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1478 SANTUIT-NEWTOWN ROAD
Town of Barnstable Buildin 1'9'�,_`„� s' i�,"<".-�k,,' This Card So,That,it°,is Visible Fr=om'the S„treet 'Approved;Plans_Must be Reta ned.on Job and this Card Must be Kept i ♦ MI MAE&f.E. • - < """' R w,-,., ` �' "�:{ . ".,£J; 'r.c'=.ra`"''u:. .. ,k� ..t i" ,a"'� �i : `Ap ,., i } s - ., -� 'K 4 £ 4'y � P� ;t✓-3 • MASB. ,Po"sted Untll Final Inspection HasBeen Made k_ � f,. �. Diu , lb34 ♦ ✓' r Foru�" WhereLLa Certificate of.Qccupanty is Required,sucheB,ulding shall Not be Occupied until a';Final lnspect�on hasb;een made Permit 4 _,f' a,.v✓�sr e.r .C,,.%+M4`✓.<,<. .w✓w«.._'h:+ x�: ._-+ a..�., aw"Pa*.. "r.,3M1n�„Xa e�?, e.,..- m`--- .=:�.7:.ts. av mot-- .r.flss.8sr'+�rzP,"..�'sa;U7+"iaaaf a.'s.s.+ �.','.�R vkAxar.,.. ..art.w�.`sWa'e,,key v+.a.+mrt Permit No. B-18-2442 Applicant Name:1. Craig Bishop Approvals Date Issued: 08/13/2018 Current Use: Structure Permit Type: Building:-Insulation-Residential Expiration Date: 02/13/2019 Foundation: Location: 1478 SANTUIT-NEWTOWN ROAD,COTUIT Map/Lot 025 017 Zoning District: RF Sheathing: 7-1 MIT- Owner on Record: 'MENESES, PAUL A&AUPPERLEE,-CARA D �, k �� 'Contractor Name: Craig P Bishop Framing:'�1 Address: 1478 SANTUIT-NEWTOWN ROAD �� Contractor License CS 109777 2, COTUIT,MA 02635 �- Est Pr"' ct Cost: $2,099.00 Chimney: Description: Weatherization and air sealing � � Permit Fed: $85.00 � Insulation: Project Review Req: F Fee Paid:' $85.00 Date 8/13/2018 Final: . h 4 Plumbing/Gas k Rough Plumbing: ,,Building Official Final Plumbing: na .1 ; This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftei issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the<approved construction documents for,which 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 laws grid codes. ' Final Gas: _• This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for;publie inspection for the entire duration of the work until the completion of the same. ay ' � - wry ti Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Budding and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction 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 uired for Electrical Plumbing,and Mechanical Installations. iy Health Work shall not proceed until the Inspector has approved the various stages of construction. P P PP g Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset 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 j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel G "",Application t Health Division - Date Issued "• Conservation Division ��� � 0.�r -.Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 1 J c•fl ty iir m e,,J-tn o n Village LO toy Owner Address 4 6A 0 2 L'i10 LID Y Telephone 5��--737-TOI(v I ' Permit Request kEt ,iris %► �� c new "tCAP.f'7 .1.17J Square feet: 1 st floor: existing,5_0 proposed 546-2nd;floor: existing proposed qO Total new I( Zoning District Flood Plain Groundwater Overlay Project Valuation 4 7 �_•Construction Type e Lo't Size—,�661&FeS Grandfathered: ❑Yes dNNo If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Stru ure 7 + Historic House: ❑Yes 2 No On Old King's Highway: ❑Yes ® No Basement Type: 4 Full ❑ Crawl 0 Walkout ❑ Other Basement Finished Area(sq.ft.) ( -Basement Unfinished-Area (sq.ft) sg 4 Number of Baths: Full: existing_ new Half: existing G new Number of Bedrooms: existing l new 0�� ,Total Room Count (not including baths): existing new ��0 First Floor Room Count Heat Type and Fuel: as ❑ Oil ❑ Electric ❑ Other `Central Air: ❑Yes �No Fireplaces: Existing .- New Existing wood/coal stove: ❑Yes 0 N Ce a // p g g o Detached garage: 2existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: Yexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # ` Current Use Proposed Use APPLICANT INFORMATION `' ' rT k I (BUILDER OR HOMEOWNER) Name ,/2 re k 'CyAn 5 Telephone Number Address I 1 reaA erbe) L� License# rr rmo L) -� 7, S Home Improvement Contractor# �4 Worker's Compensation # y� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY g „ APPLICATION# N,DATE.ISSUED . � ".11IIAP/PARCEL NO, - . -ADDRESS . VILLAGE OWNER I ' DATE OF INSPECTION: j FOUNDATION* XA- • t ly t• FRAME INSULATION!f FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL i ROUGH �itj'F' .i FINAL '" 4fFINAL B_UIL`D.INGr s�av o ad t iDATE CLOSED--OUT I ASSOCIATION PLAN NO., 8( 1+ rf r r Town of BarDstable Regulatory. Services - •, Geller Director • �xxsrA�sc..� � Thomas S' : • Building Division rya>�• Thomas Perry, CBO, Building Cororu►ssio:ner. 200 Main Street, Hyannis,MA 02601" wty)y.town:barrsta ble.ma.us Fax: .508-790-6230 r Office< 508-862 4038IOOW PLAN REV IF W Map/Parcel: Owner: Project Address G?'. The following items were noted on reviewing: r G 5 Rcas r Reviewed by: p c T C ✓m The Commonwealth ofMassachccsetts ` r Department of Industrial Accidents Office of Investigations 600'Washingfon Street t Boston, MA 0211 yy www.rnass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print'Le�ibly Name (Business/Organization/Individual): ,/��P IC ✓� J Address: 1 rn rl/�i�L�P� LTV City/State/Zip: �73 Phone #: 3 -73.7- a Are you an employer?Check the appropriate box: Type of project(required): . 1.❑ I am a employer with 4• ❑ 1 am a general contractor and,I 6_` New construction * have'hired the sub-contractors _ __ _. �416yees'(fuU and/or part-time) Remodelin 2- i m I a a sole proprietor.or partner- listed on the attached sheet 7: ,❑ g ship and have no employees These sub-.contractors have g•. Demolition ees and have workers' working for me in any capacity. employ 9. [tBuilding addition [No workers' comp. insurance, comp:insurance: ' required.] ,. . 0_We are aorporation and its Corporation qu 10.� Electrical repairs or additions 5 3.❑ I qu a homeowner doing all work officers have exercised their l 1.[ Plumbing repairs or additions myself. [No workers comp- right of exemption per MGL: 12.❑ Roof repairs . insurance required] t c. 152, §1(4); and we have no employees. [No workers' 13.❑ Other comp.insurance required] *Any applicant that checks box#] must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a ntw.aff davit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities-have employees. ff the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. ,Below is thepolicy and job site information 7 f Insurance Company Name: a -a Policy# or Self-ins.Lie.#: - Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy numberand expiration date). Failure to secure coverage as required under Section 25A,of MGL C. 152 can lead to the irriposition of criminal penalties of a fme,up to$1,500.00 and/or one-year imprisonment; fine as well as civil penalties in the form of a STOP WORK ORDER and a of up to $250.00 a day against the violator. Be advised that:a copy of this statement"may be forwarded to:the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct. Signature: Phone#: �002 Official use only. Do not write in this area,,to be,completed by city or town offciaL City or Town; PermiULicense Issuing Authority (circle one); 1. Board of Health 2. Building Department3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other , Phone#; Contact Person: Information and fnstructiOPS ll employers to n for their CMPlOYeCS Massachusetts General Laws chapter 152 requires a nprovide [ ery)CC kof another Linder o any contrac of hie, Pursuant to this statute, an employee is defined as '...every person In express or implied, oral or written." gal rbtitY, or any two An employer is defined as "an in parinershiplud n C,lhte le al represent lives of on Or 0 ther a deceased empl yer, oothemore of the foregoing engaged in a joint enterprise;, and mcl g g receiver or trustee of an individual partnership, associal]on or other-legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance constniction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." 152, §25C(6)also stales that"every state or local licensing agency shall withhold the issuance or MGL chapter w cense siness or to construct buildings in the commonealth for any renewal of a li or permit to operate a bu applicant who has not produced acceptable evidence of Compliance with the in-surance th nor any of its pcoye algeibdi required." shall Additionally, MGL chapter 152,.§25C(7) states "Neither the conun until ac enter into any contract for the perforrnance of public work ceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out.the workers' compensation aff davit completely, by checking thalooxe�L?their c rtificcate(s)LO your ,of on and, if necessary,supply sub-contractors)name(s), addresses)and phone numbers)along With DO employees in Limited Liability Companies (LLC)or Limited Liability Partnerships Ian)LLC orLLP does haveher than the members or partners, are not required to carry workers compensation insurance. employees, a policy is required. Be advised that this affidavit may be submitted (o the Department of Industrial t] Accidents for confirmation of insurance coverage. Also be sure tolscensens being zequestded,ntot the Department Of ld be returned to the city or town that-he application for the pen-nit or g .Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a,workers' compensation policy,please call the Department at the number listed below.:Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly, The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of lrnvestigations has to contact you regarding the applicant. Please be sure to fill in the.permiUlicense number which will be used as need only affidavit nd.icaer. In ad�ition, an aag,currient that must submit multiple permit/license applications in any green y y (city or policy information (ifnecessary)and under"Job Site Address" the applicant should write"all locations in town)."'A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on f le for future permits or licenses.. A new affidavit must be flied out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of lnvestigat�ons would like to Ch kyar-in-advance der—your-cooper_a-ti_o_n and should you have any questions, please do not hesitate to give us a call. address;telephone and fax number: The Department's The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Fax 9 617-727-7749 Revised 4-24-07 www.mass.gov/dia ENERGY CONSERVAT-ION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE, AND TWO-FAlVIMYDETACHED RESIDENTIAL CONSTRUCTION (780 CM,61.00) Applicant Name: Site Address: phto fi IL)eiJ+p1 Jn1� 1�� ✓ins print Town: l C1tU i"1 Applicant Phone: Applicant Signature; Date of Application: 5110.. NE•W CONSTRUCTION: choose ONE of the following two'o tions 780 CMR TABLE 6107.1 i v E Ei'�I`�_u u , k- xl ONEN7C C PRES CRIPT R-ITL E.R A FOR,. NEW ONE- AND TWO-FANRLY BUILDINGS I�A�crl�tuM •MINIMUM Ceiling or = ' Basement Stab ❑ Option 1: Fenestration exposed Wall Floor Perimeter Wall AFUE HSPF SEEI U-factor floors R-Value R-Value R Value R-Value R-Value and Depth National Applianoc£ncrgy 3 5 R-3 8 R=19 R'-19 R-10 R-10, Conscrvation Act(NAECA)of 4t•• 1987 as amcndcd,minimurns or - cater as applicabIr. Note: This form is not required if you choose either of the two versionsof REScheck as listed below. ❑ Option 2: RES check.Version 4.1.2 or later'Variantsoftware, analysis must be completed 780 CMR 6107.3.2.) - REScheck .Web which can be accessed at http•//www.energycode-s.goyhcschcck/ AbDITIONS:OR'A_LT�RAT10NS.TQ E)CSTfNG BUIX.,DxN�S.O�?ER S BARS OLD-------------------- *puildings under S years old must use option#1 or 42 in New Construction section above: Complete the following formula to determine.the %°'of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b = a) SF 100 x' ; — _ °j° of glazing (b) Glazing area equals SF ; If lazin is<d 0%.use the chart below: If glazing is > 40 % roceed to "SUNROOM"-section .780 CMR TABLE 6101.3 PRESCRIPT-WE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Exposed floors Wiling an . lab-P-er-ir-r-ett- ❑ Fenestration - Wall Floor Basement Wall R-value U-factor R-Value R-value R-Value R-Value and Depth ., ' ' 3� R737 a R-13 • R-19. R-10: R-10, 4 feet a 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 compressed over exterior walls, and including any access opening). •t• r alteration to an existin b uildin %dwellin unit where the total M—An addition o al g g SUNR00 g glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consurner Information.Form found in A endix 120T �► .ry Tows. of Barnstable .> ` Regulatory Services • • BAMNgrABLB, NAB& � Thomas F. Geiler,Director En 19'. 16 Building Division Tom Perry,Building Commissioner 200.Main Street, Hyannis,-MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 Property Owner Must , Complete and Sign This.Section, If Using A.Builder c C I, wner of t subject ro C,C� �u f0ep'- `a O e, rtY . . hereby authorize �Q Q K EV a nS to act on my behalf, - in all matters relative to work authori.zed•bythis building permit application'for. (Address of Job) Signature of Owner Date: Print Name M If PropejU-O ner is applying for.pertnit please complete.the Homeowners License Exemption Form on the reverseside. Q:FO RMS:O WNERPERMISSiON Town of Barnstable Regulatory Services swarrsrest,e Thomas F. Geiler,Director 'bs& Building Division ' Aren►M't" Tom Perry,Building Commissioner 200 Main 5lreet,_Hyannis,MA,02601' Yi ww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMMON 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 owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more an one home in a two-year period d shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (S;ection 1,09,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that,he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section.(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rulcs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeownq hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with i 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 helshe 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:fornns:homccxcmpt r • AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone for Com fiance I 780 CMR 5301.2.1.1 Massachusetts Checklist p ( ) Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY \ Number of Stories ..............................................................(Fig 2)............................ 2 stories <-2 stories y RoofPitch ..........................................................................(Fig 2) ...........................................-C2 <_12:12 MeanRoof Height ..............................................................(Fig 2)............................................ ft <_33' BuildingWidth,W ...............................................................(Fig 3).............................................. SV ft. <_80' �L BuildingLength,L ..............................................................(Fig 3)........................... ...� ft <_80' Building Aspect Ratio(L/IIV) .........................:.....................(Fig 4).........................I!.... ........ . <<3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).............................................. _!j<-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.............................................................................................................................. y ConcreteMasonry.................................................................... ................................................................ _ 2.2 ANCHORAGE TO FOUNDATION''3 32-' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete o Bolt Spacing-general ..........................................(Table 4)..................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... D X.6 -12" Bolt Embedment-concrete.........................................(Fig 5)................................................. ?�in.>_7„ . Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" PlateWasher...............................................................(Fig 5)...............................................>3"x 3"x W" �- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55 :.....I............................. Maximum Floor Opening Dimension...................................(Fig 6)........7................... ft<-12'or L/2 or W/2 _ 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).....................................................—ft <-d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).....................MIT..... . Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55 .................... min. Floor Sheathing Fastening..................................................(Table 2).�Ld nails at in edge/J in field _ 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)......................... ft <_20' Wall Stud Spacing ............................................:...........(Fig 10 and Table 5).................l.t'A in.<_24"o.c. WallStory Offsets ........................................................(Figs 7&8)............................................—ft <-d 4.2 EXTERIOR WALLS3 Wood Studs tin. Loadbearing walls........................................................(Table 5)..............................2 - 7 ftin.Non-Loadbearing walls................................................(Table 5).............................. ft Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. _ WSP Attic Floor Length................................................(Fig 11)............................................._ft>_0/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................................(a ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)........................................... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................a ft Splice Connection(no.of 16d common nails)..............(Table 6)......,................................................`.0 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNIR 5301.2.1.1)' Loadbearing Wall Connections \ . Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ y Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8).......................................................� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........ ... ....... ... . .. ..........................(Table 9).................................. ft in.<_111 y Sill Plate Spans ........................................................(Table 9). .:............................ ft a in.5 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compl'anceable 9) Header Spans.............................................................(Table 9).......1.......................... ft in.<_12' �I— SillPlate Spans................................................:..........(Table 9).................................. ft in.<_12" \ Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, t Minimum Building Dimension,W 13'L Nominal Height of Tallest Opening2 ............................It./........Y.............C�^ 6'8" SheathingType..............................................(note 4)...................................................... Edge Nail Spacing ............ Table 10 or note 4 if less .................... 9 P 9............................. ( ) in. Field Nail Spacing Table 10 ........:.......:................... in. Shear Connection(no,of 16d common nails)(Table 10).......................... .. .. o Percent Full-Height Sheathing.......................(Table 10).................... .p. ... : .J........ 5%Additional Sheathing for Wall with Opening>6'8"(DesilAincepts)..................... _ Maximum Building Dimension,L / Nominal Height of Tallest Openingz.............................3�. ..:....1.��'.�...............C' 6'8" SheathingType..............................................(note 4)...................................................... _ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. - Field Nail Spacing..........................................(Table 11)......... ....... .. .. ... in. Shear Connection(no.of 16d common nails)(Table 11)....................... Percent Full-Height Sheathing.......................(Table 11)..................... ... .......... % 5%Additional Sheathing for Wall with Opening>6'8"(Desig pts)...... _ Wall Cladding owl Ratedfor Wind Speed?......:......................................................: ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................(Figure 19 f ft<_smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift........................................::......(Table 12)............................................UAE�(Oplf Lateral.............................................(Table 12).............................................L 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).............._ft 5 smaller of 2'or L/2 _ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors \ Uplift.............:........................ .........(Table 14).............. UIb. Lateral(no.of 16d common nails)...(Table 14).......................................L 4 A b. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ryr} .........d 59)......... Roof Sheathing Thickness........................................... ..........................................:�fZ in.>_7/16"WU Roof Sheathing Fastening...........................................(Table 2)................................................... . . Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of. 780 CMR 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 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. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 Ctv R 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CNIR 5301.2.1.1)' -WEN THIS EDGE RESTS ON F�f�AMING WSE S i NAILS . ATfib,c. ---------------- 11 11 , 11 It � 11 1 u 1.1 it 11 11 1 11 �1 11 11 If 11 11 11 1 i tl 11 11 1 M 1•I 7 11 It � I I Y 11 I f T 1 O t1 r! II 11 It F /1 j� m It a tl Ir � 1 II 4�00 h I I 112 17 11 �1 11 - 1 1 W It it 1 r ut 1 II Q I� it W 1 II II - tl 1 I� It 11 1 1 la t 1 1� 1 rl JI MAILSPACWG } PANEL tom.- - _.• „� See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a 1 ! f ! i 1 t 1 ' ti 1 . i, + ' FRAh9We MEMBERS i i EDGE 94TERMEDIATE 1 ' L 1 I M 1 1 1 ly 1 1 N f 3r Mom. ; L 1 1 1 1 1 STAGGERED 3"MNd MML PATTERN PANEL r PANNE!EDGE DOUBLE MAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. f ' REScheck Software Version 4.3.0 Compliance Certiffie.% dBARNSTA LE ?CiQ AUG -5 AM 81: G6 Project Title: 18 x 30 Addition Energy Code: 2009-IECC D j V I S It a N Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 1478 Santuit Newtown Rd. Aupperlee Kenneth Sadler Cotuit,MA 1478 Santuit Newtown Rd. KSA design Cotuit,MA P.O.Box 1149 Hyannis,MA 02601 508.790.3922 w Compliance: Maximum UA:160 Your UA:157 Gross Cavity Cont. Glazing uA Assembly Area or R-Value l:i-value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 539 38.0� .�,. 0.0 16 Wall 1:Wood Frame,16"o.c. 521 21 0.0 27 Window 1:Wood Frame:Double Pane with Low-E 27 0.340 9 Door 1:Glass 20 0.470 9 Wall 2:Wood Frame,16"o.c. 308 21_Q 0.0 16 Window 2:Wood Frame:Double Pane with Low-E 35 0.310 11 Wall 3:Wood Frame,16"o.c. 521 21.0 0.0 25 Window 3:Wood Frame:Double Pane with Low-E 52 0.340 18 Door 2:Glass 34 0.340 12 Floor 1:All-Wood JOlst/Truss:Over Unconditioned Space 539 38.0 0.0 14 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 b esigned to meet the 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements li ir the ection Checldist. Name-Title Signature Date Project Notes: Calculations are for Addition only CS#039020 Project Title: 18 x 30 Addition Report date:08/04/10 Data filename:Aupperlee.rck Page 1 of 4 1 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Cl Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.470 Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing_. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: 18 x 30 Addition Report date:08/04/10 Data filename:Aupperlee.rck Page 2 of 4 D Wood-buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Corners,headers,narrow framing cavities,and rim joists are'insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Cj Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: Supply duds in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply duds. All joints and seams of air duds,air handlers,fitter boxes,and building cavities used as return duds are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the dud construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible dud connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and looking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 dm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 dm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 f12 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: 18 x 30 Addition Report date:08/04/10 Data filename:Aupperlee.rck Page 3 of 4 r Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Q Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<--15 (d)50 lumens per watt for lamp wattage>15 and<--40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U4actors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: 18 x 30 Addition Report date:08/04/10 Data filename:Aupperlee.rck Page 4 of 4 2009 I ECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 38A0 Ductwork(unconditioned spaces): Window 0.34 Door 0.34 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: -'� INlassachusetts- Department of Public Safety Board of Buildin!-, Rel-ulations and Standards Construction Supervisor License,. License: CS 102315 . Restric ted to: 00 ;•� ° DEREK EVANS ge11 FEATHERBED LN ' s, WEST YARMOUTH, MA 02673 Expiration: 9/1/2012 (' nSm issi�mi•r Tr#: 102315. Office oflConsumer Affairs BSsine�ac��ucaeha gulation F T HOME IMPROVEMENT CONTRACTOR Registration: s66662 Type. xpiretion. .6f2:1.2012 ` Individual VANS DEREK EVANS` 11 FEATHERBED A 0� - . W:YARMOUTH, M 2f73 I. �y Undersecretary f i 4 Office of Consumer Affairs and Ausiness Regulation 10 Park Plaza - Suite 5170 °M Boston, Massachusetts 02116 Home Improvement 6tractor Registration M=•-= =; Registration; 166662 f fib Type: Individual ?� Expiration: 6/21/2012 Tr# 299575 DEREK EVANSYF1, ~�A DEREK EVANS -q v� 11 FEATHERBED LN. W. YARMOUTH, MA 02673 ` f� Update Address and return.card.Mark reason for change. - Address Renewal Employment Lost Card DPS-CA1 0 50M-04/04-G101216 - License or registration valid for individul use only - before the expiration date. If found return'to: Office of Consumer Affairs and Business Regulation, 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without signature Town of Barnstable �TNE Regulatory Services Richard V. Scali, Director Building g Division BARNSTABLE MASS. wzna'sni�is•o5mvi�ii[ ewHt"isu Thomas Perry,CBO 1639_2014 /M•�Pd',� Building Commissioner W5 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 February 13, 2015 Cara Aupperlee 1478 Santuit-Newtown Rd. Cotuit, Ma. 02635 RE: 1478 Santuit-Newtown Rd., Cotuit, Map: 025 Parcel: 017, Dear Property Owner, This letter is to inquire on the status of building permit application number 201003269 issued to add an addition and remodel the above referenced property. As you may recall, this office issued a building permit on or about august 5, 2010 and the last inspection occurred on or about February 14, 2011. At that time it was noted that the second floor was incomplete and additional inspections were required. Please contact this office to arrange for inspection or provide an update as to the progress of the work. Thank you for your anticipated cooperation in this matter. Respectfully, WLLauzon Local Inspector jeff-rey.lauzon@,town.bamstable.ma.us (508) 862-4034 1 Town of Barnstable *Permit# z Expires 6 months from iaw date Regulatory Services Fee __V' 1e39. Richard V.Scali,Interim Director fDMAra ti�OZ t add Building Division .. Tom Perry,CBO,Building Commissioner �� 200 Main Street,Hyannis,MA 02601 swavMM07-52-4038 www.town.barnstable.ma.us Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint , Map/parcel Number Property Address /. esidential Value of Work$ � G � Minimum fee of$35.00 for work under$6000.00 ' I Owner's Name&Address o v� —j a L t l Contractor's Name a Telephone Number sr," Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor „ ❑ I am Homeowner ave Worker's Compensation Insurance Insurance Company Name An..-t Workman's Comp.Policy# J,,t/ Gy��� Copy of Insurance Compliance Certificate must accompany each permit. ; Permit Request(c eck box) Lj-fte--roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 2 , ❑Re-ro hurricane nailed)(not stripping. Going over existing layers of roof) side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required SIGNATURE: TAKEVIN_D\Building ChangesT RESS PERNIMEXPRESS.doc Revised 061313 Me Conimonsvealth of Massachusetts Departwerrt ofladusfrial Aeeiden,ts Off we of Investigations 4 600 Washington Street Boston,.MA 02111 wwn,.Ynass.gov/dire Workers' Compensafion Insurance Affidavit:.BudderslContractors/ElectriciansMumbers Applicant gnformafion Please Print 1*6bl Name(Busme&,Kkgmizationffty i4idml): �e Qww S Address-- Q d, LY 16 Citylstatelzip: 12 Phone#: o Are yo.an employer?Check the appropriate boa: " Type of project(required): 1_ I am.a employer mith �- ❑ I am a general contractor and I * have hired the snub-contractors 6. ❑Nev,construction employees(full aadfor part-time). ,�, 2_❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Fp modeling ship.and have no employees These stab-contractors have S. 0 Demolition working :for are in any capacity. employees and have wod=s' 9. Building addition [No workers'comp.insurance comp.insurance., required] 5.. ❑ We are a corporation and its 10.❑.Electrical.repairs or additions 3..❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions ' myself [No workers'comp. sight of exemption per MGL 12. Roof insurance d_ i c..152,§1(4),and we have no ❑ repairs 13 Otheremployees.[No wormers' comp.insurance required.) •Any appliEnw that checksbox#.1 nmst also fill am the sec ionbWv%,shovrmgthearworken'compensation policy informaium Homeowners who submit this affidavit indicating they are doing all wad and then him oumde contractors®ust submit a new affad=indicating such tContmctors that check thus box must attached an additional sheet slwuing the nexus of the sub-cw=-tors and state wheftr or not those entities have employees. If the sub-cont maots We employees,they must provide their warkers'comp.policy number. I am an employer that is providing workers'c7onrpensadon.insurance for aa,y enaplolwm Below is.the podia.•Brad f ob site information. Insurance Company Name: Policy#or self--ins.Lac.#: Q f AJ'7 MJ �- Expiration Date: r Y' '�� Job Site Address:�T�/��4 •v��. f _Ilh'c-�j{ya.� yC�, City/State/Zip-- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.. 152 can lead to the imposition of criminal penalties of a fine up to$1,500..00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a:fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DiA for insurance coverage verification. I do hereby certify ender the paadns andpe 'es of perrj r+ry.that the inforaaamt on pm-ded abaove is tnte and correct si tune: —7 Bate: li Phone#: Official use only. Do not write in this area,to be evinpdeted.by ci*V.or toevn gfeciaaL City or•T'own: Permit1kense# :. Issuing Authority(circle one): 1.Board of Health Z.Building Department 3.City/Town Clem 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - — - 6 ACC) TY® CERTIFICATE OF LIABILI INSURANCE DATE(MM/DD/YYYY) 10/07/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed: If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON ACT NAME: Debbie Mark Sylvia Insurance Agency,LLC PHONE • FAX 404 Main Street Arc No Ext: 508 957-2125 Arc No: 508 957-2781 ADDRESS:mark marks Iviainsurance.com Centerville,MA 02632 1 INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Farm Family Casualty Insurance INSURED INSURER B: D&T Construction,Inc. PO BOX 168 INSURER C Centerville,MA 02632-0168 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DDLTYPE OF INSURANCE INSR SUER POLICY NUMBER MMIDDIYYYY MM POLICY EFF POLICY EXP LTR IDD LIMITS A GENERAL LIABILITY 2001XO485 7/21/2013 7/21/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES(EaEoccurrence) 50,000 CLAIMS-MADE �X OCCUR F MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ Included GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PRO-JECTLOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Par accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ LIMIT,A WORKERS COMPENSATION 2001 W7501 7/25/2013 7/25/2014 WC STATU- X O R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N r A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,00 0,000 DESCRIPTION OF OPERATIONS r LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is required) Carpentry The workers compensation does not provide coverage for Troy A Thomas and Shawn M Doyle. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE D&T Construction Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 168 ACCORDANCE WITH THE POLICY PROVISIONS. Centerville,MA 02632 AUTHORIZED REPRESENTATIVE - ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) 1 The ACORD name and logo are registered marks of ACORD t r i 5u1j"328-1635 ' SPECIALIZING IN ALL FORMS OF ROOFING & SIDING `- doyleandthomasconstruction.com P.O. BOX 168 CENTERVILLE, MA 02632 F Fully Licensed & insured Construction Supervisor Lic#99913 Doyle and Thomas Inc.Proposes to perform the following work:- . ,. Location of proposed work: - s Ms,Cara Aupperlee , 1478 Santuit-Newtown Road Cotult,MA 02635 Date on which construction should begin: April 2014 x The homeowner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor , will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects In the existing structure which must be repaired;creating additional work which may ibed in is contract. In such case the need to be carried out a orderto complete the work the duration of the work and the rschedulehdate of complet on may differ,and homeowner agrees that that such variation is not to,be considered a violation of this contract. The total cost for labor and materials under this contract: $ 30 yr.GAF/Elk Timberline HD Architectural shingle(Life Time Limited Warranty) In the event that while stripping the roof we'find rot that needs to be replaced,the homeowner then has to agree and authorize any replacement or restoration. Then in addition to the above contract price,the homeowner agrees to compensate the contractor for any repairs or restoration at the hourly rate of$45.00 for a carpenter and$30.00 for a carpenters laborer,plus the cost of materials. r Thank You For Giving Us The Opportunity To Help You Improve Your Home , -Roof to be stripped and cleaned of all old shingles and debris -Roof to be papered with weather watch leak barrier, Synthetic roof underlayment,and installed with Timberline architectural shingles using galvanized nails. (Storm nailed) -All new 8"drip edge and pipe flanges to be installed -Cobra ridge vent to be Installed on all ridges -Timberetex premium ridge cap to be installed -A 5 yard dump trailer will be needed on site;and will be removed at completion of the job -Contractor will be responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of the estimate due at the start;and remainder due at completion of the job. Balance of all materials and labor shall be payable In full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the workmanship completed under this contract for a period of ten years from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment,but the contractor shall not be responsible for the normal maintenance,repair due to abuse,misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. The homeowner acknowledges that the form,content,and notices contained in this contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition,any such portion not In compliance shall be read and interpreted so as to have its Intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrlument on this date: Date: Homeowner i t r Contractor 0 + 508-328"1635 SPECIALIZING IN ALL FORMS OF ROOFING & SIDING doyleandthomasconstruction.com P.O. BOX 168 CENTERVILLE, MA 02632 Fully Licensed & Insured Construction Supervisor Lic#99913 Doyle and Thomas Inc.Proposes to perform the following work: Location of proposed work: Ms.Cara Aupperlee 1478 Santuit-Newtown Road Cotuit,MA 02635 Date on which construction should begin: April 2014 The homeowner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects in the existing structure which must be repaired,creating additional work which may need to be carried out In order to complete the work described In this contract. In such case the homeowner agrees that the duration of the work and the schedule date of completion may differ,and that such variation is not to be considered a violation of this contract. The total cost for labor and materials under this contract: Proposal to install siding on the back,of the existing home& Front&back dormer cheek walls would be t $2,315.00 Proposal to install siding on the front facing driveway would be an additional $750.00 Proposal to install siding facing santuit-Newtown road would be an additional$2,250.00 Proposal to trim remainder of home with Azek PVC as discussed would be $3,800.00 Thank You For Giving Us The opportunity to Help You Improve Your Home _� In the event that while stripping the siding we find rot that needs to be replaced,the homeowner then has to agree and authorize any replacement or restoration. Then in addition to the above contract price,the homeowner agrees to compensate the contractor for any repairs or restoration at the hourly rate of$45.00 for a carpenter and$30.00 for a carpenters laborer,plus the cost of materials. -Siding to be stripped and cleaned of all old siding&debris -Home to be papered with Typar house wrap -Maibec Grade A white cedar siding to be installed -All trim to be installed with Cortex hidden fastener system . -5 Yard dump trailer will be needed on site;and will be removed at completion of the job -Contractor will be responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of the estimate due at the start;and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the work completed under this contract for a period of one year from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment,but the contractor shall not be responsible for the normal maintenance,repair due to abuse,misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. The homeowner acknowledges that the form,content,and notices contained in this contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition,any such portion not in compliance shall be read and interpreted so as to have its Intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Date: Homeowner +>.�(cJ�t•.� Contractor 9 _ .... _.. _----.------ ' �e`�n�xnra�uue�clf�c�C�ll�c9;tcic�u:eff � _ • L\ Office of Consumer Affairs&Business Regulation. License or registration valid for,individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: registration: 145954 • Type: Office of Consumer Affairs and Business Regulation — _. -J, xpiration 3/15/2015 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 DOYLE*THOMAS CONST INC TROY THOMAS 499 NOTTINGHAM DR: CENTERVILLE,MA 02632 Undersecretary Not valid without si ature Massachusetts -Department of Public Safety , Board of Building.Regulations and`Standards Coil struction SUI>ar%isor SImciultN License-CSSL-099913 tI-N TROY A THOMAS 499 NOTTIN41AMA rE µ CENTERVIbLE MA 02632 Expiration Commissioner 04/13/2014 N • y J THE COMMONWEALTH OF MASSACHUSETTS ' i--�! Department of Public Safety One Ashburtonplace, Room 1301 Boston, MA 02108-1618 APPLICATION FOR LICENSE RENEWAL TROY A THOMAS 499 NOTTINGHAM DRIVE CENTERVILLE VIA 02632 ' Please note chn��ges to►rurili►tg rulrlress. Restricted to: License Type: Construction Supervisor Specialty _ License No: CSSL-099913.r f. Expiration: 04/13/2014 L N I. Is your name and mailing address shown above correct'? — Yes o If'No' print changes above. 2. Print clearly your E-Mail address 1 : No If'No' go to step 5 3. Do you have a Massachusetts Drivers License? YeYesJ No If`Yes' go to step 6. If'No- go to step 5. 4. Do you authorize; DPS to use your MA RMV photo. 5. Attach to this application a single 2 in.x 2 in. colot CASH made payable to the Commonwealth of Massachusetts 6. Enclose a check or money order(DO NOT MAIL ) non refundable processing renewal fee of S100.00. Write the license number on the front of the check for the required or money order. 7. Continuing education is r info see www:mass.gov/dps. include a copy required for each 2 year license cycle, for more of your certification with this renewal forte 8. Language Access Plan(optional). No If`Yes' go to step 9 a. Is English your pruil language? ;-�'es D ;-, b. Is your ability to read,write; speak, or understand English limited? _ Yes No c. Indicate your primary language ef the information I hereby certify under the pains and penalties of perjury that t tile besion f my on this is fora ge and a d t at helihave filed all state to 9 ) t 0 above is correct and that 1 have read and understand all of the t d aid all state taxes required by law and complied with all laws of the Commonwealth relative to the tax returns an P withholding and paymentpf child support. Date Signature of Applicant To: Department of Public Safety Mail; C,Completed Renewal Form CSL Renewal Payment P.O.Box 414376 n RMV/Passport Photo Boston,MA 02241.-4376 FL+--Continuing Education Certificationoniv I. Licenses not renc«ed by the espiratiou date shall hecOillc cnalti sot perylr and ylthat I atn tulablelto accesste nail nobifi`ibosetts Registry°of Zdotor Vehicles database 2. if this item is left blank I s\\ear under the pains and p This option authorizes the Deparuncnt of public Safety to electronically access my Photograph from the N4assa L,1CLD' ZgggZj solely for the issuance of this license. RenII): 307193 ' Rev: 1000-3000 Amt: S100.00 CONS TRUCTION SAFETY INSTITUTE OF NEW ENGLAND P.O BOX 132 NORTON, MA. 02766 BBRS COORDINATOR NUMBER r CSL-CD-0080 THIS IS TO CERTIFY THAT: NAME: TROY A. THOMAS ' ADDRESS: 499 NOTTINGHAM DR CENTERVILLE, MA. 02632 CSL # CSSL-099913 COMPLETED COURSE # CS-8002 COURSE NAME: 06 HOUR CSL COURSE START DATE: 03/14/2014 END DATE: 03/14/2014 S14EEHAN CSL-CD-0080 (508) 208-2631 Assessor's map and lot.number .........:............................. , 7 &4 _ 1A . .. Sewage Permit number OF- �o*TNET TOWN OF BARNSTA E Y ? 8AHB9TODLB. R,�c CV ate i63q KUL a'. BUILDING INSPECTOR 'EO MPY APPLICATION FOR PERMIT TO .... G1 .....4 ......... V. ...... 2 ........................................................... .................. TYPE OF CONSTRUCTION e C �� "" �L L��II ........................... .......... �....... .. . . !P:.. ..............19's TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Newtown Road, Santuit, Na ss. 02635 Location ....................................................................................................................................................................................... Residential Garage (Non-business) ProposedUse ...........................................................................................................I....................... ...................................... Zoning District Fire District Cotult ....R...`l... ..... ........:..................................................................... Name of Owner ......Charles. W...Phi.11ips......................Address ....Newtowm Road Santuit, M.. 02635 Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ...........................:........................................................ Numberof Rooms ............... ..NIA...............................................Foundation ... ................. Exierior C.edar. ... .......................................... Shingles ...Roofing Asphalt Shingles.................................. .. . ...... ................. Floors ..........Cement .Interior .. ....................................................................... .................................................................................... Heating ,,,,,,,,,,,,,,,,,,,,,Plumbing .........None............. Fireplace ......N...o..ne...................................................................Approximate Cost . ............ ,r.............................. Definitive Plan Approved by Planning Board _______________________________19________. Area ..1.. ....��r............. Diagram of Lot and Building with Dimensions Fee ..............�. ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH lV l Iy. your i O I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name.. .. ....... ....�...................... Phillips, Charles W. 17618 garage No ................. Permit for .................................... ......................... .. ........................ .ZJ-7V......ja;5.)Ivi Location /.7../0 Newtown Road . ......................................................... ............................................................................... Charles W. Phillips Owner Type of Construction ....................frame...................... ................................................................................ Plot ............................ Lot ................................ March 25 Permit Granted ... ..............19 75 ...................... Date of Inspection ............. Date Completed ... �...................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ...� -....-y.,-,�. . �—......R,�. .. - -- .— .. .-•" ',r.'-- �.�..�..'r1�'+..'b•�^,.�'�1!.�.r'�.���c,r�y�.�$,:,y{e3F�4,.X«.:r. �...-.+..r -�^ .+.> >. "ss...,�+;-'*'.`ri+� y ,. +.�� 1- 17 Assessor's map and lot number ................... ................... ^0 ma�yy{{ o f /� Sewage Permit number ............. ` ....1.. ....................GLGa! °fTHE.r TOWN OF BARNSTABLE Z BAWSMULE, i "6 9. BUILDING INSPECTOR awar° APPLICATION FOR PERMIT TO ......, •;....c;;/.t... /..� � �.......� ....................................................... ................ ........,4 ...,... C C 7 a LM/ � 4 /its �.) TYPEOF CONSTRUCTION ............................................... s ............r...................................................................... ./. ? .:.. .................19f- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Newtown Road$ Santuitt ilia. ss. 02635 Location ....................................................................................................................................................................................... Proposed Use ..Residential Garage (Non—business) .......................................................................................................................................................................... ' Cotuit ZoningDistrict .....'*..°. ..;.....................................................Fire District .............................................................................. Name of Owner ' 1 e� w Address Newtown Road Santuit.y Ma 02635 -.,..�?`..,...:......., ..D 1?'a.l�,-r ...................... ............................................................................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .............�/A...............................................Foundation .... ................ Cedar Shingles Asphalt Shingle; Exierior ....................................................................................Roofing ......................................: ........................................:.... Floors ...........Cement .Interior .......................................................................... .................................................................................... Heating 1`T4n8..................................................................Plumbing Fireplace ......Bone Approximate. Cost 1 ,! ............................... ...... ... .................................................. Definitive Plan Approved by Planning Board -_______,_______________________19--------. Area ..... Diagram of Lot and Building with Dimensions { .. `..-e Fee ............. . SUBJECT TO APPROVAL OF BOARD OF HEALTH f� fv Y i a / ti v \'t I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. , Name .. .....: :✓??............, ........................ Phillips, Charles W. � , 17618 permit for .,,garage No ............ ........................ " Newtown Roa Location .............................. ................................. ................... .... i- .................................................... Owner Cha rles W. Phillips Type of Construction ..... ... fra..m...e... ................... ................................................................................ LoPof ......................... . t ................................ Permit Granted arch 25 75 ........ ..........................19 Date of Inspection .......... .........................19 Date Completed .................. ..................19 PERMIT REFUSE ............................................ ............. 19 ........................................ ............................... ....................................../.................................... i ............................................................................... �. / 7� Approved ( � . 19 ............................................................................... ............................................................................... , i , s - f r G _' F• � _ SMOKE DE r ' t i 1 I. ti T : TO REVIEWED BARNST �� x. ABLE UILDING -- j DEPT r DA 1 i -1 , I J : L• : ¢ I I I , I � • :1 1 EP , TM NT REQUIRED F0 d R PER 1 r EATE ES ARE R r - - I f 1 F r I I r I j t 1 , i t REQUIRED . 1 i UPGRADE R t STATE' DIN CO . .-, ..,- -- ` {• i ;., Y _ ..' DING OF: WOKEt?U DE DE REQUIRES THE UPGRADING L l HE ENTIRE DWELLING WHEN •TEC _,. _j, I NE OR MORE �' .._:. ; ._ ..; _._., a• ., j_ . ..- �. .. . I j i i PING AREAS ARE ADDED OR CREATED.; • 1. .. ! ;. } 1�1 EE • . i , 4 �. , , I. :. � , • •. _�- — + '.. t� PERMIT IS REQUIRED FOR THE. . I r _NSTALLATION- ( - ELECTRICAL. PERMIT DOES T SATISFY THIS REQUIREMENT.RS THE F i S • I a } i ._ � ., .� , .. � .. _, 1 '• � ?� - i .1 it - .. � I , 1 1 r is < �. '. v -' � "t + � -__ —• - _ : • 1 i I: , i :i I I• ti I s. CARBON M z I , ONOXIDE ALARMS ; T BE INSTALLED PER r MUST MASSACHUSETTSBUILDING CODE ------------ , I I L • F t i ' , - . , . : M1 ,_ . i -7 ;, . i , :- t I i I , i. y ;.; p ,. { .y r j s_ I ! t r 5i"'II'.. i! 17 '., > t J. ;+ j f ;I J { t I �:I ! } ') � , . { Q/p� } 1{ 1.,: f ,I� 1 ...:,! �'. y '`.!! .• :}_ F il� 'i I {' _ I '' rl ...lr�" ' a�;1„-t 1 0 t/ I i , Ji I L ; ,�(?�I 0� - ;... � . f r : a {. 1 i. i i t _,:, ..J q. 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( i _ l: I{ } ; t _ _ _ _ I -'..,..."• "y'�`_ _ - 7 I n f r '_11 .1 i...p, .,tc -.3J ', -_.r..�.. I _ I �1 - 1 _ r.1-. ,Y -1- 1 t f,. V,l - 1i i f i1. i: �f I'll �. t ;, 9c. r I n,f r I Gs t l i ''I 1 , : f� ! J to Sa r' } I, .. . _;-__ ..__, it q!, _ _v k. 1 "I: I ''I 7 +- t �' }: . p i 1.. }. i' ( I 7 FI' 1 + I ti } i r= ! . �: . I k . . : -. . :,; I +e : • I i,; I I t 1 .. t a 1 I r' I 1 i. 1 3, _.... -._ . - . ' 1 V,I — t L, 1 "v, i J f Fi r { r :' 7 _ + + . { f. I f, i. -C . . , I� it i I A I i i t ( I S ,1, ' . . _ ... . Y I J.. 1 i z I t` .. .. , , A '' )4 i .. ..,. tt_.' C'-ll v tU . ` ' . . , , : :. .. _ , . -.. , , - . : : : �. i I ' ., ' _. . . _ - -. . .. - - . . : t Ili �4 I • . - - - _ . NL • w� °a3°Eo�aao ^,^Q a mfiSts��m -q —J ----------J , • 0. occna sp o� Q um� xn I f a `s I I - I I I I ' I/2"A.Wi20 Joists812'o.L. I - II holid Alai blocking o midspan i � - - .. �• C 1 • + I I I himpsonm ITh 2 a�G/9%7 hanq¢re Q , - `` T � � I I o 1 X X P.T.2 x 1 o Jois+s e I ro"o.L. P.T.2 x 1 a Jols#s a I .Impsonm LMaxm LUG 2 I O hangers®pasts himPsonm LFlaxm Lu�i 2 B hangers e 1 G m a C C • ` `•• ,0 �JLaIE: 1/4"- 1'-0" LLI O U - • • %"x%"x I/4"Pla+e washers '1. ' ° 9 B"m.L.and a"from sill plate ends. EXIrpTIN4 POUNrJATION -------------------------- j __---_—__-' - ____--__-____�A — Y < rr v 1 tk .d F m m mO • Andersanm2B 1 1 W m S a i11 e.4- wo far 60z IR9 _ _ I aLLess to new basement • .._ �� � � �O 3 ry mil poly apa-barrier I! _ /1 ZZ W U u CI` 0 v OLU v Andersenm201 I r • - j EXI9+TIN4 PaUWATION O a .o. CR 2'-B I/4"x I'-Y I/9 I I 9 I d I I n sa ®� ' r Q I I Traads®a � • B">i 7'-!a"Poured Lonuete fmundatimn G •—__ � , � 7-i 2 #inuwL � Q foo+inq w/2 x4 kevwav a r wo 6 I o^y yono#ubem/pigfootm2 4 FOUNp,+4'rlOFy PLAN ' - poa-ed Lonua+e Lmlumn foo+inq O o'o o s a`o ^d and him: ACIU44 pos+bast. m �JLpI e: 1/9"^ 1'-O" Dut•+.+�� l!eonm I Om��'N9N T Addi+ion AspeL#�a+lo(L/w 1- I.rime �m�_ �E ll) y _ • - DRAWING TYPE: FOUnda+ion Plan PIr O�Ploor Praminy Plan SHEET NUMBER: • A 1 00 ` `� tA _ HH _ am�sE S m' °tEa 3�os3 • J Q �D adre�n33�Qa Q C om. s9 a`y 3 is L 71 e Andersen-rW 2 4 9!0 -- - Z • t I � v r-- Ill 1- • - � � it O I�ew en+ranae e 4- - o nd 0 e%is+ing house ` _ d ersena'T-W 2 4 4 fo • r. 2-l0 1 B %4'-B� B i. - - E m ( vu up N e Q o I • EXl�rING H-lu is ` Q_ N V' n V W 3 3 W m J L E Q °— < z w v @ to U U e w g vo PLAhJ �o 5� oI/4 Om ;vdJ .... ........... W,11.#d L,;,;— ad .. _ _ New walls } mm F! All hlasUramen#s/Dimensions ara#o a° p 3 • d � '4 0' be site verified by Gan ral Gon}rac#or �a�1p 9 • a#time of eans+rue+lon \ d` dL b` Cxaap+lomwoad structural panels wi+ha <a Q�og . min mum thickness of 9/I G inch(I f.l mm)wnd maxi m span of eight faa#(2 4 9 0 mml-shall be if • permi##ed for opening protection In one-and O a 1 V-4 I/4" d 1 2'-y %/4" two-sta-Y buildings.Panels shall be grew#}o N y F'�,y o e eo�ar the glazad openings with attachment e .�n`.N T hardware prodded.A#+ac+man+s shall be "3 0�'p E N ti 90'-0" .provided in accordance with 9Cr044-IF r4bl. 9901.R.I.R or shall be designed#o ra-pis#+he L E - en+s and cladding loads de+ermined in •���,�u —A.—wPrh the provisions of+he International puildinq Gode bu#u#il'wing the v K !L wind loads sa#for#h in 70o Glyn 09.00. DRAW IN6 TYPE: Ffrs}Flaor plan -' SHEET NUMBER: A 2 00 a v :7 u m c"Eta c 1 . � O�Ec3m �s mvfl9 � m ga3�= os"tea"p acg�s, "s In d o °S m_a3S oaa8 II • - � w u. ,� amp Om°�n I I I 9 I/2"AJr�20 Jo'nte® f 2"o.c. � � 90'-D" •.• ' I 1 I I 'I l - , oiofd AJoi blocking a mid-pan j d d d O I oi,mpsan ITy 2.ei G/9.97 han4er- m _ P m F � 2!'I '9%9"!><911!!%2"�Jersw4amm �r 'Py'y11'n •-n i 3 O I I A- , �h�GONfJ FLOO'�f'�AYIIE LL____ Ar X Q 1 w m i` a ylrnNa moon O U n I 0 i Ew�fING HouhE � n Ca, Anderoenm GX 1 5-2 F�C-Oh-oOry % ! e _ O ` ee .. _ O !we c m � s \ i ___ ____ _____ . - --- ----- ----- ---- --- ----------------- - ----- 4 tw yrc�pp� ' �� � J K U 3 O '( �OOf pelow �Dof pelow , # •,j r u s R x I. - A heGONI�FLOOF-PLAN lu �' 07mp-an H 2.ei hurricanetie..m I&"I.I. n p P I a P P - � SLaI B: f/4'•a I a_O � �m I _ O r_ j I 1 Existing wall- , I Engineered"�itandard"firu--e-®2'o.L. I - y - I 1 Q All I-(e-uremen}-f pimansior, nra+a a Q I �ooF bracing a 4'-0"o.c. 1 1 be-i}e—iflad by General Gon#raetor - o o° • I far Iconnac+inns I I I prone I I 1 1 a+time of con>+rucfilon a i m°3 \ . I �� � � CxcsF}iom wood-iruc+ural panels with a ��'�o W>o, \ I�Idge line m imam thi .I u° T F� __ __—_ — - d maximum spannaf I�fee}�2n4 90 mm)-ha111'be a y�ra�°�p c -- — r -- _-- - - •HH 12'-1 O 1/q" d 1 9'-0 1/2" 9'-4 1/4" Fermifitad for opening rrotaction in one-and f I I _ two--+cry L UiIJmq-.Panels-hwll be prow+ - I I j I ewer+he glazed opening-with atfiachment �us.,„a`o F1—F b-acing a 4'-0"o.c. o O'-O" hardware Attnchments-hall I I I Fa- I connections I ded in aacordance wi#h 760G '��__m �pane pro�i Twbl�h a l I, 3901.S.1.8 or-hall be designed fora-isfi �`9°cE�� Is I, -- -- - • com,Fonen#s and cladding loads determined in sN O .E +he —ision-of the t puildinq Gade bu#u}ifzinq+he ""°� 01 1 Engineered"h+andard"+rus-es®2'o.c. II wi,it—d--e+forth in 7 BO G1-IIa•39.oO. I oiimFson H 2.9i hurricane tie-9 1 1 o 1 .L. I - � ill 1 11'flhillimr-o p-R coon c+ -a I ev a. I DRAWING TYPE: 2 xB oaf}ers a (!a"o.c. I I heaond Floor Frame flan 441 i= r7eGond Floor plan pimr-on H2.ei hurricane tie-e 1t"o.a. F-aof Frame plan SHEET NUMBER: �- GOOF FT-AMC PLAN r r a3�Ym�ga p a a=vwIz;t q m 1= ° auuo- 3a'Lvm � 0�3 emo�aoD Q o `�ana3;og� Q � a g - • Gon+inuous ridge vent Archi}ec+ural asphalt shingles(+ypJ 15•Pel+paper(+Yp.l 5/0"APA rated sheathing(typ.l Ice and water shield(+yp.) Engi—red"5}andard"}ruses a 2`o.c. Proper vents e 1 to"o.a. 12"PG.InsUla}lon �90 C 2"F-igld foam insulation a 24o.4. 3 hlmpaon H 2.5 hurricane ties e 2 4"d.c. _ O Aluminumgut+ere+o drywells 1 x_PVG trim boards 4- - "-- - - -�-- 2/2 xe Headers w/rigid foam ltyp.l white cedar ahingles e�i"t.w.(typ.) TyvekTM housewrap(}YP•) White cedar sh glen a 5"4—I+YPd __ _.__ _ __---- _ - - - R_.x _ _ --_ -- _-_`_ N < S y TyvekTM hausewrap C+yp 1 O 2 xto Wall stud a Ito"a-(}ypJ 1/2"APA rated"full-heigh}"sheathing(typ.) x r 4iiTP—o connectors e I 2"o.c. 2 xto Wall stud® I fo"o.c.(}ypJ ��- 5 I/2"N.O.InsUla}ion 2 I- > O v .\ ZxB oaf}arse Ito"o.c. �1 %/4"APA rated t.dq.subfloor ui 1/2"W.O.Insulation-1=2 1 - ' _ 2 xtoGeilinq Joists® 1 ta"o.a (glued and nailed)) _ F Z �ilmpson H 2_v hurricane ties e 2 4 -- e, 1f 2"AJhm 20lois4se 1 2"o.c. - W. 0 'him ons ZMax AG 4 os+ca I xta F Ve,beadbaard 9 1/R"AJhm 2 0 soild blocki nq QI Ps P Ps 2x0 Headers(}yp.) CL O 2/2x1 Ow/ I/2"plyhaaders - . White cedar shingles a l}ypJ - N • P.T.A sUppor}.post - TyvekTM housewrap(+ypJ n N • � 1/2"APA rated"full-height"sheer}hinq(}ypJ � + � J � s Q 1 x_pVG+rim boards d m m • 2 xm WaII stud a Ito"o.c.(+YP.) � I _ W <q Lu 30 •�2 1 2 I pw N ^ am "N.o.nsulAtlon�� ^ � 9/4"APA rated},d subFloar - B"H.v.lnsula+ionp.90 (glued and nailed)) m -, F m I . Trexo 1 xm decking •- / � � V u m m e - 9 I/2"AJhm20Joistse 1 2"o.c• 5/B`x 10"Anchor bolts w/ //� 0 W �® v= RT.2 x l O deck foists e Ito"oz. 9"x x I/4"Plata washers VVV I � � i'M �."9 B 6.and e"From sill plate ends.-� - b• U�1 p U a a 1timpsonm 2,Maxm AP»44 Port foot 9 1/2"AJhm20 soild blocking - �` -- - Ill -iimpsonm LI`laxm LU5 2 B hangers r\vim/� t� y. oiono+ubem/ • - poured conare}e porch footings B"x 7`-to"Poured concre4-e ' PS foundation se+on Ifo"x 1 2" _ continuous concrete footing V. w/2 x 4 key way. 6 Y�- 9"poured concrete slab ,i - - - @ U w w/Pibermeshm and ev Mil.poly Z Q 1� I U U d O N LU W L UIL� �E N_G G to ,�. p,400 Gale: f/2" DRAW ING TYPE: TYPical P-�uildinq oiec}ion"A" SHEET NUMBER: A400 Un-mimm " Q 2 0 •Vma&3i�� p �a a � a. 2 J S K ' iL-=---- -- - --- ------------------------ ---- -----i • � "�z ��t-err et_eYhriohl Z e 2?full hea#h nq provided W 4 7%re,Nrad I 00 %I B.B a'full height rheathlnq s� �IqZ L� vo 2 i • I i L� •.r pw mo am df L-------- ro tl�i p u $v _______________________ _______ .. a e a eLEYP IOty f o full Neigh# HE ''1 . • - ` !na%reyarad !`�1 %07.9�R'tptal wall area - 219.9 GJP full height eheathinqEl -- -- — YN u o�� ti �3C 3n'E 111 y Oi g"aoz LA E > m 1. I I I I I I I I i I DRAWING TYPE: f ______________________________________________------- „i E�evai'ions n�IaHr E�EYArI� SHEET NUMBER: 5 2%full height sheathing prodded' 9 7%re9ulred A O ' S 1 4.lo hP#oral wall arcs U 2 toB.a�iP foll.heght rhea#Mng NOTES— LOWEWS POND o ZONING CLASSIFICATION: RF FRONT 30' SIDE 15' REAR 15' N 3 LOCUS o ti�l THIS PROPERTY DOES/DOES NOT FALL WITHIN THE WATER RESOURCE AREA. THIS PROPERTY FALLS IN FLOOD ZONE _.�_ AS SHOWN ON FIRM COMMUNITY � o PANEL NO. 250_Q01 0021 D -_- DATED JUL) 2� 1992 CB/DH(FND) LOCATION MAP ASSESSORS MAP: 25 �- PARCEL: 17 N 81 °01 '15» APPROX. LOCATION DRIVEWAY 246 39, w OF SEPTIC TANK 21 .24 16.53~ ` --�. 23.84 0 PLAN REFERENCE- -� PL.BK.75 PG. 113 I CB/DH(FND) DEED REFERENCE- ---------i------------- ---------- t c„ EXIST; �' BK.24625 PG.48 DWELL. ; 15.45 41 .87_ 18.72' z 24.46' __---I __.__ : 2 0 - , II � 32 ---T' CAR q _ oo II + - GARAGE 00 N 00 HORSE �-- NTHOSED PORCH AEA ADDITION o SI-�tD` 0-) cn -,-- (SEE ARCHITECTURAL PLAN) 70.96' EXISTING TO BE DEMOLISHED IN AREA OF ADDITION , 3.49 SITE PLAN SHOWING PROPOSED O DEMOLITION & ADDITION IN CO T UI T (BARNSTABLE), MASS. PERIMETER PADDOCK 3.09 AS PREPARED FOR 37,373 SQ. FT. AREA MICHAEL J. & SANDRA D. A UPPERLEE -o w 0.86 ACRES f & CARA D. A UPPERLEE CB/DH(FND) 1478 SANTUIT NEWTOWN ROAD SIGN 00 J PA UL E. W S EETSER PROFESSIONAL LAND SURVEYOR N g 263' 77' GATE 1 01 ,15)' W P. O. BOX 1146 DENNISPORT, MA 02639 (508) 394-4924 IP(FND) ZNOf ARA REVISIONS— DATE JULY. 12, 2010 N SCALE 1 =20 U A v �q�£ss,®gib FILE NO. 2 0 6 0—0 0 Np SURD SHEE T 1 OF 1