... Fireplace( .. .. ..�.e-..��........................................Approximate Cost ... . r.Q� Definitive Plan Approved b Planning Board 1_ `-- 19 . PP Y g t-,-- 7 Area ....�Q.,�W.................. 1 Diagram of Lot and Building with Dimensio s Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 �a 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. Name . c C.) 3 Construction Supervisor's License ... ........,�........... ..... ,- `tOMF_N C HELL1 , DOROTH A. & C 1.JAUD , D. ti 30339 Permit"for ..One. StorT� ...1........... Sinale Fami-ly Dwe' lina ........J...... �•... .....................�.............. .......... Location Lot 451 , i�0 Carr-' qe �zri ie Barnstable ................................................................. .......... Owner Dorothy A. & Claude D. bamanicheili _ ....................... ................................... Type of Construction Frame ....................... .......... _ ......................................................... .................. Plot ............................ Lot ...................... December 30 - Permit Granted ....................................'....19 Date of Inspection ...........................: .......19 Date .Completed .��.�..�.—......7-.......`19oi -- - • �oFTME� TOWN OF BARNSTABLE Permit No. .,30339 �- BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash. HYANNIS,MASS.02601 Bond X.. .� CERTIFICATE OF USE AND OCCUPANCY Issued to Dorothy A. & Claude D. DoMenichelli Address Lot #51, 320 Carriage Lane ` Bdrnytable, 14assschusetts USE GROUP FIRE GRADING OCCUPANCY LOAD 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. / April 14, 87 .......................... 19................. ..... ........ ....................... Buil�ing Inspector R 1. .• ®®QQAA���� .y� �T,��,.'�p���.,ll TC1W�J OF S,� t\,,TR;ELE, l�,.aS:,.�CHUSETTS BUILOIN( (�Q :L s:97 01.9 DATE �F?i7F Y1C7;''1 �(} p 19_ PERMI1-41 APPLICANT 't§:'�T":'I<; ',I('� IP -{-�i) lf lYtf%CC,f.-) ADDRESS INOJ (STREET) (CO NT R'S LIC!15r. ... ., .. - e 1 1 1DWEBER OF NG UNITS --- '.PERMIT TO t5u1.11A lllae'.Ll.lal ( J. ) STORY ::)i.i:<� 1".1 _�.}.l-` '.��1i...i �..il::. ..... (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING !_I AT (LOCATION) Lot 4-51 , 320 CCirr1cYC{ DISTRICT (NO.) (STREET) DETWEEN AND ---- I, (CROSS STREET) (CROSS STREET) _ •�• _ I LOT SUBDIVISION LOT BLOCK SIZE ---- BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: — AREA OR lU /U 1.�.• U:J p l)�Iv • IJU FEE PERMIT Q. `3 t:.) • C.;u .VOLUME �' ESTIMATED COST •P — (CUBIC/SQUARE FEET) C UoruILay A. D iau(Aiu 1). OWNER i'tC:)iii:V's y - BUILDING DEPT. � ADDRESS 135 :,�1 t brook d. p p (� BY t THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY Of? PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED 'FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE'OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS +OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND !I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. -2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 -,f�— -- � 2 g S HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 OTHER .� BOARD OF HEALTH - ..- -Z�f BA- ►^ 9�7' WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAJ 3S TOR HAS APPROVED THE VARIODUS STAGES OF II W04Z*K 15 NOT STARTED WITHIN SI MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WR1.TL: CONSTRUCTIOr I PERMIT 1S ISSUED AS NOTED ABOVE. NOTIFICATION. I T -J�7:tLlK�/l�Bf�� o.LQIy ��pp ...fJaz 9.9p • �J.ullcuan., .�.. �l/arincd, ./�dad�idelle. 0863'd - /sip/.ras-.rrts November a4 , 19310 To: Toseph *DaL jz Building Inspector Town of Barns'ta+b)e Town Offices H t'gnh i 5 ,MA 0adDo I STATEMENT Re : Contiguous ownership of �o t S/ A &grriay-e 4uae, 6ar-451'4b/e X1 r4 as shown in Plan Book .2&T, Page &a at i4rn5114ble Registry of Deeds and also shown on Assessor.' s-Map 297 as, Parcel a9 . Present Owners : ela ode U. Doweni4e/%', a 1`ux Date Acquired pis/86 Date Recorded : p 1,r (0 Title Reference ,Qoe/l 5,253 P41e / 9 Prior Owners 7)4►1a In, Date Acquired Date Recorded Title ,:Reference : ooOK 3937 I , William A. Price, Jr. , Esquire hereby certify that the above present owners of o t 51 ,4 Oarrsh?.e Cane. at no time during their ownership contiguously owned Parcels 30 4Nd 3 k as shown on Assessor`-s'..',Map .?97 .since �p✓, �3 , 197y . Respectfully submitted, William A. Price, Jr. , Esq. a, i �rlor Owner Viecdore R. ColetsK; • A pA,t..Q 14, IQ 8 Z pare /��guire • Dare 'Recorded 1'►'1 Z I l 9 1?2 Title R e�ere�ee ; BO&A 3 y 8S PaV ? l as s�ewh oh Asserso.� Map ,29 7 fur" e 15 9 10 gn W,.tea l�o.a7 " WT , . T� bAa 'He4reltCe pj0'0 K a t e 1