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U�- - , ,, - ,'L��, _'t ��. -��, ,� -),�­ i ,�-�,`�k_,$�� st,'.��;,-..:'�.....,:....... ­'o, '110001, ; . , , ,"......������,,,, -,;". ,, , � - �, , � � � � � � � � �,:,,� �, , ,, ,, �, � � I� ,�����L;i:_ , ;� , , ,. �,-� �, �:, �I ,d,� � z,,�tk"�,"�'-..,-X-.�'i.re�--,,,',,,I _", �e�­,�,A,�, I. , � - ,,�� , "46, 'I , , - �,I,t,e 2 � EMER.",)�7��Tt�.,'�'t.��,-,.��,iN., �,X�, ,_�, 141" ��dLi� ,f I 1�,:�,� � 'OWN:OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel, Or Application # I Health Division Date Issued 7 3! Conservation Division Application Fee Planning Dept. Permit Fee • O Date Definitive Plan Approved by Planning Board ��`� Historic - OKH _ Preservation/ Hyannis Project Street Address 0 r Village W l Owner /•(&e- ROLV Address <`6&4t�"Wt'l(e, Telephone Permit Request �( e �y�� 1 Z + 7 S e Cl Q Rah 1 z�) Square feet: 1 st floor: existing proposed 2nd floor: existing to proposed 8 ( Total new Zoning District &F Flood Plain /VJ Groundwater Overlay Ai _ Project Valuation S, TO U Construction Type Lot Size I Z, Z0% s Grandfathered: ❑Yes ]" If yes, attach supporting documentation. Dwelling Type: Single Family l9- Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: CKes 44o On Old King's Highway: des ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other k1/A- Basement Finished Area (sq.ft.) /v/]A Basement Unfinished Area (sq.ft) Number of Baths: Full: existing �h- new Half: existing new Number of Bedrooms: h/A- existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other %lz0✓/ Central Air: ❑Yes ❑ No Fireplaces: Existing /" Existing wood/coVIkve: 0 es�• 1, N0 Detached garage: ❑existing ❑ new size_Pool ❑ xisti g ❑ new size _ Barn:�&xiisti g C�'n�i�size_ Attached garage: Li existing ❑ new size _Sh ❑ ex' ti g ❑ new size _ Other: 8'� n,/ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use am Proposed Use UAinooN APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name vv 'J e-V Telephone Number '�� Address 71, 'o Sj License #� Cle L4VK5 ( ,2- Home Improvement Contractor# JITC/� Worker's Compensation # �tl �_S7Jc}�j l�►`LDI� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ✓ (WIXAA MA- SIGNATURE DATE L 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ' 4 1 ADDRESS VILLAGE t . v OWNER f DATE OF INSPECTION: FOUNDATION x FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , . " Town of Barnstable Building . �.V g PostTh�s,CardSo ThaLY�t�ss�ble from;the.Street roved Plans IVlust te:Re `ined�on<Job ar th�sard MustbeKe t. Al �� Posted�Untii Inallnspectlon Has�Been4Made <� �� ., � ���,����here a�Certificate of.Occu an s Re u�red such Bu ldin` shall:Not b"' "' ". "ef�rial'I s ece �bn..has` � � Permit mi 1 Permit No. B-17-1244 Applicant Name: CENTRAL CAPE CONSTRUCTIONCO. INC. Approvals Date Issued: 07/31/2017 Current Use: Structure Permit Type: Building-Deck Expiration Date: 01/31/2018 Foundation: Location: 66 HARVEY AVENUE, BARNSTABLE Map/Lot 319 108 Zoning District: Rf-1 Sheathing: �: a 31 -, Owner on Record: HARVEY HOUSE LLC Contractor Name CENTRAL CAPE framing: 1 Address: 7 TOMAHAWK DRIVE CONSTR UCTIO NC0. INC. 2 CENTERVILLE MA 02532Con#rac or l�terise 131841 l: Chimney: Description: Construct 12x7 second story deck above 12x7ground level deckFl Est Project{os#: $5,500.00 already permitted(tb-17-288) l e mitfee: Insulation: $110.00 Project Review Req: Construct 120 second story deck above 12x7 ground level deck fee Paid: $110.00 Final: already permitted(tb-17-288) .� Date: 7/31/2017 Plumbing/Gas ��rt� Rough Plumbing: £ ` .. _.._._ ._ T.. Final Plumbing: Building Official W Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized°by this permit is commenced within sixmonths aftercissuance. All work authorized by this permit shall conform to the approved application and theapproved construction documents for whichthis permit has beengranted. Final Gas: aj All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access stree#orroad and shall be maintained open for pubUcrospec#ion for the entire duration of the work until the completion of the same. . Electrical Service: The Certificate of Occupancy will not be issued until all applicable sign atu es by theBldmgand Fire Officialsre rouided n this permit. yk Minimum of Five Call Inspections Required for All Construction Work IE" Rough: 1.Foundation or Footing a 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). fire Department final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT J • saaNsrasL MAO& R, i own of Darnstaule Keguiatory Nervices Rickard V.Scab,Director- 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 Vwner Must Uomplete and Sign This Section It Using A Builder I IP C, 1 (�C!i_-ems ,as Owner of the subject property hereby authorize S � ��+��i to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address Af Job) j — 1&6 llr') Signature of Owner Date .l (1(0 Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C'Nusersidecotl 4ppDati%LocaltMicrosoft,�WindowsIItetCachi lCbntentOutiook\L7U69LF2';EXPRESS(2):doc 01/25/17 i AGRI BALANCE° og Company Name Phone Number _ _ Cape Cod Insula>aon 508 775 1214 Applicator Name 491 Installation Date 7-18-2017 Jobsite Address 66 Harvey Rd. Barnstable, Ma. A-Side Lot #'s P3165500817 Permit Number B-Side Lot#'s GE017084 Walls Attic g° R-40 1760 A"iu�- Q7�n &MOM Blaze Lok Thermal Barrior Attic Roof Line 23 Mils Wet www.Demilec.com Cli a EMILE Rd Z 11A�1S�J 9 Ju NA40 AG R I BALANCE° I a.0 Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Kyle Pratt Installation Date 08-15-2017 Jobsite Address 66 Harvey Road,Barnstable A-Side Lot#'s PA86001691 Permit Number B-Side Lot#'s P3246016617 Roof line 9" R-40 1,500 square feet Rim Joist 5%" R-24 550 square feet Attic Walls 5 i4" R-24 280 square feet Blazelok TB Attic ceiling and walls 23 mils wet/15 mils dry www.Demilec.com DEMILEC NOISIAl 1E IWE��ER REPORT Level,=Flooc:.F_lush Beam .� PASSED f F O T° - 3 piece(s) 2 x 8 Southern Pine No. 1 I( Overall Length: 12' ty „ } - _ O O tt �� All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Desi "n(results ilctual rtyorl,r: l►tioujed lit. ., F, aa egmi �,at;anta ► System:Floor Member Reaction(Ibs) 1142 @ 4" 10519(5.50") Passed(11%) -- 1.0 D+1.0 L(All Spans) Member Type:Rush Beam Shear(Ibs) 939 @ 1'3/4" 3806 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3055 @ 6' 4106 Passed(74%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.227 @ 6' 0.378 Passed(L/598) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.309 @ 6' 0.567 Passed(L/440) - 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(t/240). Top Edge Bracing(Lu).Top compression edge must be braced at 12'P/C unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'o/c unless detailed otherwise. Applicable calculations are based on NDS. q _ `s�ritlg[Rrt�tli Lodrls�oSp¢p�k} II Suppotrts Total � AvaPlapt� ,-aeyut�ed ;tom " ``'romt ores � 1-Stud wall-SPF 5.50" 5.50" 1.50" 302 840 1142 Blocking 2-Stud wall-SPF 5.50" 5.50" 1.50" 302 840 1142 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied tD the member being-designed, 'i`r>6uE�ryr �Qead: , lltioi!;Sine �� ;r . r.oa+ds fatz+don($pdej.. ;wltl t (a 9r3jx.00; anmerk, 0-Self Weight(PLF) 0 to 12' N/A 8.3 1-Uniform(PSF) 0 to 12'(Front) 3'6" 12.0 40.0 Residential-Living Area (^{� USTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products well be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squaw Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ESunder technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_oodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software-operator Job Ndtos` 4/25/2017 11:10:34 Aflll David McLean 66 HARVEY ROAD Forte v5.2,Design Engine:V6.6.0.14 Falmouth Lumber BARNSTABLE (.508)548-6868 davem.c6falmouthium her.coin Page 1 of 1 t Town of Barnstable Building a This Card SoTha �tyis:Vis�bleFrom he:Stre`" A roved;=PlansMust be_Reta�netl9on:lobsand this Card Must be-Ke',t =x � N9'tAW.r. nst�.,.�,�r..::. ya- ,?:"ss r%�.4�s% e•, .et ,,,. ¢ (�. , s„';;x / ; �'�° "t IFin�l`�lns ectionHas"Been:�Made �" � ��'� �� °n' � s'� � �� e sb Posted Un p v g 'as .: ti ,_� .. .�,. ,., h,.= �. /� - � Permit R Where"a Certificateof Occu anc. �s".Re uir_etl such Buildin �sh`aIl�Not be�Qccu ,red untr(a Fina!Ins` ectionhao .be n made ., +a,. �fe�w..«" k; �.dk�..:r'Y�"..;a'�+&~'""ate-__�'r� �,a..�,°`��__.. r �,.,. .._F :.�.�. ., �..>�b�.`�.m:'• ., _i;zs " E�'��.. i.��<v.: Permit No. B-17-288 Applicant Name: CENTRAL CAPE CONSTRUCTIONCO. INC. Approvals Date Issued: 02/24/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/24/2017 Foundation: Location: 66 HARVEY AVENUE, BARNSTABLE Map/Lot:�3�19 108 Zoning District: RF-1 Sheathing:. ' C�ntractorName: CENTRAL CAPE Framing: 1 Owner on Record: HARVEY HOUSE LLC a Address: 7 TOMAHAWK DRIVE r F a CONSTRUCTIONCO. INC. P 2 CENTERVILLE, MA 02632 " Contractor�License 131841 Chimney: Description: Construct new 15'-6"x17'single story sunroom addition on 4' poured st'Proaect Cost: $ 175,000.00 Insulation: concrete foundation.Construct 7 x12 mahogany pt deck Replace all EE Perrnit Free: $942.50 windows with one header change for north gabl6fren&door renovate first floor kitchen,laundry and master bath with'gno bearing , Fee Paid: $942.50 Final: wall changes Date:' 2/24/2017 3 Plumbing/Gas NOTE: Rough Plumbing: N FIRE SEPARATION AND HEAT DETECTOR REQUIRED"IN E� ' h Final Plumbing: Project Review Req: Construct new 15-6 x17 single story sunrotion on 4' Building Official poured concrete foundation.Construct T" 12'mhogany pt Rough Gas: f� deck. Replace all windows with one headerchangefor north a Final Gas: gable french door. renovate first floor k�chen,�laundry and master bath with no bearing wall changes A^ F Electrical 14 9 - NOTE: IRW _ Service: FIRE SEPARATION AND HEAT DETECTOM'REQI!RED IN GARAGE z `" Rough: _ RMCK .. x Final: Low Voltage Rough: Low Voltage Final: Health Final: Fire Department Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O Application # Health Division Date Issued z Y /7 Conservation Division Application Ce Planning Dept. Permit Fee, Date Definitive Plan Approved by Planning Board Historic _ OKH Preservation / Hyannis rtlG£i� Project Street Address Lam' Village MLQ so-CA ihL-CU Owner L G Yl,• tt LL(. k/41 d C �&Wllf*ddress 2 i�- Z Girh T S q,,JM N Cry d j 612 Telephone © " Zt1�1 - s Permit Request r oi'l r2w ct- Q Cw I S�- r /- I SI;0(-Lo 5,XfKC1 S U/V coon y I tl dw d pj �-J' �ail�,e� C c�rCwA'c �wV)PrTI do �(�tiS ,u�r 7J�C )z �►9��o rrr , �/�T 1 e�LI-c:e Ell w)Npdw s. W n10 dwe "elL CiMok— rde, N dkM 61-Mr.-e, ,r�,eN r0 WdkL , Pkd^r. Square feet: 1 st floor: existing proposed 01L 2nd floor: existing 1,1z�Wproposed SAr f_ Total new ?K�j Zoning District P I Flood Plain PO I4 N tAflb Groundwater Overlay N 0 Project Valuation S^ 000 Construction Type Lot Size 12 2 dy Grandfathered: ❑Yes La o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure U Historic House: ❑Yes 44o On Old King's Highway: Lh Yes ❑ No ; Basement Type: ►g Full llt"rawl ❑Walkout ❑ Other pUCw 6r)•-ae.mGr17 t1 Pe_ CV_-ftL S P1)1_1e Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) TO S F Number of Baths: Full: existing new 0 Half: existing X new i Number of Bedrooms: � existing —new IJfV)NO Coc -,)d5 11VIU I /v av Total Room Count (notIf/Gas including baths): existing _1 new 0 First Floor Room Count 6 Heat Type and F If Gas ❑ Electric ❑ Other Air: Z- Yes2 /Central ❑ No Fireplaces. Existing New C) Existing wood/coal stove: ❑Yes �'No Detached garage: C7existing ❑ new size—Pool: ❑ existi,j-, W new size _ Barn: ❑existing4new size_ Attached garage: ❑ existing 0 new siz(4\iSd: ❑ existing ❑ new size _ Other: BUILDING DEP`T. Zoning Board of Appeals . A Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes S No If yes, site plan review# FEB 0 3 2017 Current Use Kesro ew n ti ( Proposed Use Rt- I Piwn MWN D¢smNSTAOU APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 10Y !CO I J LW Telephone Number r) 0 Address License # w 1T MA, 021 Home Improvement Contractor# �3 /% Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A IA C. SOO Sq,• 1t SnIrOw c,0- SIGNATURE DATE 7i 2,u /6 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER V DATE OF INSPECTION:��� FOUNDATION �' o)vZ FRAME MH jr qL*'fi f eix-,A 1 1k(Ucru-1 INSULATIO S—//7/7 le&4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT -' ASSOCIATION PLAN NO. r Town of Barnstable EARMAEM Regulatory Services g ry ery ces MAE& Richard V.Scali,Director 1639." Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize S !�c p N�� Q Lill 4 ry _ to act on my behalf, in all matters relative to work authorized by this building permit application for: R..V (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. Sigirateie of Owner Signa e f Applicant V--A Cd Print Name Print N me Date j fi �( 11 n c1 a1 rho 4 w� j�/)01 TI oo A'WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (Igo CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec. gust).................................................................. ................................................ 110 mph T✓� WindExposure Category................................................................... .............................................................B V 1.2 APPLICABILITY g , / Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a sto ) l V stories _<2 stories V Roof Pitch ............................................................................(Fig 2) .......................................... 1 5 12:12 �/ _ JZ MeanRoof Height................................................................(Fig 2).............................................../.eft 5 33' BuildingWidth,W ...............................................................(Fig 3)..............................................JS 6 ft s 80' BuildingLength, L ...............................................................(Fig 3).................................................M ft 5 80' V BuildingAspect Ratio(L/Ki ................................................(Fig 4)................................................� 5 3:1 Nominal Height of Tallest Gpening2....................................(Fig 4)............................................... 6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...... ........... ........................................................................................................... 6GP4;r@:e-Alflrsonry..... .............................................................. ............................................................... 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general ..........................................(Table 4)............................................... '71 in. Bolt Spacing from end/joint of plate .............................(Fig 5)....................................—t?--in._<6"-12" Bolt Embedment-concrete.........................................(Fig 5)................................................ . in.>7" V Bo .........................................(Fig 5 ........................................... in. _ 15" � PlateWasher............... ................................................(Fig 5)..............................................>_3"x 3"x'/<" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... / Maximum Floor Opening Dimension...................................(Fig 6).................................................. 3 ft:5 12' ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................0 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... (I ft 5 d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)................. Floor SheathingThickness .................................................(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).........................ts ft <_ 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)................... 1 ft 5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................(�.......in. <_24"o.c. Wall Story Offsets .........................................................(Figs 7&8)...........................................Q ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.........................................................(Table 5)..............................2x__6_-�ft in. __lC Non-Loadbearing walls..................................................(Table 5)..............................2x__6-_-) ft in. Gable End Wall Bracing' / FullHeight Endwall Studs............................................(Fig 10)................................................................. 1/ WSP Attic Floor Length................................................(Fig 11)..............................d6,/..0...t -ML ft 2-W/3 Gypsum Ceiling Length df WSP not used)...................(Fig 11)...........................LA...ATtt ft 2..0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................V.0.....tFF r.'L._......... or 1 x 3 ceiling furring strips @ 16"spacing min,with 2 x 4 blocking @ 4.ft. spacing in end joist or truss bays.4 Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)...................................._Z ft V Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... �/ OTC e 1 z L.VL IBC-406Q- (Or)( Gt, nkIVOJ hI?�.V�l� <j AWC Guide to Woodd Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301..2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7).....................................................3_ Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... y Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)................................ ft in. 5 11' Sill Plate Spans .........................................................(Table 9)..................................1—ft 2 in. 5 11' L Full Height Studs (no.of studs)....................................(Table 9)....................................................... 3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans...... .......................................................(Table 9).................................. 3 ft 2 in.5 12' Sill Plate Spans............................................................(Table 9)................................. �. ft-jn.<_ 12„ Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest O enin <6�8' 2 Sheathing Type............. ................................(note 4).............. . Edge Nail Spacing .........................................(Table 10 or note 4 if less)....................... in. FieldNail Spacing..........................................(Table 10)................................................—L-10—in. / . 1/ Shear Connection(no. of 16d common nails)(Table 10).................................................�j..p lr Percent Full-Height Sheathing.......................(Table 10)..................................................... ...................................................�% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2...................... .("t<_6'8" ................................................ SheathingType..............................................(note 4)...............................................y/.6 Edge Nail Spacing................................ ........(Table 11 or note 4 if less)....................... Ll in. Field Nail Spacing..........................................(Table 11)................................................ 1Z-in. l/ Shear Connection (no.of 16d common nails)(Table 11).................................................3...pq, F Percent Full-Height Sheathing.......................(Table 11)....................................................Z% Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... u//- Ratedfor Wind Speed?.............................................................. ...........................................................AP 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use A VCL Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)...U.. ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=86 plf Lateral..............................................(Table 12)......................................I..... L=�&plf Shear...............................................(Table 12)............................................S= `71 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)... T= plf 14 Gable Rake Outlooker......................................... (Figure 20)...........f"J�#ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= jr) lb. Lateral (no.of 16d common nails)...(Table 14).......................................L= I4stb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) .....WSJ / Roof Sheathing Thickness........................................... ............................................K in. z 7/16 WSP I/ Roof Sheathing Fastening............................................(Table 2).................................... .( 4Ge...�Z �� Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 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. fL A'WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 530.1.2.1.1)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 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment Z� -MEN THIS EDGE RESTS ON PAAMING LW8d NAILS AT 6b.c. 11 11 1 1! 11 11 1 Y 1.1 it II 11 1 11 11 11 11 If II 11 It 1 lI 11 11 1 M 1.1 11 11 Ii .{ r 7 11 IL 6 1 tl It N -------------------- IL Y 11 11_F it !1'II tl Q 1 Ir r 'I 11 a li 'p !r IL 1 Z cMo h 1 i n II 1,1 11 J 1 IL I t Z 1 1 It Q 11 If (�1 1 1 II .Q 11 it W 1 It 11 1 li t f fl 1 � 11 11 LI L DOUBLE EDGE NAILSPACING ----- 11 t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A'WC Guide to Wood Construction in High Wind Areas:1.10 mph Wind Zone Massachusetts Checklist for Compliance (7go CMR 5301.2.1.1)1 a xa ; i ei m + FRAMING MEMBERS I (' i EDGE BTFERMEDIAT£ ' z n _ 3 UL __-_.._..___ _______ __.._ice STAGGERED r 3•MMd MAIL PATTERN 3� PANEL PA10E4-EDGE DOUBLE MAIL EDGE SPAUNG oETAL Detail Vertical and Horizontal Nailing for Panel Attachment `WILL. Town of Barnstable Building 'Post This Card SosThai 'Visit,I' `Fcom�the Street-A roved Plans,;:Must be Retained on lob and this Gard Must be;Ke t .. MRt1[f3fABL6, ei lil Permit s �:::: � �,, �•..•,.0 t t, S,� � aI� � '� :�.p`C�. i s c 9 � :�;�'m��, ��„',� ,� ''' �a"• �. ;"�..� .;�;�p �:`��••,4 s. ;Posted 34M .-i x `", yam R W,here a Certificate of Occu aie ris Re' uiretlsuch Buildinshall�Not?be Occu ied;until&a Final;Ins ection;haszbeen made 1 t 1 Permit No. B-16-3104 Applicant Name: Steve(or Lorri) Devlin Approvals Date Issued: 11/08/2016 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 05/08/2017 Foundation: Location: 66 HARVEY AVENUE,BARNSTABLE Map/Lot 319 108 Zoning District: RF-1 Sheathing: Owner on Record: Kai Cole Contractor N me STEPHEN J DEVLIN Framing: 1 Address: 66 HarveyAvenue '° yContractorLic ense CS-047993 2 .� � . Barnstable, MA 02632 Est Project Cost: $30,000.00 Chimney: Description: Re-roof and re-side existing house and existing detached garage. Permit Fee: $153.00 „ Insulation: 3 Project Review Req: Re-roof and re-side existing house and existing detached FedfPaid: $153.00 garage. ®at 11/8/2016 Final: 31 g/ Plumbin Gas PXi 'Ai Rough Plumbing Building g Official Final Plumbing: A,R­kv,V %AA. This permit shall be deemed abandoned and invalid unless the work authorizJn1c by this permit is commenced within six'monthsEafter issuance. Rough Gas: All work authorized by this permit shall conform to the approved appli Cationithe approved construction documents ff6rq hit h this permit has been granted. All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning by taws 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 p blicrmspedion for the entire duration of the work until the completion of the same. Electrical ' The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmg and Fire Officials are provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing Rough: 2.Sheathing Inspection 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 5.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 M G L c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable R�ECEII'�T ` KU& 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit / Application No: TB-16-3104 Date Recieved: 10/19/2016 /63 Job Location: 66 HARVEY AVENUE,BARNSTABLE Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: STEPHEN J DEVLIN State Lic. No: CS-047993 Address: COTUIT, MA 02635 Applicant Phone: (508)420-1340 (Home)Owner's Name: Kai Cole Phone: (310)709-7056 (Home)Owner's Address: 66 Harvey Avenue, Barnstable,MA 02632 Work Description: Re-roof and re-side existing house and existing detached garage. Total Value Of Work To Be Performed: $30,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown.or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Steve(or Lorri)Devlin 10/19/2016 (508)420-1340 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $30,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $153.00 10/19/2016 $153.00 XXXX-XXXX X 00(- Credit Card ......... 4866 Total Permit Fee Paid: $153.00 1 Town of Barnstable *Permit# .�;_/ 3©l ' S C Expires 6 months from issue date BMWSPABM Regulatory Services Fee 9 1639. Thomas F.Geiler,Director it �AlEDMA'�A Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601w X"PRESS PERMIT Office: 508-862-4038 Fax: 508-790-6230 J A N 2 2 2001 EXPRESS PERMIT APPLICATION c Not Valid without Red X-Press Imprint ; J OF BARNSTABLE Map/parcel Number/ / /00 Property Address 6 /}aQ t/E►/ J�f I�F N 57,AFL S `�Residential OR Fj Commercial Value of Work y Owner's Name&Address /4,P'y D A 4 L PO 1 /Z S Contractor's Name /47—,L q^1/76 W11voo- Telephone Number Home Improvement Contractor License#(if applicable) Q l 7 Construction Supervisor's License#(if applicable) F-lWorkman's Compensation Insurance Check o : am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Permit Request(check box) Re-roof(stripping old shingles) Re-roof(not stripping. Going over existing layers of roof) Re-side eplacement Windows. U-Value . 3 3 (maximum.44) Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature expmtrg Town of Barnstable *Permit# A Expires 6 months from is e Fee v�J� � � ; Regulatory Services aMMv MAss. g Thomas F.Geiler,Director �Eo►r►a+' Building Division Elbert C Ulshoeffer,Jr. Building CommissionX-P RES S PERMIT 367 Main Street. Hyannis,MA 02601w Office: 508-862-4038 JUL 6 2001 Fax: 508-790-6230 EXPRESS PERMIT APPLICATIOI'�OWN OF B,4RNSTA Not Valid witliota Red X-Press Imprint Number Map/parcel Property Address p� esidential OR ❑Commercial Value of Work �1 Owner's Name&Address Telephone Ntumber z a — Contractor's Name t419 Contractor License#(if applicable) Home Improvement Co bl Construction Supervisor's License#(if applicable) l7� or an's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner Q t ave orker's Compensation Insurance ------------ Insurance Company Name Workman's Comp.Policy# S C firh 0 0 i„ Permit Request(check box) ❑ Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side 21kepiacement Windows. U-Value - S (maximum.44) . ❑ Other(specify) *Where required. Issuance of this permit does not exempt compliance with other town department regulations.i.e.Historic.Conservation.etc shinature expmtrg rr new vYmaow U11US 9 6- , [3 W O ® 1 1,OTHER # Openings # New Window. - a 7. ❑ L-ill'Removal of Metal or other units requiring modified installation #Openings #of Units 8. ❑ P•-_,.Install new paintable Mouldings Inside Stops#of Openings Clamshell or Casing R#of Openings 9. L3l" QJ,Install new Master Frame #of Openings 10.. jp�—❑ New window units to have double strength insulated glass 7/s"total thickness 11. Qs o' ❑ New window units to have fusion welded sash# 12. ❑ ew window units to have fusion welded frame# 13, � ❑ -Newwindow units to have complete Energy Package consisting Low-E coated, ,. Argon filled insulated glass #of units 14: ❑ i❑ New window units to have Cam Locks)or Latch Locks) `15, ❑ Ism New window units to,have Obscured Glass#' Half = Full _ 16. y O New window units to have half(h)screen(full screen on casement type window) 17. ❑� o,D—Install PVC coated aluminum to window frames'`" Color" ' #of Openings" 18" Caulk and seal windows with 3 point system 19. p Remove and dispose of existing wi2"osand/or storm windows 20. { ❑ Color of windows to be White Timbertone Sandtone Bronze (Special Order Full Engergy Package Not Available) 21. ❑ )� ndowsto have Gnds,. Colonial Diamond p Full ❑9h . Additional info 22. 0 ❑. Total'.#of Double Hungs�• x,. . Total#_of Hoppers Total#of Casements Total#of Awnings Total#of Two Lite Sliders Total#of Three Lite Sliders Std. or Equal Total#of Dead Lite/Pictures Total#of Basement Sliders 23. ❑ Q,_--Special Order Windows(in Addition to Above) 24. 93''0,.Cleanup-All job related debris will be removed from property on completion of work 25. 0-- ❑ Insurance=All workmans compensation and liability is maintained 26. ❑ Warranty—Mailed to customer upon completionandfullpaymentisreceived All Discounts Have Been Applied. 27. Cd,� J Payments—(On non financed orders)is payable to installer on day of installation CJ Deferred Payment,µ Interest ilj�ssrue. 28. All Discounts have been applied Cash Sale Total $r�g�� Less deposit 33% $ Cash Balance $f � Other Payment (if any) $ ,Al OtASH ❑ FINANCED $ does not include interest Balance on Substantial Completion­$ — 4?. If financed,balance payable in monthly installments of approximately$ per month,payable by'-owner-to contractor, but if financed by Owner then Owner will pay said amount to the lending institution plus such interest and credit service charge of said lending institution payable directly to the lending institution loaning such monies to 'Owner'and will execute a Retail Installment obligation and any documents required by such lending institution in connection wl� id loan. 29. ❑ ❑ Additional Information 30. O Work Not to be done "CONTRACTOR IS NOT RESPONSIBLE FOR ANY EXISTING SECURITY SYSTEMS. PLEASE REMOVE ALL SHADES, VERTICALS, BLINDS, CURTAINS,DRAPES OR WINDOW MOUNTED AIR CONDITIONERS, PRIOR TO THE INSTALLATION OF YOUR NEW WINDOWS.INSTALLERS ARE NOT RESPONSIBLE FOR THE REMOVAL OR INSTALLATION OF THESE TYPES OF ITEMS. Notice:If financed,any holder of this Consumer Credit Contract is sab = CONDENSATION INSIDE THE HOUSE DOES NOT INDICATE A WARRAW ject to all claims and defenses which the debtor could assert against. TY PROBLEM. the seller of goods or services obtained pursuant hereto or with-the' =' proceeds hereof.Recovery by the debtor shall not exceed amounts paid SALESMAN HAS NO AUTHORITY TO CHANGE ANY ITEMS OR MAKE ANY by debtor hereunder. I,;Ry,,, ; .,.,. REPRESENTATIONS OTHER THAN CONTAINED IN THIS AGREEMENT AND "OWNER" REPRESENTS THAT NONE HAVE BEEN MADE TO OR "OWNER REPRESENTS TO HAVE READ AND RECEIVED A DUPLI RELIED UPON BY "OWNER". YOU ARE ENTITLED TO A COMPLETELY CATE ORIGINAL OF THIS AGREEMENT AND TO BE THE AUTHO- FILLED IN DUPLICATE ORIGINAL OF THIS AGREEMENT. RIZED AGENT OF ALL "OWNERS" OF THIS PROPERTY UPON °'YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY WHICH THE WORK OR THE MATERIALS ARE TO BE SUPPLIED. TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY NOTICE THE HOME OWNER(S), GUARANTOR(S), LESSEE(S), AFTER THE DATE OF THIS TRANSACTION. SEE ATTACHED CO-SIGNER(S). NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF Contractor,at the expense of owner,shall procure all permits required THIS RIGHT. ON ALL ORDERS CANCELLED AFTER THE RECISION by law as follows. PERIOD, CUSTOMERS WILL BE RESPONSIBLE FOR A 45% 1: Owners who secure their own permits will be excluded from the. ADMINISTRATIVE AND RESTOCKING FEE. guaranty fund provisions of MSL Chapter 142A. 2. Any person who shall have--co-signed, guaranteed or signed any THE COMPANY WILL DEPOSIT ALL MONIES RECEIVED FROM credit application or note relating to this agreement hereby accepts to be bound by this agreement. IN AN ESCROW ACCOUNT AT CHASE MANHATTAN BANK #105-1- 3. Owner(s)represents that the contents on the back of this agreement 062089 WITHIN FIVE BUSINESS DAYS OF ITS RECEIPT. is a true part hereof and has been read and accepted by Owner. Date 4.ALL INSTALLATION LABOR GUARANTEED 1 (ONE)YEAR. Do not sign this agreement before you read it or if it contains any blank space or if it does not contain everything agreed upon. Print . Salesman's Named �� 1 j /���(/!7/i� Signature / (Customer Sign Here) THE •� �'� The Town of Barnsta le 16 9. Department of Health Safety and Environmental Services Army" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner April 18,1997 Randall F.Powers P.O.Box 471 Barnstable,MA 02630 RE: 66 Harvey Avenue (M-319/P-108) Dear Property Owner: Our records indicate that your house at,66 Harvey Avenue,is currently being used as a two-family home contrary to Barnstable Zoning Ordinances. You must contact this office as soon as possible to either: 1) apply for a building permit to restore the property to a single family home. 2) apply to the Zoning Board of Appeals for a variance 3) prove that these are legal two-family. You must contact this office immediately to tell us what direction you wish to take. Sincerely, Gloria M.Ur enas -- Zoning Enforcement Officer GMU:lb CERTIFIED MAIL-P 339 592 283 f9703I I t ` TOWN OF BARNSTABLE 8I3POHT S'n H EMENTAY/CONTINUATI 18BPOHT IleJNANE (LAST, FIRST, MID LE) DIVISION /DX 2 O—A . it ct NOTE DETAILS OBSERVATIONS-ITEMIZE EVIDENCE, SERIAL IS ETC- 1 (o Aq z ve C wive O O CG{� 11 T P 4.) 2Tf IL 3O2. S te. ri✓ I --i2z- �- e ti CAP 7? e�Qrt 1 o2 PAGE t �BMITTED BY/� �� /O �9�x S x i / \u icy :t o v ' t �� � lal�T/F/ED PLOT PLi�IL! BA,e�ST'Fq 8 L E -d C.AT/O/V� �. rl�R�.E : i„_ � • . DATE : c�c7: z9- /98S � � . �'FE�c'EJVCE : LOT —T fl5s,e5. MAP. 319 /08 FG.voa zow °P�tN CERTIF?! THt4T ot.JAJ OAJ 7NI�5 G[-AKI /S GocATlEb CXJ TH6, GEORG G� ntlAlb f�� SHoWiV HE�EoAl. .:. _ LOW N 2 wt{4 -. _. su ': _�' d GJ � . Gil E L_.L E�2, �n� . - - ,'�•�,:�:.� .. iz -' Y�912/")bUTN MAt55 . DA?'E , ..3/9- /off®.� � ��i'• 7�� ��' Assessor's map and lot number ... MUST THE rot INSTALLED IN COMPLI Sewage Permit number ...(�t..... ...... WITH TITLE 5 • STABLE, i House numberENVIRONMENTAL CODE � AM. ........................ ........:................................... 1639- TOWN REGLI ION �0Uri e TOWN - OF. 3 -BARNSTABLE j BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,,.�, r..... . ..... . ..........r,...... r. , ............ TYPE OF'CONSTRUCTION .�4.- .c ....�� .d1L?w........................ . .............................................................. .. ..... ....................19.c TO THE INSPECTOR OF BUILDINGS: The unde ned hereby applies for a permit according to the following information: Location .......... '��.az, . .............. 4.. ...... ........ . .................................... ProposedUse ........ .................................................. ..... ..... ..........................................I............0............ Zoning District ... ��.. ..�2F'.....................................................Fire District ...�.......... ............................. .......... Name of Owner ...,\,.ts,,. � ..��a,1,Q�c�..........Address .. ........ �z,�, ��. � . . Name of 'Builder ....... .Z Address .. "... .. t�.. .(1:�y�� Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation s . ,.<.................................................... �Jt! c�t.G� ...... .............................Roofing ..Exterior .. . . . ..................................................... Floors ................................................. ....................................Interior ......:............................................................................. Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate. Cost .......)Q..=.G.O.D..:.��.U.......... ................ Definitive Plan Approved by Planning Board --------------------_--------___19--------: Area ...... ...... ........................ Diagram of Lot and Building with Dimensions Fee ...../..1! ............................ SUBJECT TO APPROVAL OF BOARD'OF HEALTH O j 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 ..�► .. . ............................ Construction Supervisor's License".`....60..f..�.�..... POWERS, RANDALL No 25286 Permit for Build Garage .. ......AccessorX ..to Dwelling................. Locati �.HarveX..Avenue............................ r Barnstable ............................................................. i Owner ....Randa;ll...PoWers......................... '_ Type of Construction .Frame............................ ........ . ..... .................... .................'........... Plot ...................... Lot'. ......... ~Permit Granted ...July..�.c `3r ...19 8 3 �..1 G . Date of Ins ection/ 9 Date o le d ........................ .< ...19 4. e ? - 7 as sor's map. and lot number ... .......... . ok E Sew -7, ewage Permit number 33AWSTABLE, House use number ...........................6.,4................................. V MAO& O t639- a MAI Ar, TOWN OF BAgNSTABLE BUILDING 11SPECTOR •APPLICATION FOR PERMIT TO ..... .......................................................... TYPE OF CONSTRUCTION .............15 ............................................................................ ............... ..................19.& TO THE INSPECTOR OF BUILDINGS: II The undersigned hereby applies for a permit according to the following information: Location ......6,6...... A-Y-e� ... . ...... ........................ nx.&ZI.......... ..................... Proposed Use ................ ...... -v-L- 2- ZoningDistrict ........11+-4 .....................................................Fire District .............................................................................. Name of Owner ddress .............................. .. ...... Nome of Builder ....V,--- -c—..Address ...... ................................. Nameof Architect .........)9.6k.t9. .........................................Address .................................................................................... Number of Rooms ..................................................................Foundation ...../L ./ -i . ...2—,?.j—1110 OL Exterior .... /-,�....................................Roofing -s�x� . // .....1. ... Floors ...... .............................................................Interior ........ ..................... Heating .......Fly ...... X../.....................Plumbing ........................... . ........................................... Fireplace .............. .....................................................................Approximate Cost .......... ... ..!Lq.................................. ..... Definitive Plan Approved by Planning Board ----- -------------- Area ....t� ....... .................. Diagram of Lot and Building with Dimensions Fee ........99 Ise,-2s..................... ................ SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town a Barns garding the above construction. the Town a Name C. ,jBarns..............g.a.rding the.................... .. . .... ................ . . . ........ .... Construction Supervisor's License .................................... cS, FRANDALL & MARJORIE Build Addition o .....28656. Permit for ..................... ............ t. E , r[ ..........Ungle Family....?. f 11 "g..................... Location- ..............:........... K ..................... .................................... r ' Owner.......F.x z?dall„&..Mari•orie• Powers Type of Construction ....FraMP........................... r ............................ ................................................ r F - Plot ............................ 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DRAWS Pais JOB �� _ �SP i�T�: �`" PROJECT TITLE ' X- AJOPLTI l :3 G =""—k 06 .a IJ r;. 7 RECEIVED :s = - } MAY 1 7 20.17. �7 GROWTH M 4_ GElVIEIVT ¢ W q r f - �, .. y. ..:�., f _.. ...` .,,,,.,._«1,_ } •-_,...- , } i # f I` I i + R /+� ."'�gg��,,'#. Icy a a _ � YVZ A", t .,.- ,J 9 Z s. ,p� t' R' 4 3' t t tic G t I _ Pp A.t rW • , x #. 7' e. C , 7 Cl� ♦� �._e..., ,.,. € :._� � :• ..n . '< �., W` ,sa CoBfi! �PjJ��29 �3'11E3 rICCXP�! t - a t9� t�_'��3�A!`, l9: -cam s , +.r 0 M . DWG NO, SHEET OF t FJfi T ZZ= ....... ....-..ter. �:...-m.,...�m.,-...� i I V ((ttr , e r. 13 S�ls� a PRO if, yain i - } RECEIVED MAY 17 2017 MANAGEMENT GGROWTH1VIENT f E U L f � � s 0of � m 'Street Goluif;AtA A-420-t W I r; ,I RA#�� �„�tr�er#imr�, + 11 42 DECHECKQg - k ( t� %Awe —T.µ 'JOB No �. t � w GENERAL NOTES «► LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY. PROPERTY CONNECTED TO TOWN SEWER. ° f ZONING DISTRICT. RF--1 PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON—HAZARD ZONE X. BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001 CO558J WITH A MAP EFFECTIVE DATE OF JULY 16, 2014. LOT COVERAGE: r. e y, " LOT AREA = 12,208 S.F EXISTING DWELLING, GARAGE, & PORCHES = 2,594 S.F. (21.2%) PROPOSED ADDITIONS = 349 S.F. LOCUS MAP NOT TO SCALE TOTAL PROPOSED LOT COVERAGE BY STRUCTURE = 2,943 S.F. (24.1%) DEED REFERENCE: BK. 1113 PG. 148 BK. 1576 PG. 214 BK. 1799 PG. 122 BK. 21701 PG. 319 BK. 29460 PG. 204 BK. 29973 PG. 53 LOT 13 LOT 15 BK. 20476 PG. 139 PLAN REFERENCE: BK. 3 PG. 77 ! BK. 21 PG. 91 FM HARVEY AVENUE ( PRIVATE N 20 FT. WIDE ) r 160.00' _ FM iI.Fig" S37'?5_QO LOT 14 12,208 S.F. PROPOSED ADDITION (265 S.F.) 7HL4 PLAN MAY NOT BE ADDED TO. DELETED FROM. Olt ALTERED IN ANY WAY BY ANYONE-OTNEI' s i 39.5' THAN CAPE h ISLANDS EMO NEERIN06 W_ UNLESS AND UNTIL SUCH TMIE AS AN ORMAL(RED) STAMP APPEARS ON 7W PLAN NO PERSON M �0,� EXISTING O LOT 18 OR PER9OM IN1tKRAL OR PROM OF AL MAY MY UPON THE WORMAIM CONTAM LOT 12 n in 6 0 M HEffift AND M PLAN REMAINS THE PROPEtm OF CAPE AM ISLANDS o+OwEER K wG 1 1 N Q� DECKOSED z Q EXISTING (84 S.F.) GARAGE w AITS DaS JWWON Br APpR OwNaR Ol Rit(.bm RINSE STATION 39.5' HARVEY HOUSE, LLC 15.3' aO 9 TOMAHAVY DRUM 160.00' N37'25'00"E p APPLIGN4` FM m HARVEY HOUSE, LLC 7 TOlM AVir DIM 59 LOCUST LANE 65 LOCUST LANE CZN?BRi?Lf.S. MA OUM 08 12887 PG 47 DB 24512 PG 226 pRovecr CERTIFIED PLOT PLAN 66 HARVEY AVENUE rN BARNSTABLE, MASSACHUSETTS t%A OF Al4S39c SIsiSIH'NO.: f OF f DA7'B: 12 8 f6 LEGENDWA C. �„ AS N07BD u No 52282 r• Aff GAWW Dr. AIC DRAWN Dr. MC EXISTING DESCRIPTION PRSPAR 0 BY- s__ufNV CAPE & MANDS ENGINEERING p CONCRETE BOUND ``-` CiViL E]4ME BUM-LAND SURVEYING-ENVIRONMMTAL PETtMrMNG Tw • STONE BOUND I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SUMMERFIELD PARK (506)477-7272 IRON ROD SHOWN AND THAT THIS MORTGAGE INSPECTION WAS PERFORMED IN ACCORDANCE 800 FALMOUTH ROAD,SUITE 301C www.CapeEng com 0 20 50 l oo WITH THE TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS AS ADOPTED MASHPEB,MA 02649 email:info@►Ca ENGxom 0 IRON PIPE BY THEENGINEERS,� S SSOCIATION OF LAND SURVEYORS AND CIVIL DRAff7NO raze. � CERTIFIED PLOT PLAN IRONROD W/ CAP SCALE: 1 ZO' � F MATTHEW C. COSTA P.L.S. DATE izb3 & PROPERTY LINE AsssssoRs DITr17R1fAfW MAP 319 K= 108 GENERAL NOTES LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY. PROPERTY CONNECTED TO TOWN SEWER. ZONING DISTRICT. RF-1 f , r°, , , r* « PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF � # ° ♦ '�` NON—HAZARD ZONE X. BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001 C0558J WITH A MAP ' EFFECTIVE DATE OF JULY 16, 2014. W3 +; t LOT COVERAGE: i J. . „ LOT AREA = 12,208 S.F „ R;,, ♦ EXISTING DWELLING, GARAGE, & PORCHES = 2,594 S.F. (21.2%) PROPOSED ADDITIONS = 349 S.F. LOCUS MAP NOT TO SCAommma LE TOTAL PROPOSED LOT COVERAGE BY STRUCTURE = 2,943 S.F. (24.17.) DEED REFERENCE: BK. 1113 PG. 148 BK. 1576 PG. 214 BK. 1799 PG. 122 BK. 21701 PG. 319 BK. 29460 PG. 204 LOT 15 BK. 29973 PG. 53 LOT 13 BK. 20476 PG. 139 PLAN REFERENCE: BK. 3 PG. 77 BK. 21 PG. 91 FM HARVEY AVENUE BUILDING DEPT ( PRIVATE N 20 FT. WIDE ) r 1 so.00' FM FEB 0 3 2017 j FM S37 52_'00 I' TOWN OF BARNSTABLE LOT 14 ri 12,208 S.F. N PROPOSED ADDITION W (265 S.F.)it 39.5' 7"SIMM PLANE MAY��O°EMW mow, ae WERM 04 MY WAY BY ANVW o� o EXISTING UNLESS AND UNnL SUCH HIVE AS AN UN AL (RE)) STAMP EN6tN APPEARS(IN 7M PLAN NO POM M 0 DWELLING o LOT 18 OR PE MOM Mt"CIPAL OR PUBW MMAL.MAY RELY UPON mE WWMArM CONTAHM LOT 12 0) 19 I�6 M 0 NEREU% AND IM PLAN REMAW 1NE PROPERTY OF CAPE AND LSMib6 E 0r^ wC 1 n � (o 04 PROPOSED to EXISTING DECK Z GARAGE (84 S.F.) auv atre D8sc8lmom gr APPR owim or RsaorRk RINSE STATION 39.5' HARVEY HOUSE, LLC 15.3' ao 7 rOMAHAV1C DR= °D 160.00' -.� CCNMJtVZ=. MA 0 &U FMN3T25 00"E p �P�� HARVEY HOUSE, LLC 7 TOMAMWAr DRAB 65 LOCUST LANE CTN=XVl=, MA 02"8 59 LOCUST LANE DB 24512 PG 226 Piw"cr• DB 12887 PG 47 CERTIFIED PLOT PLAN 66 HARVEY AVENUE W BARNSTABLE, HASSACHUSETTS �. sassr No.: I or t DAra: 12 6 xole LEGEND ` .� NorBD T. EXISTING DESCRIPTION " p ` Q CAPE & ISLANDS ENGINEERING CONCRETE BOUND aw mmmm-LAND SURVEYING-8fVR NM0ITAL PMMI1lM ■ STONE BOUND 7NL0iRPO Tm I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SUMMEMELD PARK (Spg)477-7272 IRON ROD SHOWN AND THAT THIS MORTGAGE INSPEC11ON WAS PERFORMED IN ACCORDANCE BW FALMOUTH ROAD,SUITE 301C www.CapeEng oom WITH THE TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS AS ADOPTED �HPEE•MA02649 email:info@Ca ENG.com 0 20 50 00 p IRON PIPE BY THE MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL DRArme rnzwr. ENGINEERS. INCORPORATED. 4 CERTIFIED PLOT PLAN IRON ROD W/ CAP SCALE: 1 = 20 PROPERTY LINE MATTHEW C. COSTA P.L.S. DATE Z j M7VJU l70*: MAP 319 BUXK 108