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0059 CYPRESS POINT
a { 49 _------ x o 0 Town of Barnstable Building "'�' —� .F ,,.;y# '� .�,�.��. ;s s x� :'-... a, y f���-�•� � `� ��.es�z'::'. 'fig �' �^.�?: i,i `� . ., .�-.s.=" €,. �°3"' g s Post This Card So That�t�s\/is�ble:From the Street Approved Plans Must be Retarneon J,ob and this Card Must be Kept �! {ARNSYASIt. M Posted Until Final Inspection Has BeenMade �� ' " �d a6Q Permit W e.e a Ceet ficate of Oceup�ey s Required;such Buililmg shall Not be 6ccupied urtiti�t a F nai Inspection has been made Permit No. B-17-3998 Applicant Name: Brian Olsen Approvals Date Issued: 12/14/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 06/14/2018 Foundation: Location: 59 CYPRESS POINT, BARNSTABLE Map/Lot: 349-088 1 Zoning District: RF-1 Sheathing: Contractor�Name�,;",.BRUIN CORPORATION OF Framing: 1 Owner on Record: MCABEE,JOHN P&CATHLEEN D �,• g� 'ATTLEBORO Address: P O BOX 367 ' 2 .Contractor'License. 104439 Chimney: YARMOUTH PORT, MA 02675F � �� . Description: 20 hours of air sealing work,200 sq ft of damming in the attic,2705 � xEst Protect Cost: $14,000.00 sq ft of blown cellulose in the attic, Install 2 roof mounted flapper er Pmit Fee: $121.40 Insulation: vents. Install 1114 sq ft of 2" rigid board in tkei crawl-'s'pace s ' Final: Fee Paid: $121.40 Project Review Req: _ r Date " 12/14/2017 g01 � Plumbing/Gas Rough Plumbing: Final Plumbing: s, ,Building Official This permit shall be deemed abandoned and invalid unless the work authorized'by this permit is commenced within six rno4" after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application a;nd the approved construction documents for whichxthis permit has been granted. ', Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning1by laws"and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the 31 work until the completion of the same- r � � �' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and"`Fire Officials areprowded ow this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:' r{ : RE 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 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. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable RE�c�E�iPr 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-3998 Date Recieved: 11/16/2017 Job Location: 59 CYPRESS POINT,BARNSTABLE �✓ Permit For: Building-Addition/Alteration-Residential Contractor's Name: BRUIN CORPORATION OF ATTLEBORO State Lic. No: 104439 Address: 479 Mount Hope Street, N. Attleboro, MA Applicant Phone: (508) 695-8222 02760 (Home)Owner's Name: MCABEE,JOHN P& CATHLEEN D Phone: (508)246-0900 (Home)Owner's Address: P O BOX 367, YARMOUTH PORT, MA 02675 Work Description: 20 hours of air sealing work,200 sq ft of damming in the attic,2705 sq ft of blown cellulose in the attic, Install 2 roof mounted flapper vents. Install 1114 sq ft of 2" rigid board in the crawl_space 4 Total Value Of Work To Be Performed: $14,000.00 _ r•- Structure Size: 0.00 0.00 0.06 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). 1 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: Brian Olsen 11/16/2017 (508)695-8222 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $14,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $121.40 11/16/2017 $71 40 XXXX-XXXX-XXXX-� Credit Card 3637 _ Total Permit Fee Paid: $121.40 ,. 11/16/2017 $50.00 XXXX-XXXX-XXXX- Credit Card 3637 N ATH TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �4 Map Parcel Application#C� O I D Health Division Date Issued CAW Conservation Division Application Fee Planning Dept. Permit Fee f Lf -7 ` )� Date Definitive Pla proved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village CLA M M Al�l.l 1 D Owner aO A I 41W�? M O � Address PAE Telephone GOB 2_ - 0 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain a Groundwater Overlay Project Valuation*o' GOl) ConstrGction Type e4wrl Lot Size �Z 2, 2011 �/� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family (# units) 1 Age of Existing Structure �o 5 Historic House: ❑Yes Mlo On Old King's Highway: &Vees ❑ No Basement Type: ❑ Full 2116rawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ftV- Number of Baths: Full: existing 0 i new Half: existing new / Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: W'Gas ❑ Oil ❑ Electric ❑ Other Central Air: A*Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ff-N-o Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization U Appeal # Recorded ❑ .w Commercial ❑Yes Ulf No If yes, site plan review# Current Use 4 li-51 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number eD Address �-3 �.©f�FIST -- - -- License # 2 J e : RNSYAR L Z(erb Home Improvement Contractor# Worker's Compensation # yic I (02 0 m 4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO LbcA-- LAI�I F SIGNATURE // DATE _c2 // FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. - < ADDRESS VILLAGE OWNER DATE OF INSPECTION: = N�sQ Fla �.►e�or,��e�i�r� { FOUNDATIONSa( - ! FRAME P=-- - 7 -r M,a;r,(y ��- F x INSULATION FIREPLACE 2 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED:OUT r C ASSOCIATION PLAN NO. i PROJEC ADDRESS:J PERMIT# PERMIT DATE: ��! I..A4 M/P: LARGE ROLLED PLANS .ARE E�: BOX' A-9 SLOT Data entered in MAPS program On: a B Y: x of�rpy, f ]3ABNSTABLE, MAS& Town of Barn' stable 9 Regulatory Services Thomas P. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barns table.in a'.us Office: 508-862-403 8 Fax: 508-75 0-6230. Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize::R�A(VY) 64ui ,(' I nC to act on my behalf, in all matters relative to work authorized by this building pemvt application for: CLA ,Prrss �-T ( �- ddress of Job) Si tore of Owner Date Print Name If Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. C:1Usersldccollik\AppDatakLDca[\MicrosoftlWindowslTcmpomry Intcmct FilcslCDnttnt.out)ooklDDV87AA-71EXPPESS.dOC Revised 0721 10 Town of B.arnstable of T� Regulatory Services ? Thomas F. Geiler, Director - '� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.t6wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone Y work phone# CURRENT MAILING ADDRESS: city/town ' state zip code The current exemption for"homeowners"was extended elude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire' ho does not possess a license,provided that the owner acts as supervisor. DEFINITION F HO EOWNER Person(s)who owns a parcel of land on which he/she r ides or i tends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detache structures a essory to such use and/or farm structures. A person who constructs more than one home in a two- ear period shal of be considered a homeowner. Such "homeowner"shall submit to the Building Official a form acceptabl to the Building Official, that he/she shall �e responsible for all such work performed under the uildiripermit. '(Sect n-109.1.1).' The undersigned "homeowner'assumes respons ility for compliance with e State-Building Code and other applicable codes,bylaws,rules and regulations The undersigned"homeowner"certifies that /she understands the Town of B table Building Department minimum inspection procedures and require tints and that he/she will comply wi aid'procedures and requirements. Signature of Homeowner Approval of Building Official + Note: Three-family dweIlin s containing 35,000 cubic feet or Larger will be required to comply with the State Building Code Section 127.0 C nstruction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any hbtne er performing work for which a building permit is required shall be exempt from the provisions of this section(Section I09.1.1-Li=r1Sing•o construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as sup isor." Many homeowners who use this empdon'arc unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construe'on Supervisors,Section 2.)5) This lack of awarcncss often results in serious problems,particularly when the homeowner hires unlicensed perso s. In this case,our Board cannot proceed.against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supc isor is u)timaWy responsible.. To ensure that the homeowner is 11y aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she undo ds the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fDrrn/ccrtlfleatlon for use in your community. Q:forms:homccxcmpt TOWN OF BAIJ,STAB .. f IAN - 2 e McKEN`ZIE ENGINEERING CONSULTANTS ,�„,„, ,� . sttuctuwl•civil•environmental ��•1;v3�����-✓��� October 11,2011 Mr.Thomas Perry:. Building Commisioner Town of Barnstable y 7 200 Main Street Hyannis, MA 02601 RE: McAbee Foundation, 59 Cypress Point, Cummaquid k¢ Dear Mr. Perry t nt McKenzie_Engineering Consultants,Inc completed a checklist review for the proposed 'x addition to t� hh Abee house located at 59 Cypress Point in Cummaquid. We.provided a stamped letter and plans for Thomas Moore Design. The contractor notified our office that the foundation for the addition was constructed using concrete masonry units instead of the proposed poured concrete foundation. Additionally,the foundation was build as a crawlspace instead of the full height wall z y originally proposed. The contractor reports that the CMU units were reinforced with a ` #4 rebar every 3 feet and the cells were grouted solid where reinforced. The anchor bolts were set 7"into the CMU,which is not in accordance with the requirements of the l checklist which requires 15' embedment. We completed a review of the uplift, shear, and lateral loads on the addition and find that the 7",embedment of the anchor bolts is ' adequate to resist the design wind forces. Therefore,we find that the CMU foundation as constructed is adequate to support the design loads and is in accordance with the E requirements of the building code. If there are any questions., feel free to give me a call. Sincere y, k A. McKe. ,I 90US y res., McKenzi ltants,Inc N 1279 Millstone Road Brewster,MA 02631 774.353.2144 f 774.353.21.42 www.mckengineers.corn r REScheck Software Version 4.4.1 Compliance Certificate Project Title: ADDITION/REMODELING FOR Energy Code: 20091ECC Location: Brewster,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6058 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: KATHY&JOHN McABEE BILL RILEY THOMAS MOORE 59 CYPRESS POINT RYCON CONSTRUCTION THOMAS A.MOORE DESIGN CUMMAQUID,MA P.O.BOX 212 COMPANY BARNSTABLE,MA 02630 949 LONG POND ROAD 508-221-1380 BREWSTER,MA 02631 508-896-6403 Compliance: Compliance:1.9%Better Than Code Maximum UA:106 Your UA:103 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or ff•• Perimeter • Ceiling 1:Cathedral Ceiling(no attic) 414 30.0 0.0 14 Wall 1:Wood Frame,16"o.c. 324 19.0 0.0 15 Window 1:Wood Frame:Double Pane with Low-E 69 0.320 22 Wall 2:Wood Frame,16"o.c. 256 19.0 0.0 13 Window 2:Wood Frame:Double Pane With Low-E 35 0.320 11 Wall 3:Wood Frame,16"o.c. 98 19.0 0.0 3 Door 1:Glass 40 0.320 13 , Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 352 30.0 0.0 12 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date - Project Title:ADDITION/REMODELING FOR Report date:05/09/11• Data filename: Untitled.rck Page 1 of 1 - 71h Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist Mc K E N Z I E Summary of Construction Requirements ENGINEERING CONSULTANTS project: McAbee Addition, 59 Cypress Point, Cummaquid structural civil•environmental • Per review of location, site is Exposure B • The Mass Checklist has been satisfied for the proposed addition. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts spaced 72" o/c with minimum embedment of 7"into concrete. Additionally, a bolt must be placed between 6"and 12" of each corner. All sill plates to be connected using 3"x3"xl/4" square plate washers. Floor Construction Requirements: x o First two joist bays of the floor framing to be blocked with 2x lumber or TJI material 4' w 1 on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6" spacing at the edges and 12 inch spacing in the field). z 3p rx , � Exterior Wall Requirements: f. � tRP pg� ' 0 All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior s 'walls to have a splice length of 2 feet and splices are to be nailed with 8— 16d nails in £' accordance with Table 6 in the WFCM 1108 booklet. Nailing of plates to studs to be u with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for walls on all elevations. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required, and for openings 10-12 feet wide, 4 king studs are required. For shear and uplift connection of the sheathing, the sheathing is to be nailed 6"on center at the edges and 12"for all elevations. All nails are to be 8d or equivalent gun nails (.131 x 2 %2"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of the walls (Note 4 Sheet attached). The exterior wall on the gable end requires balloon framing with full height studs due to 1279 Millstone Road the cathedral ceiling. Brewster, MA 02631 t 774.353.2144 F 774.353.2142 www.mckengineers.com Roof Framing Requirements: Roof rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between rafter bays toe nailed to the rafters with 4- 1 Od nails per side. If blocking is not desired, Simpson H-10 or H-14 hurricane clips can be substituted and installed on every rafter. All clips to be installed in accordance with Simpson requirements. Collar ties are required within the upper third of the roof height on every rafter connection or use Simpson LSTA 18 straps over top of roof sheathing across ridge on every rafter nailed in accordance with Simpson requirements. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6" on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2011 catalogue for all strap, hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans by Thomas Moore Design and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the win MARK A. zlE p, k A i ie ���� Pres., Mc ng Consultants, Inc. Atch: Mass. Checklist i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 me-Abet,bet, AcW ti tol Check 59 C'YeaBS'S Ior ,vjr ►w � LUy0A"6t n 0 Compliance 1.1 SCOPE L� WindSpeed (3-sec. gust)................................................................. ...........................I......................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_L stories <_2 stories 1G RoofPitch ..........................................................................(Fig 2) ........................................... B%/L_<12:12 MeanRoof Height ..............................................................(Fig 2).................................................L'ft <_33' v BuildingWidth, W ..............................................................(Fig 3)................................................ 2L ft <_80' BuildingLength, L ..............................................................(Fig 3).................................................. Zft _<80' c� Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................�_<_3:1 v Nominal Height of Tallest Opening Z ...................................(Fig4 <_6'8" 9 )................................................� 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)............................................................... ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ✓� ConcreteMasonry .................................................................... ............................................................... A* 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..:.............................. ........(Table 4).................................—f—... �in. Bolt Spacing from end/joint of late ............. ....: ........(Fig 5)............................................_in. �n >7" r/' Bolt Embedment—concrete......................................'... Fi 5)........ .. .. ... . ...... ............... in.>_ 15" P 9 J P 9 .............. � it Bolt Embedment—mason (Fig5 ...................... PlateWasher...............................................................(Fig 5)..............................................>3"x 3"x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................-4a ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... _LVl1 Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................................Oft <—d ✓' Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._Qft <_d FloorBracing at Endwalls...................................................(Fig 9)...................................................I........... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............Mt vvlk.A— Floor g .............(per 780 CMR Chapter 55).. Floor Sheathing Thickness ................................... ..................... 3 in. V— Floor Sheathing Fastening..................................................(Table 2).._ifdnails at_,j�,in edge//7.�n field tl' 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)....................:...... ft :510' Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................lift <_20' ✓ Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................../A in. s 24"o.c. t� Wall Story Offsets ............................... (Figs )............................................_ ......................... Fi s7&8 Oft sd 4.2 EXTERIOR WALLS3 Wood Studs ........ able 5 ..............................2x - ft in. Loadbearing walls.............................................. . R } Non-Loadbearing walls...........................:....................(Table 5)..............................2x_-J ft jL in. _LZ Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. WSP Attic Floor Length...............................................(Fig 11)............................................. ft>_W/3 A/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft>_0.9W AM and 2 x 4 Continuous Lateral'Brace @ 6 ft.o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate �. Splice Length ........................................................(Fig 13 and Table 6).................................... � ft Splice Connection (no. of 16d common nails).............(Table 6)......................................................... —� . t AWC Guide to Wood 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)..................................................... ✓' Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._Z ft 19 in.<_11' 41� Sill Plate Spans ........................................................(Table 9)...................................-V ft T-in._<11, no.of studs .... .... ............� 9 )...................................(Table 9)..................... ......... ..... ram' Full Height Studs ( Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................�ft 'O in.<12' Spans Sill Plate S ...............................................p (Table 9).................................. ft O in._12" Full Height Studs(no. of studs)....................................(Table 9).......................................................<?� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..:..........................................................................10.<6,8" SheathingType..............................................(note 4)...................................................... v' Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................V!iField Nail Spacing..........................................(Table 10)................................................. ✓' Shear Connection(no. of 16d common nails)(Table 10)....................................................... 3 Percent Full-Height Sheathing.......................(Table 10)............... 3A% t/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2...................................................................... r8<6,8„ SheathingType......................:.......................(note 4)......................................................_6Q�L Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................in. Shea Connection ) ........ f..in. no.of 16d common nails able 11 ......................... .... . Percent Full-Height Sheathing.......................(Table 11).................................................... ° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... i✓A Wall Cladding Ratedfor Wind Speed?.....................................:....................... ............................................................... AZ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ....................................................(Figure 19).............. ft s smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 70plf Lateral.............................................(Table 12).............................................L=_A Of Shear...............................................(Table 12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20).............: J,,ft<_smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................LR'W7F . Roof Sheathing Type...................................................(per 780 CMR Chapters 58 anrd,,�59) ........ _lL' Roof Sheathing Thickness........................................... .............................................�in.>_7/16 l� Roof Sheathing Fastening...........................................(Table 2)...............................................�Fi/ 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. ti . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)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 -MEN THIS EDGE R MM ON FPING LW8d!NAt$ A78'b.c II 11 . 11 11 IL 1 11 I 1 I 11 Id II 11 11 I 11 II 11 11 II II 11 11 1 11 II 11 ' N 1•I ,[ I 11 11 II 3 1 ' 1 11 IL O I 11 Il ao n fl Q 1 � Q it 11 It Q 1 Ir 1 I 1., 11 � ii II g 1 i 11 11 Ir Y.j 1 IL II Q II 11 W 1 H 1 I 1 11 11 l l I I 11 tl t DObM.E EDGE -- NAILSPAGING +,i }_ PANEt � iy See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in.High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 1 a 1 6 z N 1 +1 1 1 f I a tlQ ' FRA6{INGMEMSERS 1 EDGE RaTERMEDIAT£ `�"�1 1 i e I �j --- ------- --- �1���. 1 1 1 1 = g GAIN. STAGGERED ��Mr+L NAIL PATTERN PANEL PANV E'.DGE DOUBLE NAIL EDGE SPAMG DerAL Detail Vertical and Horizontal Nailing for Panel Attachment ' R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 34 Parcel UPS _ Application # ( �-�� Health Division_ Date Issued Conservation Division _ Application Fee : Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation i Hyannis _ Ici1C-( �lf `1 Project Street Address 6 9 e q okE_s ?®l ki 7- Village C+U4A4A0U_/1�) OwnerJc)'u UeA CATWy I` oc& Address 3-A"O Telephone Permit Request TO- 0D&J5T"A-Ci_ Ti_0 7)6ZME,2S IUTO rtAHj LL, ewH mu_ uisR , T )ZE?L.gW 0IN-N-W5 DU P.W Cat.F_AHLy4 2pUM Wf R (Z)15 0 1G WUe5 � C�� is -L(Tc Fiz�D FO&CAS � io KEfLfice L1u1&_J6Q-JoH Za9_SL_471)&L [J1,�a,0 a- Ma�AxA CouA !O UTw�ics Square feet 1 st floor: existing:z�7 proposed 2nd floor: existing proposed —Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � a�•w Construction Type WWb Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) _ Age of Existing Structure 3�4g-5 Historic House: ❑ Yes ff No On Old King's Highway: M Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing _.new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing_ New _ Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑existing ❑="new Vze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: C% { Zoning Board of Appeals Authorization ❑ Appeal # Recorded LJ cri Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use s APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 101UJgHAiLZy WAJ Z6'c PI Telephone Number Address P0. 50k 2-12- License # 19004 0,QA15TA&E qlq D&J o Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO LOCAL (�4UD /CL SIGNATURE % � DATE 13111 o r FOR OFFICIAL USE ONLY all APPLICATION# :. ;DATE ISSUED :�z.:,. :,MAP_/PARCEL NO. ADDRESS VILLAGE OWNER f . i -r DATE OF INSPECTION: FOUNDATION_A -: —i FRAME ._jINSULATION.`J _: . i FIREPLACE _ r ELECTRICAL: ROUGH FINAL t. PLUMBING: ROUGH FINAL GAS: ROUGH ,- FINAL - •fiFINAL BUILDING- !Fr ` _DATE CLOSED,OUT r: ASSOCIATION PLAN NO. f WE Town of Barnstable Regulatory Services �axsrAsta, MASs Thomas F. Geiler,Director 1639. o►�►�' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623-D Property Owner Must Complete and Sign This Section If Using A Builder 1, 1*1,J og OA T! V 4 eA&6 , as Owner of the subject l property hereby authorize _UAUJAM lU,y /QUC pN 6ajup tic . to act on my behalf, in all matters relative to work authorized by this building pexmit. �4 Ly►��.E.SS tno,a�T CL.�NNaQ�-t-1� , M� (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and.accepted. Signature of er tv ignatare_ofi pplic K_� �� RcA atE� icy K-t A Q�cc y Print Name Print Name io 113111 Date QYORMS:OWNERPERMISSIONPOOLS fr s IKE Town of Barnstable , Regulatory Services BARtvsTABr s, •' Thomas F.Geiler,Director y MASS. �ArE1639. `�� �� Building Division Tom Perry,Building Commissioner 00 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ` Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended'to include weer-occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who,does n possess a license,provided that the owner acts as supervisor. { DEFINITION OF 0 EOWNER Person(s)who owns a parcel of land on which he/she resides o intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached struc es accessorysuch to use and/or farm structures. A person who constructs more than one home in a two-year pe o shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a fo ac eptable to the Building Official, that he/she shall be responsible for all such work erformed under the buildin e Section 109.1.1 The undersigned"homeowner"assumes responsibility r_compli ce with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she derstands the T wn of Barnstable Building Department minimum inspection procedures and requirements d that he/she will mply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings con aining�35,000 cubic feet or larger be required to comply with the State Building Code Section 127.0 Cons tru tion Control. HOMEOWNER'S EX EMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor' Many homeowners who use this exem?tion are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q; Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.1In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt °F�> Teti Town of Barnstable *Permit# Expires 6 nronths jrone issuedate Regulatory Services Fee 7 Q . �JJ y' y ♦ ELA RNSTABLE r� .16 MASS, `�$ Thomas F. Geiler,Director AlBD MPS A . wilding Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www,town.b amstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red Y-Press Imprint Map/parcel Number 3q 1 EI:5 Property Address kResidential Value of Work , Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address > TelNumber— Horn Contractor s Name ephone e Improvement Contractor License#(if appli le) (�'e(' Construction Supervisor's License#(if applicable) ® IT VlWorkman's Compensation Insurance +�EG Check one: 3 2009 ❑ I am a sole proprietor ❑ I am the Homeowner OF �ARNST�sLE I have Worker's Compensatio Insur c Insurance Company Name Workman's Comp.Policy Y_a)691 . _� /��� /�/ �✓ Copy of Insurance Compliance Certificate must accompany eaclrpermit. " Permit Request(check box) CO—Re-roof(stripping\old shingles) All construction debris will be taken to_z"_�/ t ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservati6n,etc. ***Note: Property Owner must sign Property Owner Letter of.Permission.. A copy of the Home Imp vem. t Contractors License&Construction Supervisors License is re uired. SIGNATURE: QAWPFILES\FORMSNiilding permit forms\EXPRESS.doc Poised 090809 Page# of pages Proposal Submitted To: Job Name Job# Address Job Location Date Date of Plans Phone# Fax# Architect We hereby submi ecifications and estimates for _ • q A ....... ... ... � D l We propose hereby to furnish material and labor—complete in accordance with the above specifications for the sum of: / 41 $ ollars with payments to be made as follows: l� Any alteration or deviation from above specifications involving extra costs will be Respectfully executed only upon written order, and will become an extra charge over and submitted above the estimate.All agreements contingent upon strikes,accidents,or delays beyond our control. Note-this proposal may be withdrawn by us if not accepted within days. acteptance Of 0P05 The above prices,specifications and conditions are satisfactory and are Signatur herebyaccepted.You are h e authorized to do the work as specified. P Payments will be made as outlin bove. Date of Acceptance Signature TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parceh. "V Y Application # C.aG Health Division Date Issued 1 � 05 Conservation Division Application Fee Planning Dept. Permit Fee 7 Date Definitive Plan Approved by Planning Board , Historic- OKH Preservation/ Hyannis Project Street Address S Village C e Owner hl 77`6� hLeP, Address .�aM Telephone 3 09_3 �— ;�770 Permit Request Clk T ,,,ez eanh1v �54 cloS e C � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 9,45,000 construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway:AYes ❑ No Basement Type: ❑ Full *Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing �'� new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )kGas ❑Oil ❑ Electric ❑ Other i _ Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/co.I stove]Yes ❑ No I Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ mi-81ing ❑.new` size_ 7 � UD Attached garage:$,existing L1 new size _Shed: ❑ existing ❑ new size _ Other: 2?i; "` UD CD ? Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ry 5' Commercial ❑Yes ❑ No If yes, site plan review# ry ram, Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 0 I Name �a� VI''/ '"'�Z /1� Telephone Number Address �? Od 80A Z /0/ C4W/le9S License# S 7 1, Home Improvement Contractor#M A - ® 631 Worker's Compensation # '- Z 30®!�t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Lao 5hr 'm SIGNATURE ' "DATE a FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE '` I OWNER i DATE OF INSPECTION: FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH 'FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. 1. r ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIALCONSTRUCTION (780 CMR 61.00) Applicant Name: e Site Address: 10al,� -7�- Per,,, Town: _ff 'f Applicant Phone: Applicant Signature: Date of Application: lJ NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAAUL'Y BUILDINGS MAXIMUM MINIMUM Ceiling or Slab El 1: Basement -Option Fenestration exposed Wall Floor Wall perimeter AFUE 14SPF SEER U-factor floors. R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Encrgy R-10, Conservation Act(NAECA)of 35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or reatcr as fipplicablc Note: This form is not required if you choose either of the two versions of REScheck.as•listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis must-be completed (780 CMR b 107.3.2 REScheck—Web which can be accessed at http://www.energyGodcs.goy/rescherld ADPiT10 NS 0 2 AI,TERAT.10NS':TOZXTSTING..BU7LD]NGS.-OVFR•5:, ARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above: . Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals EFormula: 100 x b- a)SF .• - _ % of glazing (b) Glazing area equals. SF a f glazing is•:5:40D% use.the--chart beldw. If.,glaziri :is >•:40�:% proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Exposed floors Wall Floor Basement Wall R-Value U-factor R Value R-Value R-value R-Value and De th' .39 R<37 a R-13 + R-19 R-10' R-10, 4 feet i R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not com ressed over exterior Mils, and includingan access openings). ` SIJNROOM—An addition or alteration to an existing building/dwelling unit where-the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and geiling area of the addition, Note:, Owner to fill out Cons urn er Information Farm (found in Appendix 120.P) �oFIMHEr�s. ToWn of Barnstable rT r � Regulatory Services vMA-Saa Thomas F. Geiler,Director. 16 9. A61 - Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder fC� �-t? , as Owner of the"subject property hereby authorize Zcln- J � y� �'Di?SIyC f to act on any behalf, I in all matters relative to work authorized by this building permit application for. S (Address of Job) 3 0A Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable THE Regulatory Services • Thomas F. Geiler,Director • swxxsTware. M"� i659- Building�r.Division ��� � b Tom Perry,Building Conrrrrussioner . 200 Main Street, Hyannis, MA 02601 vvww.town.barnstable.ma.us 'fice: 508-962-4038 ; Fax: 508-790-6230 } HOMEOWNER LICENSE EXEMPTION 4 Please Print i s DATE: i i JOB LOCATION: number street village "HOMEOWNE R": name home phone# work phone# CURRENT MAILING ADDRESS: city/town �, state zip code current exemption for `homeown ers"was ext� ded to include o err-occu CT-occupied dwellin s of six units or less and The mp , to allow homeowners to engage an individual for hs who does not ossess a license,provided that the owner acts as supervisor. DEFINM ' OF HOME NVNER reside, on which there is or is intended to- be, who owns a parcel of land on'which he/she resides or � ends to r i dwellin attached or detached s ctures ccessory to such use and/or farm structures. A be, a one or two-family g� person who constructs more than one home in a tiva-year eriod hall not be considered a homeowner. Such ' ,homeowner" shall submit to the Building Official on a fo a eptable to the Building Official, that he/she shall be res onsible for all such work performed under the buildin t. (Section 109.1.1) The undersigned"homeowner" assumes responsibility for co \ianctc with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she unders ndown of Barnstable Building Department minimum inspection procedures and requirements and that'e/she wil�comply with'said procedures and requirements. Signature of Homeowner Approval of Building Official Note: -Three-family dwellings containing 3 5 001,cubic feet or larger will be required to comply with the hate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any bomeownv performing workhor which a building permit is acquired shall be exempt from the provisions -f this section(Section 1D9.1.3-ucensing of construction Supervi ors);provided that if the homeowner engages a person(s)for hire to dos uch cork,that such Homeowner shall act as supwisor:" Many homeowners who use this exemption air unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, .ales&Regulations for Licensing Construction Supervisors,Secti I n 2.15) This lack of awareness often results in serious problems,particularly ,hen the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would With a licensed upervisor. The homeowner acting as Supervisor is ultimately resp'aLsnblc. To ensure that the homeowner is fully aware of his/her�ponsibilitirs,many communities require,as part of the permit application, at the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by vcral towns. You may care t amend and adopt such a fomn/ccrtification for use in your community. t _ I "I>o.e TOWN OF BARNSTABLE Permit No. ------------------------------- Building Inspector swn... Cash ------------------------- gam "V• OCCUPANCY PERMIT Bond _ -,1 Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ......................................................1 19............ ..................................... ... Building* Inspector i I �r �,rt : r 0 L.,MNA A,Qu►n GULF 1, Ile f � N { I I 1{v0.00 CYPR �S5 F'�ia1`T EQ '. •,,iti I i 1r Y TT-AAT 't N4 l� �►`1DA�l�t`t �y ROBIN rr•�/y� �,Ls cl Z.� ,�54: F V�. Pi 01, WI -�/4�19 V31341 M 9 s 1977 Q ? � r 'Y a DAzu ?.l_�. "AS BUILTu 'PLOT KAN TO THE BEST OF MY INFORMATION �ti ��"�� KN0W.L,EQGE, AND BELIEF THE F���i i.}��y SHOWN ON THIS PLAN HAS BEEN LOCATED ON" THE 1348 ROUTE 13!� GROUND AS IN AEG EAST DENNIS, MASS. r �d DATE: 2�.�4 SCALE+ ► 6 DATE REGISTERED LANO SURV pp} JOB N0. I CLIENT= -A 11!;I==� DR. ,.BY ; n. 77 SHEET I_ OF �. ...... C . C.. ... �jC Bpi map andlot number .. FTNET� IT Sewage Permit number ` 02 S• � � w�Q� y� EPTIC sysTEm pus • STABLE, i INSTALLED House number .......... �t.� nea :.. ..... 2 ,............................... ��'eg� �� WiTa� TITLE i639 0 ypV TOWN OF BARN � CODE4A D-UIt,DIHG` INSPECTOR r APPLICATION FOR PERMIT TO..........,IG .i' ....... ... �® .......y/Z,LL/s ............................ TYPE OF CONSTRUCTION P� .......................................................................... ...........................:...1.............. .. TO THE INSPECTOR OF BUILDINGS: The undersi ned herebypapplies for a permit according to the following,,,info.cmation: Location /•-• T../. O .... y .� 1.!/�/t!/ (i //l!� /� /..cam........ ................................... r / •,• ' ProposedUse / Ez�.L..........................................:................ .............. ............ ...................................... IVS ZoningDistrict ............. .. .......2.....................................Fire_ District ............... '/.. . ....... ....................................... Name of Owner 1.. .�.�...... !I /........................Address f ` .�eJt�ii�t' �v r Name of Builder ..Al .. .... ...C.�`C.�� `v ...Address5 /g Name of Architect..-A . ...........:.. .:.....:................................Address ...................... 0 ?4 Al� Number of Rooms ...........-....�r ..............................................Foundation ... ...••/•••Q ILVam i.'.B.G� b�............ Exte-ior ....... ........................ .. Roofng ..... ....... ...... k �. T�� Floors ��................... .... ......:......................................................Interior .... ... ,. . . / � Y ............. . ���4:—C... .Plumbing ..... � .. 7113......... Heating J te Cos Fireplace ... .. ...........................................................Approxima ... i ....�......�.. Definitive Plan Approved by Planning Board -----------_-------------------19_______ . AreaT.�..................... Diagram of Lot and Building with Dimensions Fee ..... .. r..D`... SUBJECT TO APPROVAL OF BOARD OF HEALTH / f e OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ? '' I her"e►�,y agree`,to:.cgnform to all ,thte'Rule's and. Regulations of"the Torn of Barnst` ble regar` `ng i above y construction. r "ell ' a "_ Name .... ........ .... .... .............. ......... '" Construction Supervisols License FR EEMAL PETER 2705 8 One No Permit for S�Rry ................. ............v.. ................ . Single Family Dwelling . ............................................................................... Location Lo.t..178.......59-cypres.s..p.oint...... .... .. ...... . .... Cypress.. Point..... r. Cumlaquid ........................................................................... Owner PETER FPEEMANL .................................................................. Type of Construction ...Fr.` .................................. . .... ................................................................................. Plot ....................... Lot ................................. jr Permit Granted ......Dctobex 4.........: 9 8 4 Date of Inspectio .... ........ ....................:J9 C7 /Date Corn I ted,.Y4.:::;0"r..............19 - R. .4 �J YJ a�w ®\1Ep 22011 z � � Q �CT1 zzo � � WE- Qsv W W { Town of BarnshWay w m Old KComing' �ttee 4+ 1z v _ 12 ,� � NEW i■8 7'1.YING RAKE Q COST 6BOA�5 NJ/ P Q �•r BNAIN SHINGU� TDQST.ROOF O R I \ O T 12 C!1 MATCH TR T LINGTRANSONf�UNG WW NP(FA�i 1 �. Z AN5QICS ti ® ® lam ® _ O rn 5Q -� NM WHI E CEDAR111111J. F N o' `I � Tfl � LAU oatNGLE±gaSGnNG � f ::] :1 -- - To McIcin EwSnNG i ; / 1 NLW CORN9i a0ARO5 a — — ur T (L' IL `--- , ° s z I-r• APPROVE® g���NG OCT. 12 2011 ROWS] CIi(MNEY � - H _O UZ CD i Town of Barnstable -a - CID Old King's Highway O Committee > W a �o 12 GONG RmGEVENT - EXM. W 5HWGLE CAP cover.RIPGE+.ENr W \ W/5HINGtE GAP \ � W NEW A5nt-U ROOF MNGW5 TO MATCH&BOSfiNG SHINGUr. . 12 i \\\\\ TO MATCH casnNG W T- EX15T.I I 12RDOF BEYOND \ TO MATCH OO5TINCfRWx BPS. - -� `� o Od _ ... ® EM FM i 5CALE 0I 1/811= 1 '-01 I DATE i 9/23/201 1 PROJ. NO. 2S PUMON IN51DE ELEVATION 201 1 -021 LEFT SIDE ELEVATION DWG. NO. c COPYRIGHT 201 1 A2 kDu5TI (t'kCiTING) °ad zs w W W e B49T. LL3 z W a-r a-r 0 Z O � e, Z LO v W w [+] N l uo tnaNE or"OOriawe u w+�c°iewe U Z 3 6aGP05T m L&3 d' -- -- -; -- r rOSTTTO U N CY.' l� I' I EXIST. MASTER tN OF Mqs� c/ -+ R EXIST. EXIST. BEDROOM ?� Q PATIO PATIO o GARK A.K' ZIE J'�� 0 M A ` A I Z O cO t, cores z-i I z-Iv r-lo z-ia r-la r-la g z c ® M ABOVE Co ® � EXPANDED T �T �T NAIUNG ON.) FAMILY ROOM E `4►OMAt �' W (VALUED MUNG I K6 PMm TAPS 47. 1? it POST TO MCAM +.z.. , .� Win{II�-_ 8 NMUNG ON.) ' sm ■UAM a 1 N /-r NEW W 12 y 40 97EEL BEAM —� A I / EXIST. _ a L DINING ROOM EXiUVIN6 ROOM r O z 0 U ao EMT. --------- F IXIUT• Q a I l i bIEX15T. N� �-1 RfMO N DENT Q c/)cD I qq OaO QO O RGE. Q ✓Q.pQ O m. - EXIST. MUDkOON W ON. PDdN T. A Y GENERAL NOTES: ccn PARTIAL FIRST FLOOR PLAN 1.)CONTRACTOR,5TO VERIFY D( nNCWNCWCONDmONSAND z od w � ExIsT._ DIMENSIONS IN THE MELD PRIOR TO THE START OF WORK O . 0, Q �[ LEGEND 2•) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS. " a., WALLS.#ROOMING AS REWIRED FOR NEW CONSTRUCTION. LE D(ISTING WALL CONSTRUCTION TO REMAIN �" ►� '., 3.) ALL NEW CONSTRUCTION TO MATCH D05TING IN MATERIAL. ® NEW WALL CONSTRUCTION DETAIL.AND MIN15H.WNIES5 NOTED OTHERW15q C 7 EXISTING WALL CON5TRUCTION TO BE REMOVED 4.) ALL WORK SHALL CONFORM TO THE MA55ACHLPWM Q ,/ � STATE BUILDING CODE M'H EDITION)AND ALL OTHER Q .3r v) U O 5 10 15 20 LOCAL CODES 5.)ANY APPLICABLE ISISCRREE.PES,rAROR3 AND/OR OMISSIONS IN THE NOTES. SCALE DIMt NSIONS.ANW R.DRAWINGS CONTAINED ON THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OP CONSTRUCTION,PROCEEDING WITH CONSTRUCTION N.T.S. CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES.ERRORS AND/OR OMISSIONS BECOME THE EXIST. 4 G RE5PON5I5ILTY OF THE BUILDING CONTRACTOR. DATE I I GARAGE N PROJ. NO. WINDOW SCHEDULE 201 1 -02 I za-0x i. TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS ODMnNG) A ANDERSEN TW 2452 2'6 IV x 5'-4 7/8' DOUBLEHUNG STAMP DWG. NO. B TW 3452 3-6 I/8'x 5'-4 7/8' DOUBLEHUNG C C 235 4'-0 Ile x 3'-5 3/8' CASEMENT D TRANSOM 2'-r I/&x V-4"t CUSTOM TRANSOM NOTE:CONTRAGTOR TO VERIFY ALL QUANTITIES AND 51ZES OF WINDOWS WITH OWNER AND ©COPYRIGHT 201 I ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS Al BY THOMAS A. MOORS tXt5T. n, z 0 z o 2 W W W C W M 12 12 4� BOST. BOARDS Vd l 3 LNtI'=PW O �" 4 1 x 9 SUBBASE U Q m o R z z ® 12 cn 00 MATCH 00 NEW ANDEF-'Oq La+c uvNoow we'7 DOUBLEHUNG °W b � rn EEMI ® ®®® ® ® ®lull FM ® ® ® N O rn rffW V iE CEDAR SHINGLE SIDING F � To MATCH E1(15TING Q IN i � x F1 F - - z �D� I E�kP, L ATION P�O °® L A? C� L2'-r= APPROVED 1 OCT 12 2011 pf a Tow arnsh ble B �. R= W rD p1d Kng' ee aY _ F '. ..'_ TownOld KingsA 6 b le Highway L1 Q N Q►O f q: GoR' R, SEW r Committee W O F.,N ) W o 12 Q a CONT.W 5"5li CAP DOT. �r.R DG VE W NEW ASRIALT ROOF SHINGIE5 12 \ TO MATCH BQSI7NG NEW A9RIALT ROOF StUNGLC5 �� ro MAraioasnNG— L�cIST.� ,2 W Q Da5T.� \ O z ROOF BEYOND Cn �D Fa L ETJJI E I Ew9an•rR�BOS. ,,.,,6�cc a TO MATCH O05 \ O `v w ICI ® ® ® ® ® I PFM a MFM ® oILIIIIIHI F" U FM Lc) FFH rrH FF11 SCALE 17 El -011 mom I DATE : 9/23/201 1 PROD. NO. 29-0' I N51 DE ELEVATION 201 1-021 LEFT 51DE ELEVATION DWG. 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