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HomeMy WebLinkAbout0801 OLD POST ROAD �. 8of O,�� .was�- �? v � _ � i ,, 771- TOWN OF BARNSTABLE„BUILDING PERMIT APPLICATION., Map- .0173 Parcel ,mod Application # � Health Division Date Issued a7 Conservation Division Application Fee .r .: Planning.Dept. Permit Fee d� Date Definitive.Plan Approved by Planning Board G Historic - OKH Preservation/Hyannis f Project Street Address r� �C��LS � ✓ Village - ' Ownerress Telephone G25—!� � a. Permit Request Square feet: 1 st floor:,existing NOD oposed /I/12.9d floor: existing 100 proposed Total new Zoning District Flood Plain- if/d Groundwater Overlay Project Valuation ,:�4 , 0.. Construction Type Lot Size ® Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ell Family ❑ Multi-Family(# units) Age of Existing Structure .36 y Historic House: ❑Yes 01l On Old King's Highway: ❑Yes P-N'o Basement Type: U'Fu m`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 L new f Total Room Count (not including baths): existing new First Floor Room Gount Heat Type and Fuel: Q Gas ❑Oil ❑ Electric ❑Other ' ' Central Air: Lr s ❑ No Fireplaces: Existing New Z) Existing wood/ I stove9U Yes trNo �.--� -0 S Detached garage: m'existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑exi ting View size_ Attached garage: ❑existing ❑ new size _Shed: existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION-- (BUILDER OR HOMEOWNER) �v r� /' /� Tele per' Name f% hone Number Address License # e. 5 �� .'5_5__ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE pppppp— FOR OFFICIAL USE ONLY ..APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER K DATE OF INSPECTION: /o FOUNDATION �� ®� G FRAME doe OK ��Q�QG�l1y i F INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r - PLUMBING: ROUGH FINAL GAS: ROUGH s` FINAL FINAL BUILDING //(f `� D k DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations• ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): /n' Address: �X lr,� City/State/Zip: e?�_ �T5___ Phone.#: 5291 Are you an employer?Check the appropriate box: Type of project(required): am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). .`�` .2.❑ I am a sole proprietor or'partner-' listed on the-attached sheet. T. 0'.Remodeling ship and have no employees These sub-contractors have g,'❑Demolition workingfor me in an capacity. employees and have workers' y P �'• $ 9. ❑Building addition [No workers'comp.-insurance corms. insurance. �10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their' I LEI Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required j t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit 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. If 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 the policy and job site information. Insurance Company Name: (�(, �2/ � - _ %- ' Policy#or Self-ins. Lic.#:_ CO���. —��'—�� Expiration Date: Job Site Address: / 0�� � City/State/Zip: p 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 tip 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 under�e painMena of perjury that the information provided abov is true and correct - Sinafore: �. �� � • Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions 1 . Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." other legal entity, two or more [o er is defined as an individual,partnership, ciation, corporation or o g ty,or any An emp y - 1,P P of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or tiustee of an individual,parinership,association 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, construction 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." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states'Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance azth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, it necessary,supply sub-contiactor(s)name(s),addresses)andphone number(s) along with their certificate(s)of . insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a PY required.policy is r uired. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of 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 Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or 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 file for future permits or licenses. A new affidavit must be filled out each cial venture year.Where a home owner or cit#en is obtaining a license or permit not related fo any business or commer (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete ibis affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The e6r monwealth of Massachusdts Department of IndustrW Accidents 4fftce of Investigations. 600 Washington Street Boston,MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727n7749 Revised 11-22-06 ' www.mass.gov/dia DATE(MM/DO/YYYY) i CERTIFICATE OF LIABILITY INSURANCE 08/29/2008 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION sk Insurance services, Inc. ONLY AND CONFERS NO RIGHTS UPON_THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 646 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NE 68103-0646 (877)234-4420 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Continental Indemnity CO. 28258 rover,"Carey INSURER B: dba Grover Buildiong and Remodeling wsuRERc: PO BOX 1080 INSURER D: Cotuit, MA 02635-1080 CTL 1273 427311 INSURERE: OVERAGES ISSUED TO THE INSUED NAMED ABOVE FOR THE POLICY PERID INDICA T NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT O WHICH THOIS CERT F CA EEN IES N E NOBY THE AMAY BE ISSUEDND CONDIITIONS OF SUCH POLICIES.R MAY PERTAIN, EAGGREGATE LIMIINSURANCEOTS SHOWN MAY HOAVE BEEN DESCRIBED HEREIN REDUCED BY PAID CLAIMS.SUBJECT TO ALL THE TERMS,EXCLUSION POLICY EFF CTIVE POLICY EXPIR TION LIMITS JSR DD' TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MMIDDM/ JR NSR EACH OCCURANCE $ GENERAL LIABILITY PREMISES Ea occurence $ COMMERCIAL GENERAL LIABILITY MED EXP an one erson $ CLAIMS MADE❑OCCUR PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO. LOC JECT COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY $ ALL OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY HIRED AUTOS (Per accident) $ NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EACH OCCURENCE $ EXCESSIUMBRELLALIABILITY AGGREGATE $ OCCUR El CLAIMS MADE $ $ DEDUCTIBLE $ RETENTION $ X O Y LIM T ER WORKERS COMPENSATION AND E.L.EACH ACCIDENT $ 500,000 EMPLOYERS'LIABILITY 08/31/08 08/31/09 A ANY PROPRIETORIPARTNER/EXECUTIVE 46-80$700-01-01 E.L.DISEASE-EA EMPLOYEE $ 500,000 OFFICERIMEMBER EXCLUDED? It yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 SPECIAL PROVISIONS below OTHER )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CANCELLATION ,ERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Grover Buildiong and Remodeling DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE PO BOX 1080 TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE Cotuit, MA 02635-1080 NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Attn: Project Manager REPRESENTATIVES AUTHORIZED RE ® 1783118 T� 0 ACORD CORPORATION 1988 4CORD 25(2001/08) � .� Bva�'d'o1'•BdflIBiR�`Tt'��hl(t�s-aSf6��dfi�llh'B�s � , HOME IMPROVEMENT CONTRACTOR ' Registration: 1e4322 Ll Expiration: 9/23/2010 Tr# 274090 Type: DBA - GROVER BUILDING+REMODELING � CAREY GROVER . 56 BOWDOIN RD MASHPEE.MA 02649 Administrator Construction Supervisor License License: CS 77754 Birthdate: 11/22/1957 Expiration: 11/22/2009 Tr# 6877 Restriction: 1 G i CAREY C GROVER PO BOX 1080 COTU IT,MA 02635 Commissioner Tafti Town of Barnstable Regulatory Services . • setuvb-r� • wAas. g, Thomas F.Geiler,Director '`�ED►AaI� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L tv-1 'f2(.�=l7 ��(� � , as Owner of the subject property hereby authorize A4 to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner V D Zte ����'/ems Sf�/GE� �c�./��-c/.�✓ Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O VJNERPERMISSION Town of Barnstable Regulatory Services BA " Thomas F.Geiler,Director RMICLF- ass 0.19. A,�� Building Division Tom Perry,Building Commissioner 200 Main-Street;-_Hyannis,MA 02601.. www.town.b arnstable.ma.us Office: 508-962-403 8 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 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 than one home in a two-year period 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. (Section 109.1.1) 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 tmderstands the Town of Barnstable Building Department miniminn inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Budding 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 botneowner perfomring work for which a building pemrit is required shall be exempt from the provisions of this section(Section I D9.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such wor3t,that such Homeowner shall ad as supervisor." Many homeowners who use this excaniption are unaware that they are L=ming 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. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. 'Ile homeowner acting as Supervisor is ultimately responsible. To ensure that the bomcowner 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. Om 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:bDrn=Xempt Sot ©�� �'oS i �?zr !i i RA AWC Grride to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 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 RoofPitch ...........................................................................(Fig 2) .................................................a 5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................. Oft <_33' .� 4 BuildingWidth,W................... ...........................................(Fig 3 .....:............ ................:............. .ft <-80' ( 9 ) Building Length, L...............................................................(Fig 3).................. ................ .............. ft 5 80' Building Aspect Ratio(L/W) ......... .....................................(Fig 4)................................................. / 3:1 [� Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................6 8`'<6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................................................................:................•---------- ConcreteMasonry.................................................................... ................................................... ........... 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... 6-9 in. !� Bolt Spacing from endfjoint of plate.........:...................(Fig 5)....................................I_in.<-6"-12" Bolt Embedment-concrete.........................................(Fig 5)...... ..........................................._Z in. >7" v' Bolt Embedment-masonry.........................................(Fig 5)...................................................................................---a in.>: 15" v' . PlateWasher.................................................................(Fig 5)..............................................>_3"x 3°x'/4" v� 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. C)ft<-12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................:................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... © ft :5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)....................................................Q ft <_d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(Per 780 CMR Chapter P 55)......................;3/4 m t� Floor Sheathing Fastening..................................................(fable 2)...�d nails at_in edge/Z? in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)........................... ft 5 10' �. Non-Loadbearing walls................................................(Fig 10 and Table 5)...........:................ft 5 20, Wall Stud Spacing ...........(Fig10 and Table 5 i n.<_24"o.c. Wall Story Offsets ...........................:...:........................(Figs 7&8)................... ._t^ t 5 d c/ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........... ................ ............:(fable 5)............------ --- ...2x - ft in. ✓' Non-Loadbearing walls............................ ..............(Table 5)......................... ....2x 6 7 ft in. _ice Gable End Wall Bracing Full Height Endwall Studs......................4.....................(Fig 10)................................................................. v' WSP Attic Floor Length..:............................:.................(Fig 11)............................................. O ft-�:W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................................LG ft>-0.9W !� _ " 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 v— Double Top Plate Splice Length. . ......'..................................................(Fig 13 and Table 6).................................... Z4 ft Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... c� AWC Guide to Wood Constrcrction in High Wind Arens:110 mph Wind Zone Massachusetts Cheddist for Compliance(780 CMR 5301.2. .I)' Loadbearing Wall Connections Lateral(no. of 16d common.nails) ..........6....................(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).................................. fr-p in.__511, SillPlate Spans ........................................................(Table 9).................................. ft 0 in. <_11, Full Height Studs (no.of studs)....................................(Table 9)....................................................... 3 tr Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. 3 ft b in. <_12' t� Sill Plate Spans........................................... 9)..................................-3ft d in.<_12" t1 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 ........................................................ .......................� <6'8" SheathingType..............................................(note 4)..................................:................:. Edge Nail Spacing.........................................(Table 10 or note 4 if.less)...... .................. 3 in. !� Field Nail Spacing..........................................(Table 10)................................................ 12 in. v Shear Connection(no.of 16d common nails)(Table 10).......................................................'* t-41 Percent Full-Height Sheathing.......................(Table 10)....................................................�1% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension,L t ' Nominal Height of Tallest Opening2.............................. ���5 6'8" r/ ......................... .. _ SheathingType..............................................(note 4).....................................................CAP.5 v Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3 in. Field Nail Spacing..........................................(Table 11)..........:...................................... tZ in. c� Shear Connection(no.of 16d common nails)(Table 11)....................................................... '/+ [� Percent Full-Height Sheathing.......................(Table 11)................. .............................2.5-% L' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?................................... ........ y 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. . ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...........:..................:... ::..:........:(Table 12)............................................U= ZV�PIf Lateral.............:. . ......(Table 12)..............................................L= IX plf .. ...................... Shear...............................................(Table 12).............................................S= 77 plf ✓ Ridge Strap Connections,if collar ties not used per page 21... (Table 13).................. ........:...T=Z35 plf (f Gable Rake Outlooker..........................................(Figure 20) ............. C� ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)........................,...................U= (7 lb. [� Lateral(no.of 16d common nails)...(Table 14).......................................L Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ [i Roof Sheathing Thickness.............:..................:.......... ..................................:..........Win.>_7/16"WSP v� Roof Sheathing Fastening............................................(Table 2).............. . 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 14 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per figure 189 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. Cow i i Ay--DES(0,)) U-C 1� AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wand Zone Massachusetts Checklist for Compliance(780 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: L 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 -WHEN THls EDGE REM ON F'FlAMING USEBd NAIL$ AT6'n.c. 11 1/ - tl It 11 r 11 It N FI ,,Sxx 1 11 It ■I O 1 - 1 ••[[ 11 11 1 _ Y 11 rr.� O r/ or, of m It R ' 11. trQ - ao h 06 •1 1r g O 1 Ir 1 i It g 1 1I. t1 /I 11 t I WUOLEMGE `------- WAILSPACNVG I`, PANEL a j� See Detail on Next Page Vertical and.Horizontal Nailing for Panel Attachment ` AWC Guide to Wood Construction in High Find Areas:110mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 1 4 / Z Q 1 1 + 1 ! 1 1 ! 1 1 1 1 i + ' FPAMM MEMBERS ' i EDGE RaT MEDIATE 1 j rMpj l 1 t 1 1 STAGGERED 3 MNl ML PATTERN PANEL PAWL EDGE DOUBLE WAR_EDGE SPAMG WUAL Detail Vertical and Hot zontal Nailing for Panel Attachment REScheck Software Version 4.2.0 Compliance Certificate Energy Code: 20061ECC Location: Mashpee,Massachusetts Construction Type: Single Family Conditioned Floor Area: 192 ft2 Glazing Area Percentage: 31% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 801 Old Post Road Stewart&Margo Goodwin Steven Cook Cotuit,MA 02635 801 Old Post Road Cotuit Bay Design,LLC Cotuit,MA 02635 43 Brewster Road Mashpee,MA 02649 508-274-1166 Compi6hce:_ Compliance:2.4%Better Than Code Maximum UA:41 Your UA:40 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 204 30.0 0.0 7 Wall 1:Wood Frame,16"o.c. 189 19.0 0.0 8 Window 1:Vinyl Frame:Double Pane with Low-E 19 0.320 6 SHGC:0.35 Door 1:Glass 40 0.320 13 SHGC:0.35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 192 30.0 0.0 6 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 bee esigned to meet the 2 IECC requirements in REScheck Version 4.2.0 and to mply with the mandatory requirements list i he REScheck I pecti Checklist. Name-Title Signat Da e Project Title: Report date: 12/31/08 Data filename:C:\Program Files\Check\REScheck\goodwin.rck Page 1 of 3 REScheck Software Version 4.2.0 Inspection Checklist Ceilings:- Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane,with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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 wane-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: ❑ 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 clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation:, ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Duds in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Project Title: Report date: 12/31/08 Data filename:C:\Program Files\Check\REScheck\goodwin.rok Page 2 of 3 Duct Construction: Li Air handlers,filter boxes,and duet connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 12/31/08 Data filename:C:\Program Files\Check\REScheck\goodwin.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate . . Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 0.35 Door 0.32 0.35 .. Water Heater: Name: Date: Comments: ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: vrt_ &✓/ ��� Site Address: L <Y Applicant Phone: print Town: Applicant Signature: Date of Application: NEW CONSTRUCTION: Choose ONE of the followin two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS - MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Wall Perimeter U-factor floors R-Value R-Value R Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R=19 R-10 R-10, conserratioh Act(NAECA)of 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheek/ ADDITIONS.OR ALTERATIONS.TO EXISTING BUILDINGS.OVER'5 YEARS 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 Formula: (100 x b_a) SF 100 x - _ % of glazing (b) Glazing area equals SF b a If glazing is<:40%.use the chart below. If glazing is> 40 % rcjceed 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 Depth .39. R-37 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 openings). SUNROOM—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 ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120T) Assessor's Office. 1st floor Ma o 2%2 Lot 00(�--00 b Conservation Office Oth floor 3 7 9.f' Date Issued Board of Health Ord floor opn+� Engineering Dept.lard floor) House# T�v Ix-o-V � Planning Dept. (1st floor/School Admin.Bldg.): STASM _ Definitive Plan Approved by Planning Board , 19 SEPTI KMAIR (Applications processed 8:30-9:30 a.m.&1:00-2:00 p.m.) ANSTAL`E® CO�usT BE ENVII®W"7TU SCE �.�N PAENTAL CODE TOWN OF BARNSTABLE. � � � qTo®�S _ Building Permit Application Project Street Address Village ii! Fire District ' Owner /// Address, Telephone Permit Request: Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appols Authorization Recorded Current Use Pro sed Use Construction T �a t Existing Information Dwelling T S• le Famil Two family Multi-family Age of structure Z� !3 Basement type Historic House Finished Old Kin 's Hi hwa Unfinished Number of Baths No.of Bedrooms Total Room Count not including baths First Floor Heat Type and Fuel Central Air Fireplaces Garag . Detache Other Detached Structures: Pool Attached Barn ' None Sh Other Builder Information Name r Tele hone number L Address i License# Home Improvement Contractor# 110419 5� Worker's Com nsation # — NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Project Cost A:wAK ft�0 Fee v ' U� SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T r .• x4*4 FOR OFFICE USE ONLY 3/20/95 1 .008.003 ADDRESS, 801 Old Post Road VILLAGE MYEXK� Cotuit OWNER Stuart Goodwin DATE OF INSPECTION: FOUNDATION FRAME INSULATION , • • FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING: DATE CLOSED OUT: ' �� ASSOCIATE PLAN NO. 5 i -C DEPARTMENT OF PUBLIC SAFETY f, COpjl%NIONWEALTH ONE ASH13ORTON PLACE r OF BOSTON,MA 02108 MASSACHUSETTS L I T EXPIRATION DATE ATE LIC-NO. L EFFECTIVE DATE -3 RESTRICTIONS 1 GR 2 y S T i:VE','I r E L I I Pj'Y, 0 0"J Ij n69-50-91 83 p1jo To(131LAS11MG OPR ONLYI FFf NOT VALID LINTIL SIGNED E3Y LICENSEE AND OFFICIALLY STAMPED otj.SIGNATURE OF DIE COMI"'SS'ONER HEIGHT: DOB: ,,IS DOCUMENT MUST r_NATIPE OF CARRIED ONTHE PEW"�`fl rt R THE IAOLM4 F" I[R.5f NiUMR In kirl T e............ .. HOME IMPROVEMENT CONTRACTbRi... Registration 110485 TYP6'-','INDIVIDUAL f E)(Piiati6ln „10/20/96iy ,ter 6ROVERI.HtEUIENY BIJILIDER'S"'. STEVEN:P:.kELHENY 1:"g—,a90 BW058/523 MAN ST !t`* ADMINISTRATOR COTUIT MA'0205 DEPT IND 9CCID 1 o1JaParlmenl o��i��trcal�cccde�t� 600 !/Va��inSton� sE .fames J_C',amnhell L7osfon, W Mar>UH6 02f f f ommissior-er rs -6�= °$ mi to alraulance Aft1davit with a principal place of business at: " do hereby certify under the pains and penalties of perjury, that: () i am an employer provid'mg workers' compensation coverage for my employees working on thus job. Insurance Company Policy Number O I am a sole proprietor and have no one working for the in any capacity. () i am a sole proprietor, general contractor or homeowner (cirde one) and have hired the conrraacors listed below who have the following workers` compensation policies.r:= Contractor insurance Company/Policy Ntariber Contractor Insurance Company/Policy Humber Contractor Insurance Company/Policy Number O I am a homeowner performing all the work myself. = - - .t•" <: L`.- __,i':c�.M'.I._t ^r.�r:cC 1C C.:.`•,Ce C:-it„ESA,- C;ra of C.L-Uih Igor Co\'Pre6f.YErIUCeGCr 2nC aiz: .,•c .��_ C.C:r;Ct 'rEC ."CC l"C(.' ft.::C6 i. 1:f.C Y{ ^pC;,i,on CI nm;ri;I rcrz;;;e--corm,cf of fire O,u: is 7,5��GJ-r.CIC'C". ♦c _ I (_: .[n- ir,Cr:i r.2�:iC int `c"'C!, RK STOP Vr0 O F D ER anG a fire-cf S IL'J.Cf`Cry��ir_<<:me.Gf �l,�L- ',,j` coy o, � f f' f"� '*g!t 19 Licensing Board Selectmens Office Health Department •TO VERIFY COVERALL INTGRMkTION CALL: 617-727-4900 X403, 404, 403, 409, 375 TOi,' PER'ilT Osti Zlif Tp,. The Town of Barnstable : 639- `eg Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office:.508 790-6227 Fay: :508775 3344 Ralph QOssen Coatmissionc_ For office use only remut no. Date AFFIDAVIT. .. ,HOME IMPROVEMFNTCONTRAChORLAW SUPPLEMENT TO PERMITAPPLICATYON w MGL c.142A requires that the"n000nslructiog alterations, renarvation, mWernizatioq coavasroa, impnovement, remmml, demolition or construction of an addition to any pre-adssting owner building containing at-least one but not more than four d to such residence or building be done Ong units or to which are ad}aoeat�:�:• , g by registered contractors,with certain exceptions,along with other.-t. requi wn=- Type of Work: Est Cost 3 �t� Address of Work: / � �i - -�� Owner Name: ` Date of Permit Application: I hereby certify that: -�•-..�.. ._...,,rc^yt:i:� .,. �..,..vu.n�rcason(s): Work excluded by law Job under S1,000 Building not oRmff_o upied ,, Oztincr pulling own permit - Notice is hereby given that: OWNTERS PULLING THEIR OWN,PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMEhrF WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNTDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I ficrcb•. 2pf l,•for 2 Pcrn�it 2s the 2icnt of the ou ncr: Dzic r2ao.rlamc Registration N0: D2te O,•ner's name ai:l1��11® INSURANCE BINDER . DATE(MM/DD/YY) THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE COND 2/4/95 ITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM. PRODUCER (A/C PHONE No,Ext): - ( 5 0 8 ) 2 9 5-4 4.4 0. _ COMPANY 1 BINDER If , ! Renaissance Paul B. Sullivan Insurance Agency , Inc'. EFFECTIVE -- -" -- '- -I- -- EXPIRATION P.O. BOX 309 DATE - TIME �_ DATE TIME Fall River, MA. 02724 j x; AM I X 12:01AM 2/6/95 12 : 01 i PM .3/6/95 NOON —.-- -- --- THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY CODE: SUB CODE: PER EXPIRING POLICY#: p p�j AGENCY — _._._c._. E 1PRDp ____..____ __---_—__-- ,, CUSTOMER ID: I DESCRIPTION OF OPERATIONSNEHICL S clu�ing oca ion) " INSURED ) Contractor Carey Grover & Stephen P . McElheny Prin. LOC : 523 Main St . Grover & McElheny Custom Builders I Cotuit , MA. P.O. Box 159 ! COVERAGES LIMITS ! TYPE OF INSURANCE COVERAGEIFORMS AMOUNT DEDUCTIBLE ' COINS PROPERTY _1—.----- CAUSES OF LOSS i BASIC I BROAD' SPEC i I.__l 1 I j i j GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY _.__.__ .1 , PRODUCTS•COMP/OP AGG $ CLAIMS MADE OCCUR I I PERSONAL 8 ADV INJURY $ 1 OWNER'S 8 CONTRACTOR'S PROT IEACH OCCURRENCE $ t i FIRE DAMAGE(Any one fire) $ 1 4RETR0 DATE FOR CLAIMS MADE: MED EXP(Any one person) $ AUTOMOBILE _- LIABILITY •r---- _ COMBINED SINGLE LIMIT $ ANY AUTO _ I BODILY INJURY(Per person) $ ---1 ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS I 'PROPERTY DAMAGE $ — HIRED AUTOS I MEDICAL PAYMENTS— — $ -- NON-OWNED AUTOS ' PERSONAL INJURY PROT $ — - -- UNINSURED MOTORIST $ $ -- -- —-- ----_—-ES. _..---------'-------- — AUTO PHYSICAL DAMAGE I SCHEDULED VEHICLES ACTUAL CASH VALUE" DEDUCTIBLE I i ALL VEHICLES � � —I ---- COLLISION: I STATED AMOUNT . .. $ ! OTHER THAN COL: I i OTHER - GARAGE LIABILITY AUTO ONLY-EA ACCIDEN�-$ - - j j ANY AUTO j OTHER THAN AUTO ONLY: EACH ACCIDENT I $ _ 1 - AGGREGATE i $ i EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM ! AGGREGATE $ OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION $ 1 1 I STATUTORY LIMITS j WORKER'S COMPENSATION EA ACCIDENT I . j AND CH Massachusetts Standard Form - . - - $ 1 O O, 0 0 0 I EMPLOYER'S LIABILITY I i DISEASE-POLICY LIMIT i $ 500 , 000 . - DISEASE-EACH EMPLOYEE $ 1 00 ,.O O,O..._ SPECIAL __..__.-_.__... . CONDITIONS/ (f OTHER •_�_._----•-----._ 1 COVERAGES NAME I MORTGAGEE ; ADDITIONAL INSURED LOSS PAYEE + LOAN# i I U___ .... iAA�9 IZED-REP.ESENTATIVE ACORD 75-S 112193 I NOTE:IMPORTANT STATE I ORM ION 0 RSE SIDE : ©ACORD CORPORATION 19931 I i ♦ 0 LOCATION SLAP - ,{, tvtAno:na.°zo s tyNg // Q 1aa_ i xnAMO:2♦ s •v owuA tasnaT / �� r' TOTvµ[n Irc s.4�s i I . - A l N Y P L A C E _ .._ ._.-...—.— 'tee A i ae F� SITE PLAN / u✓ >, - OM OW POST ROAD Corm.NAM >o Win. w• ro.a �� _ STEWARD COODTAN - I+' +4 'SCALE.• T' 3W FEBRUARY:e.BIAS . >t T mT r.w smaT I OSIERvnaF.wss..°!6a! P . LweY♦xsa,n u i ♦ `o Y GRAPHIC SCALE i� J O (utml na DAI[ ocsawnoR BY ,� � � IV - R— i i --� rT�i' k�ru+�N—._ �r�.r.►►.t..r 1 ; .'.•L��.�. , `• &R M. n fIL� Td� Tnrl��� � �., •� i s Sam V t4 - - }— _ MLa Vo rpf/iq.lfM S'GIR '. - - - «• i � '.. 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BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....... ...f.am.I.Jz... .......... TYPE OF CONSTRUCTION .........N.Q.PA...F.mvm................................................................................................ ........... ................19...f.3 9. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..................L.-O.t...#.3......0.1.0....P.Q.,5 R.Q a.d...... ................................................................................ ProposedUse ........U.P.91-.e...D9 in I.Ly...Dode..ld i.ng........................................................................................................... ZoningDistricts ...........................................Fire District .............................................................................. Name of Owner ......4.9AP.... ...M.r.,5.,Adclress ....8.Q.1....0.1d....P.Q.at..3.oad...;....C.O.,?.I t....,.MA...... Name of Builder QMAXI...GA.W5.t.r.v.(;.t,..j Q.n...C.0........In.C.Address ....5A.6...HIg.e.i.n.a...CnnmE!.1..2....R.o�a.d......kl......Yarmou MA Name of Architect ......X.o.h.n...B.a.r.n.a.r.d..............................Address 8-R5...R.a-c.e..ri.an.e......#1P.r.,sk.o.n.a...M.J.1. .;...MA Number of Rooms ...... ............5..............................................Foundation ................011 ti.q.k....w a.1.1. ...concrete ................ Exterior ......... ......?X6. s wall ...........! . ..............Roofing ....... ................................... Floors ..............Oak ........................................................................Interior q..................... Heating ..EU9c.tXA&... i.i.1n.p................................Plumbing .....2..... ............................................................ Fireplace ..........Yes.................................................................Approximate. Cost ...�gL.o 0 0 .0 0 ................................................. Definitive Plan Approved by Planning Boar- - —--------19 Area ........ ...... Diagram of Lot and Building with Dimensions Fee ........... ..4 .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH N OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... ........................................................... ......... Construction Supervisor's License .................................... BIDWELL, JOHN A=73-8 0 s No ....27630 Permit for ...CM..5. AZ ............. ..........Single..FW. 741y'.DWe_Ujag................... Location .4Qt...a.......8.01..Old..Post-Roid.... r. Cotuit Owner John Bidwell ` . .................................................................. Type of Construction Frame „ ................................................................................ M Plot ............................ Lot ................................ f March 22, 85 Permit Granted ........................................19 Date of Inspection ....................................19 Date Completed ......................................19 ell C SEPTIC SYSTEM PAUST BE INSTALLED ` piAssessor's map. and lot number' .::..... . �". . INO IANCE TNEtO WITH TITLE 5 ;ewa a Permit number ................. ...e.... .. g ENVIRONMENTAL CODE NO fi Z B�HBnST�LE, i House number . ........................:......................... OWN �� 6 'oo 039• 0� // \ 1 `` o C` ' • � r' A •F�NPY Or TOWN OF BARNSTABLE s' BUILDING ,,,- INSPECTOR APPLICATION FOR PERMIT TO S/O ........C.an.s.t r.u.Q.t.... .............:.:......�t TYPE OF CONSTRUCTION ...........W Q.Q.d...F.Calu.Q................................................................................................I ...........Maas b...7...:.........:.....t 9...$.5. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the'following information: Location .................L.91...#.. ......QUd...a. il....RQa.d.,. ..C.Qai.t,.,. .MA......................................... ................................... ProposedUse .......5.1..]n9l.e4...F.aa i.] v...Bwe.11ing. ......................................................................................................... ZoningDistrict ............. (.....:...........................................Fire District ............................................................ Name of Owner ......Job,n....Ux.Q.1.1...(.Mr.......&...Mr.5...Address ....8.11...0.1d...F.Q.at....ROa.d......CO11.11.....MA..... Name of Builder 0.ma.n... In.Q Address ....5.4b....Hd gg.i.n.s...C.rOLLell...Ro.a.d.....Icd`...:..Larm. MA Name of Architect .....JOh.n...B.ax:n.ar.d.........................7...Address8a5•..B.a.ce....Lan.e.,...Ma.r..s.t.o.na..NI.i1.1s.,...MA Number- of Rooms .................... ...........................Foundation 10'! : thick wall/ p.o u r e d concrete 5................... .............. Exterior ......... Ph.i.P.91Q.�i......2Z.6...9.1..15..............Roofing .......A5.R.k1a.11...Slainzlo.5............................... Floors ...............QAX................................................................Interior ,..................... R Heating ];.1 e:G.tX.].G...H.erat....P.am.p.................................Plumbing .....2...Bal..h.s........................................................... u YeSFireplace .......... Approximate Cost .... ............................. ........I Definitive Plan Approved by Planning Board ��__'---------19 _. Area ..........1.14.4...5.q......ft. Diagram of Lot and Building with Dimensions Fee //.......:..4 ll .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above '- construction. Name q�,`'. Construction Supervisor's License .......... a ' . | - ' JOHN 27S30—. Permit for StoryNo ---.— - Single Family Dwelling . . ~ ----.—.�.--.--.-,�--..�4;--..�—^-----. ` . . ` Lot 3 801 Old Poat Road _ Location ---.���---------_—.�---.. . cotuit � y ------.��.���.�---..---. ---'---- . � Owner —,--. ������----..`------- Type of Construction '�����'-----... ---. ---. ----.. ---. --. .. ` /,........ .� ..�.--.. .� .�.� Plot ............................ Lot ----------' ' ' . . . , L} March 22, 85 PermitGronled -------------]g . . . . ' Do�eof|nopecion���#��z�]�—...............lV uo,= Completed 10 '-- ep ~ . . . . ' � ` , ~ � . . . U ' � a TOWN OF BARNSTABI E Permit No. __27E 3Q--------------- Building Ynspector saon�n i t Cash ------ OCCUPANCY PERMIT Bond ___x ___�,_______v Issued to John Bidwell Address Lot 3, 801 Old Post Road, Cotuft i Wiring Inspector � ! " Inspection dateel Plumbing Inspecttor _ Inspection date Gas Inspector Inspection date r XEngineering Department ,j, r ,; ' Inspection date r Board of Health ! �O`�"N'-c.°� Inspection date v -V THIS PERMIT WILL NOT BE VALID;ANDTHE 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. ......... 19 ...1,4. ......�... �.. , wilding Inspector i TOWN OF BARNSTABLE BUILDING DEPARTMENT = ssaaar TOWN OFFICE BUILDING MA18 HYANNIS, MASS. 02601 to MEMO TO: Town Clerk FROM: Binding Department DATE: An Occupancy Permit has been .issued for the building authorized by BuildingPermit #........ ....76 ...... .............................................................. ....................................... ...... ... issued to ..... . ................ 1� �.. .... � , .................. ...... » ...._. . .....�.. .. ._. . Please release the performance bond. `r 31 41 10 u '♦ l 01 01 Cad- /�' �D O.G.tfiT � AN• � ,... :. Locq�-io,v. �. A- _ Ate. � - • . - _ t.r,t, t,Kj' Di4'7x,C ►t 5 , A3EFE,e&A:14cc9r: t.c- .3 t�?Wtit o►,, �C>E-a1�1 1 �� ,.1:_ , rC� t>. 7PL"e w+ �e By: c riFr- .�*sr�r rN �vic.r�/ rsOR 11 18 e y • SHOWa% O.V 7'N/S .oLF,.V /S LQCA'7'�+D- ON .7'"!�/E• �1 i+ om�AN CONST;., ARNE wry, c49/40 � re rir�y► r : U a $ ` LRAv0._S�tVi�'o� 11 v i R �QCJ719 NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ,z tElusnnGl - - IEwsnxal &DIMENSIONS IN THE FIELD -- - - 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, U) - _ DETAILS,&FINISHES IN THE FIELD WITH OWNER - 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - A O m o EXIST -ST E T FIRST FLOOR TO BE 6'-B"ABOVE SUBFLOOR - 9sT �T SST _ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR NIASSACHUSETTS _ - - -STATE BUILDING CODE,SEVENTH EDITION - 5.) 110.MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO - - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY -ST 7.) THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS �m• EXIST. - 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINEERS FOR ALL . - LIVING - - -DETAILS ON THE EXISTING PROPERTY EXIST. 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - - - EZIST SUNROOM - r e= SIMPSON COMPONENTS ` 10.)ALL CONCRETE USED FOR"FOUNDATION WALLS,FOOTINGS&SLABS IILV_JI' TO BE 3000 PSI - - - - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W!OWNERS ON THE SITE .. F DURING FRAMING CONSTRUCTION _ + 12.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE FROM NANTUCKET SOUND PER SATE OF El —= — 6 MASSACHUSETTS WIND SPEED MAPS I - EXIST CLOS. •�"r HALc wnu 13.)GLAZING PROTECTION PER 780 CMR 5307.2.1.2 TO BE PLYWOOD PANELS gI I HALL Exlfi --- sae Ewsr. S axe casFD ON NEWFRENw PO8T - J POCKET ODOR iI g M - _ LIN zsxbs I EXPANDED RE-U6E a PLYWOOD/OSBPERCENTAGE PER W GUIDE,: FCM 110 MPH EXPOSURE B 15 SUNROOM EXIST osa' . Exsr - BEDROOM - ryADLED C—) BLDG.DIMENSION BLDG.SIDE REOUIREO%. PROPOSED% . EXIT. .B W FIRSTF100RRIGHTSIDE 30% 44%' BATH _ - A L FIRST FLOORFRONT 15% 76% 1,USE 3"EDGE NAILING 1,I2"FIELD NAILING SPACING ON ALL WALLS 2.1.60 ASPECT RATIO A6oERSEx e EXIST. FVTCDwa> _ ROD—MOM— „E..._I BATH III NEW A MAmnExlsnNo BATH - - A4a? - iip6•x 68• ss .0 0 . zx 1DRAFTEHs Ise FFLr PPI£N LIN. EXIST. - 2-SIMPSON NO HURRICANE-IS BEDROOM --R°'°'°`"'�" NYAOE ICF/eVATER 6MEID W 1--A ANDER6EN . tt''— ALUMINUM DRIP EDGE 4 .� :-O EXIST. SIP 1 xssraAPP N°vn —PAsaATo wrcHvasr. F/i C) � Q tR'P.-BOARD \ ' �� rv1 W1 CLOS. $ B `SOFFDTOMATNEAIST, RIE2EBOAROTOMM H1 sT. 'F/�-♦i Z.0/� . E146T DETAIL AT WALL Q.o ' - SCALE:1l2"=1.-0„ NOTES: 1.SEAL ALL JOINTS SEAMS,&PENETRATIONS IN THE ; N1 ' BUILDING ENVELbPE TO REDUCE AIR LEAKAGE F SEE SECTION 6106.3.3 IN THE STATE BUILDING CODE tE>a6nNal / 1'/4 I-0' FIRST FLOOR PLAN innPORraNr DAnT'E . n1E OE610NER 6HALLBENOTIFlEDIFNIY ,I�W 2009., `LEGEND: ANY CONSTRUCTION THAT INCREASES LIVING SPACE ERRDP60ROMI66I°N6A9EWUNDN - CON6IRUCTIONNTHE 6 RVIIDWO DONRtAOTOR. BEYOND 1200 SQ,FT.PER LEVEL MAY REQUIRE THE ''MLLSE RE6PON6RLE FT1RrxECMIIFlIf DRAWING NO.:' IN THE6EOMWINOS IFCON5111UCTION - O EXISTING WALLS INSTALLATION ADDITIONAL SMOKE DETECTORS. COMMENCE6 WITHO RNDT YINa IHOF FMmEN0 SWjTHOIi N=PI10MI661ONS Al -- CONSTRUCTION TO BE REMOVED NESE ORAVNasa:E 6O F1r FOR xFU6E :NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE ONTHE PROPERtt NOED/Wioi:RILSE OF IMIN NEW CONSTRUCTION rHE6E ORAWING6 PEOUIPESTHE1MUTeEN INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL SONSENTOFTHE OEMGNER TNESEORAWIN0.5 ' PERMIT D NOT SATISFY THIS REQUIREMENT. SSPI`RIa PRO EGTIONA�Gro i o.DNRAL . - R !D 12 �� _ NEWMKE6TPIM BGAP09 roMAroxEgm ® -NEW CCPNER BOMG9 ,, . TCMAroHEXI9T NEW 9NUfIEP MATCH EAmNG - NEW W.0 9HINGLE9IMNG - - .. 'ro MATCH r�amNo - FRONT ELEVATION p �Wo T MA�TGNHPLFJ09PNOGIE6 13EXIST T/l B STOW aA1TCNFIU9T. - � F�y+l 'L'^^• of �� ❑�❑ � o0 zoo SCALE: 1/4"=P-0". RIGHT SIDE ELEVATION DATE: 1/2/zoos DRAWING NO,A ,. _ w 2 - IEAISTNG) IEwsnHD7 �l - - cn L4 t- - EXIST. w� n CRAWLSPACE e CRAWLSPACE Do �QG - DRILL6RNNEW FOUNDATION P.T.2K,BLFDOERB(O�ARDLAO BOLTED TO t_l • . TOP6BOTi0ET UNMTWNWAl1 16 v�W TS JOI6'T6 HANOERSATLEDG�BDTHENDS - EXIST. BASEMENT NEW,T Lm,DDND SOxOTUBES W D ro<R BELORADE USE SIMPSONABULCFOSTBASE NEW a4 ®y CRAWLSPACE 22 ti - W B A4o ; r, A4 EXIST. NEW. e o _2 B.zA,m I 1 I,E BASEMENT CRAWLSPACE $ 1 NEW P.T.2A6a®16 oa _ (T CONORETESL9B) & _ b 1 I NEWB•CONC _ BBBm FOUND WALL 4r S O I 6UNRDOM OUND I�NEWS•F,B'CONC r1� s88 m FODTINOB I'•L� LRBT.B/4EMENT _--- _ — I15EBIEi!! 60lA BLOCgN6 LLBCE wEu W! .IN THEFIRST_ ��� Lr..'y, BAYSh+-.1O WSTALLwI A.HDRBDLT3AT64ovWI BIMPSON BPSN BS,VUN PLATESPIACEBULTSWITHINC-,6.OFEM11 - ' (F.M, CORNER AND TO AB•IpNBFUMOEPTH - " - //�\ . 'H ' U) (� s ­TALL 6B'ANCRORBDLTBGT TE AA FOUNDATION PLAN o WISIMPSON BPS 6160 DLTBA PIAtEB ANCHOR BOLT PLAN ���.UNM,a�D;, o . z � 00 m 1 p - .. SCALE: - N O ANW-BOLTSATB 24Ul - 1/4v=J'-^n INSTALL NS . - .. . tS es P CNEREBOLT6=Aa' 0FEAWI �/ - - CDRANOTone•�iwlW DEP. - , DATE: - 1/2/2009 PT 2a SILLW16EAlEp El 4 m DRAWING NO.: ANCHOR BOLT DETAIL ANCH OR BOLT DETAIL SCAL -1� NEW ROOF CONST. 10flOOFRAFTFA6®16'm y�y . - 1¢CD%PLYWOOD ROOFSNFATHMO. - - - z . - -ASP HALTROOFEMMOLES -16LB.FELT PAPER . .. -S'M.BATTINSUURON _ ®SLOPED CFJUNGSIWA - -P GATT INSULATION Q p b NO ®FIAT CEIIINGS(RmI) . -2x12RIOGE BOARD�N1ES601HE MENOTEO) 12 - - SIMPSONH26HURROANECUPB - - - 12 ICFJWApTEH6HIE,DATBOTfOM �' NEW2x Sb4516eo PPROP-A VWEIITBEIWEEN RAFIEAS `, WN—• m x NEW2vB'a t TOP Of PLATE lOPOFPIATE - - CON'ALUMNUM 2.2x100DORHFADER - -. —NEW WALL CONST. — EXIST. NEW 1.2,6 STUDS Q9ISPP EXIST. EXPANDED BEDROOM BATH 21¢PLYWOODbHPATMNG 8 BEDROOM SUNROOM M ]6.O1=19)BATi.N6,AATDN - LJ NEW IBATT- 4.,¢GYPSUMBOPRD - -PT 2x Ba@916'Pe - _ INSUUAON(RctOj 5 WC SHINGLESCM - NEW3IPT40PlYWDOD BTYVEKV—RBARRIER N _ VERIFY DEDMNG • . .FIRST— WIOWNERS ^ SUBFLOOR-OLUEOSNMLED - - 6U.FLODR - FIftST FLOOR EAST 2.Bs 1— NEW 2x tOe($iGoc SIIdbON LSTAIB FROM MLLTOPLATE®16'ec E%ISf.2x Sa 1Son - 6UBFLOOR fi 4-PT.2Y BL - NEW 2x 1Oa @916'Pc' NEW2-P7 211ft NEW. PTII.CELLWISEALER - NEW _ - CRAWLSPACE HEWCBOND CRAWLSPACE FOUND WALLS EXIST rCONC SLAB 4= .EXIST SCONC.6b19 BASEMENT BASEMENT , .. - NEW B'z iB•CONC . - mnws - PT SOUDDOCIONG BOMDLAO BOLTEOro IV. WIMIINO W/(A IEDOERIDKBOLTS NEW PT.4x6PO6I90NIT fi'ea W/JOI6TSHANGESAT BDTHEN0.5 NM lr.A CONO GONOTUBES TO4'O•BELOW GRADE USE . 61MPSOMABU44POSTSASE - - nBUILDING SECTION @ NEW BATH nBUILDING SECTION @ EXPANDED SUNROOM A4 - A4 INSTALL THREE FULL KEIB/IT STUBS 6 T W O JACK NAILING SCHEDULE ' NO AT FAON 610E OFALL ROWHOpFASHGb /� 110 MPH EXPOSURE B WIND ZONE - JOINT DESCRIPTION. NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING - - �. O • WNOOW ROOF FRAMING. BLOCKING TO RAFTER ITOE NAILED) 2-9d 2-10d - EACH END 2x4WALL - 7 Z,.(", RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END I�—�'f4y` WALL FRAMING. JACK6ND - L�-4 O . TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 6-16d AT JOINTS (ROUGH OPENDIO) STUD TO STUD(FACE NAILED) 2.16E 2-16d 24°aP 4 �y HEADER TO HEADER(FACE NAILED) 15d 16d IV—ALONGEDGES FLOOR FRAMING STUD DETAIL (LOAD.BEARING WALL) - JOIST TOSILL TOP PLATE OR GIRDER(TOE NAILED) 441d 4-IM PER JOIST BLOCKING TO JOISTS ROE NAILED) 2-Bd 2-1M EACHNIO O BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.1w 4AW - EACH BLOCK �•. - LEDGERSTRIPTOBEAMOR GIRDER(FACE NAILED) 3-iM 4-15d EACH JOIST P, - INSTALL EACH SILNDONTSIUDB bT EMNaS JOISTONLEOGER]ISO BEAM(TOE NAILED) 3Ad 3-1M PERJOIST - STUD AT EACH WOE OF ALL ROIIGHOPENINOS - BANDJOIST TO JOIST LEND NABED) 3.16d 4-160 PER JOIST BAFID JOIST TO SRJ.OR TOP PLATE(TOE NAILEDD 2-16 d 3-1Ftl PER FOOT O O WOOD STRUCTURAL PANELS(PLYWOOD) RAFTER90R TRUSSES SPACED UP TO IV— IM 10d 6"EOGEC 2x4WNL FIELD - 1--.. O ~ .. _ RAFTERSORTRUSSESSPACEOOVERIVom w iM 4EDGEJ4'FIELO G ISNDWALLRAKEORRAKETRUSS W/DOVERHANG M 1M 6•EDGEW FIELD F-1 lJ00 - BASLE END WALL RAKEORRAKETRUSS m tM 6•EDGF FIELD KSTUp W/STRUCTURAL OUTLOOKERS (ROUGHOPEMNG) - r GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd led 4•EDDE/4MD .SCALE: CEILING WALLBOARD STUD DETAIL (NON—LOAD BEARING WALL) >./aa=,r.0, , ' GYPSUM WALLBOARD 6d COOLERS — 7'EDGEIt¢FIEID DATE: .. WALL SHEATHING 1�^IZOO9 WOODS PACED UP TO 24ELS(PLYWOOD) - ISTUDS lr&2S FIBERPTO24• Bd tM 6-EDGEII2 FIELD - 1?d26OTFIBER03CARD PANELS W 3•EDGE/GFIELD 12 GYPSUM WALLBOARD 60 COOLERS — T'EOGEM¢FlEID � �' DRAWING NO.: FLOOR SHEATHING ..WOOD STRUCTURAL PANELS(PLYWOOD) 1"QR ICKE69 M iM GREATER THAN V THICKNESS TM 16 6-EOGE/12'FIE1D A - .. 6•EDGE/6=FIFJD , - IFXISTWO) iExiEnxOf _ -. °ma FAST.NODE _— _ _ TYp.2aSPPFTEP9®16"e '� M q� .TO CNAE OVEP AWNPOOF IUI JE II. - . - • SOOD2a SOlOCRINOINTHE OVfflDE �NSTPLL—FNlA T—WTERSCENNCl01ST64T& VENT TO OWSNE E!e&'a e,IW.OW SPIKE FORNR `'J - FIOW ONMEVNOERSEIEOF POOF Q - - � � O BMFiaMWO I`L^' FN�r 04 O boa _ L. Gx7. p C 7 0000 . lErJcnNy R5DIro SCALE: - 1/9"=1'-0" ROOF FRAMING PLAN DATE: NOTES: 1/2/2009 1.)ALL ROOF RAFTERS TO BE 2 x 10's .. - UNLESS OTHERWISE NOTED - DRAWING NO.: - - 2.)USE 2-SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS /Ap 3.)VERIFY GUTTER TYPEILAYOUT _ - / OWNERS T .C/—'\� GENERAL NOTES �j` �" 1.) THE INTENT OF TMS PUN S TO DETAIL THE MWPOSED WORI( AT M SITE 2.) LOCUS It COMPRISED OF : "�' •,' +N - `" SWEIABLE AS5ESSOn MAP 073 PARCEL. 0081003 / . c-. . f- •Q �c p '�.� r``, ; 1i�n •. LOT 5 (PLAN BOOK 401 PG 57) �^` (A� o +► (o - 1 s •', n" DEED BOOK 6931 PAGE 175 i/ i Gei' Tat }.• �a d rys�, ~ '; ;,e'�-1:=a r BRE If1.nd , OwNk7t (OR ASSEMM RECOR06r APPLICANT: / , • w">' ;I ` " ft t+- ( ii i t y GOODWIN M WE FOD NARROW LAm STE1A0 o COGENT UMITED 801 OLD POST ROAD .0. BOX 409 SARNIA HSE Le TRUCHO COTUIT, IA. 026M / �► ` �'� ,� � f ��'r : � �' �',f�PETEyR PORT � O �`` •s .✓.a -"""'' ' * WLI�IR7GIN.GY 1 3WA Q► v 3= J �o� !�r `.fir• . r:• .. PRMW LOCATION: 801 OLD POST ROAD p ' WIM MA. 02635 70 . / ;Pt i �) DATUM: .NGVD RM-11 LOT 5 ' .•R.. , ,. e..�t+ - '�'�; PROJECT 89091 AIM IRON PIPE FOUL c «� k NoiEfr s c o\ ELEY = 29.35' / \1 O UPLAND: 63,020 SF 't`; ,,r ('�. F • �' •• AS SHOWN ON THIS PLAN / Q � �,�•g � � WETLAND: 2,400 SF - ,� o • . . TOTAL AREA: 65,420 SF 1 N W 4•) C LOCUS MAP Scale: l' = Z000' tMRE1NT zOHING MIFORMATK»tl PER RECORD PLAN S /{/� s W E 9.3w ZONM DISTRICT RF ()%sident Q Q Cb. AN NM M LOT AREA - 87.120 SF AN MUM LOT FRONTAGE - 150' = O L F WOW FRONT YARD SETBACK - 30` MUM M SIDE AND REAR YARD SETBACK - 15 L �o• F S MAXIM M BUILDING HER ff - 35' !� I M PIPE Fouoo Q AP & RPOD OVERLAY DISTRICTS 5,) A TIRE MWCH HAS NOT BEEN PERFORATED FOR THIS SITE I: DETERMINED Ni TO BE NECBSARY A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. m 6.) LINE INFORMATION SHOWN S BASED ON CURRENT AVAILABLE RECORD OF PLANS AND DEEDS. ".�... 46 7.) THE EXIS1MtG HOUSE SHOWN HEREON WAS OBTAINED FROM AN ON THE GROUND FIELD A L M Y P L A C E SURVEY PERFORMED BY SAXTER M ENMNEEIM a SURVEYING ON dMMM 19, 2009. O REMAINING FEATtMFS SHOWN ON THIS PLAN WERE TAKEN FROM 'SITE RANO AT 801 OLD %04 44 POST ROAD:, PREPARED BY BAXTER & NM INC. DATED FEBRUARY 24 1995. r w TOP OF BADE 8.) COMMUNITY PANEL NUMBER: 280001 MIS D rxi / t THE RDOD MA INSURANCE RATE P MINES THIS AREA AS ZONE: 'sir• 1;r. �o . 42 50' A13 (EL 12) & C `�. P•s/ I I •d,P. 28 IRON PIPE FOUND 9.) `. b�M • \ r r � EMMMENZAL 40 38 36 34 32 30 EL = 29.35 NGVD s SITE IS NOT WITHIN AN AC.E:C. (AREA OF CRITICAL ENVIRONMENTAL COMM). i�•`' v ' 'AT I ! # 20 •• SITE IS PARTIALLY WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER \ r \ \ ! 5FLOOD ZONE A13 [EL 12) NNW MAP MOM 1. 2008 "ESTIMATED HAMATS OF RARE WILDLIFE" In 1 1 f 112 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." W , ! sue ' 1 �` I i I h TfOM OF BANK • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1. 2008 a , �>• /�_tF m PIT 1 l� 1 +Ir+W VERNAL. POOL ■ i �� I r EXISTING BEACH HOUSE . SITE IS PARTIALLY WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1. 2OD8 AND DECK "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER 46 �► r , . i r i t d THE MASSA04USETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CUR 10). soot , r ' t ' APPROX MHW 2-8-95 o , / f r 1 + •SITE S NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE ao "�� / / r 1 I o 11:30 AM PROTECTION AREA Q (� N 44 •�,,, att t • SITE IS NOT WITHIN A TOWN DESIGNATED ZONE OF TO A PUBLIC WATER '� nJ. ` a r/ r,' r r SUPPLY. e., � I 42 �: � *y' ' .t�' !lr I ' • SITE IS LOCAL® WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER? ESTUARY (BOFI f >>a Gig, / /,�. f I REGULATION). !� 1 ) ,'J►'o ��/ �� T ( + •THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-886—DIG—SAFE) AND UTWTY COMPANIES 4 0 �' ' ( / f TO LOCATE TKIN. E 0 7WG UTIJ= AT LEAST 72 HOURS PRIOR TO THE START OF ADDI710N r ! •s' j f i + AND D LA STAIRS COMM AND LINES ARE SHOWN APPROXNATT WAY ONLY. MAY NOT BE LIMITED TO 1MDE LANDINGS COMM 7HM SHOW HEREIN AND HAVE BEEN RESEARCIIED RECORDS HEREON. THE CONTRACTOR AGREES �FULL ON Y RESPONSIBLE FOR ANY AND i N 89'28 00 W CB/bH GVD r' f wood t II ' ALL DAMAGES WMCH MIGHT BE OCCASIONED BY THE FAWRE TO LOCATE SAID EL = 37.92' NGVD I 58.19• 38 r r i saps/ ► rl I I EXISTING BEACH HOUSE INFRASTRUCTURE AND UTILITIES EXACTLY. F FIELD CONDITIONS DIFFERS FROM PLAN it // i l AND DECK INFORMATION. THE CONTRACTOR SHALL NOW THE MIAT£DMITELY FOR POSSIBLE w t , / 1 I RL 36 I wmkd 1 I e �' /� � S9;Ig• ► 1 r •ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC VIA FAX DATED 1/20/09 SHOWS THAT LOCUS IS FED eC �' UND 34 / oB �w r 1 ' IRGROINND OFF POLE 1303/2 POLES 1303/1 AND 13D3/2 ARE FED BY OVERHEAD WIRES FROM 84/38, r m 16 BUT THERE WILL BE AN UNDERGROUND RSER COMM DOWN 1003/2 TO FEED THIS SERVICE tO'�': //� ��� • WATER LINE SHOWN ON TM PUN S APPROOM ATE AS PER WFORM 71ON RECEIVED FROM THE COW WATER ;+ f, / I DEPARTMENT (FAX DATE: 1/17/09). / ,� / i� LOCATION OF SEPTIC SYSTEM SHOWN ON THIS PLAN IS APPROxIMATE AND IS BASED ON INSTALLER ER / / 3q 28 s / / ; TIES; SEWAGE PERMIT No. 85-328 - COMPLIANCE SSUED: 06-05-1985. INFORMATION VIA FAX DATED: JANU ARY 2Z 2009 FROM BARNSTABLE BMW OF HEALTH 29 e NM �/'� /' i •AS PER NATIONAL GRID MAP S02549 DATED 1/23/09, NO GAS SERVICE S SHOWN TO HOUSE f 801 OLD POST �• 2Q �/ / 3i ROAD. COW. MA. LJOrAw )P OF Biwlc � 801 OLD POST ROAD �' COTUIT, MA Q PR9V= FOR + BOTH BANK STEWARD GOODWIN APMX MHW 2-8-95 + 011:30 AM I TALE RDA - PROPOSED ADDITION BAXTER NYE ENGIlVEE]RIlVG & SURVEYING J Registered ftfessionai DA ' 09010 Engineers and Land Surveyors 0 78 North Street;3id Floor,Hyannis,MA 02601 G Phone-(508)771-7502 Fax (508)771-7622 30 0 30 60 opy SCALE IN FEET SCALE 1' = 30' DATE 1-29-09 M. DATE: REMARKS R DA 1 2 1 40 RENSE WORK LW 1 I 1 30 09 JAW GAS SERVICE WO mm MAR 0: 2009 2009-003 SU V SjM200s—M-,;—pnA 7MA_M3 ___