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0047 LEXINGTON DRIVE
i r ti Application number J�........................ ........ Fee ....................... ..�.�............. = Building Inspectors initials.... 1. Date Issued.'.11.....1..........(.. .................................. Map/Parcef.2-�O— 10 TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORSffENTS/STOVES/WEAniERIZATION PROPERTY INFORMATION Address of Project: An �ex�n et�c�w Oc�,ve �yofir�s NUMBER STREET VafAGE Owner's Name: C'n�n\.�� A Phone Number Email Address: Cell Phone Number 508�7 to-b777 Project cost$ 1 Sop,Qo Check one Residential ✓ Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK 0 Siding 0 Windows(no header change)# El Insulation/Weatherization E3 Doors(no header change)# Commercial Doors require an inspector's review t.�d Roof(not applying more than l layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT. YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. e 1% APPLICATION NUMBER *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No - (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No ,if yes,a gas permit is required. Natural Gas Yes No____,if yes,a gas permit is required. If food is being served at.your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction' p ction procedures,specific inspections and documentation required by 780 CMR and th arnstable. Signature Date APPLICANT'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. v w l' 2 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IV 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leaibly Name(Business/Organization/Individual): Address: !Aj! ,R x,,m\n4.,, City/State/Zip: Phone#: 5aa 7>to-6'7 77 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor mein an capacity. employees and have workers' Y aP h'• = 9. ❑Building addition [No workers'comp.insurance comp.insurance. /equired] 5. ❑ We are a corporation and its 10.0 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. right of exemption per MGL 12.0 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 W 1 must also fill out the scedon below showing their workers'compensation policy infomnation. 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. /am an employer that Is providing workers'compensation Insurance for my employees. Below Is the policy and job site Information. Insurance Company Name: 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 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 ce er pains and penaltles of perjury that the information provided above Is true and correct Si e• Date: Phone#• �GRI ��1fl-lob 17 Offlcial use only. Do not write In this area,to be completed by city or town oJjfcial 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#: A V Information and Instructions 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 iri the service of another under any contract of hire, express or implied,oral or written" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,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 with 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,if necessary,supply sub-contractor(s)name(s),address(es)and phone 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 policy is required. 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 penmittlicense 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 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 bum leaves etc.)said person is NOT required to complete this 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.maw.gov/dia 1 APPLICATIQN NUMBER :........ ..........:......:.:.....»....:............. *For Tents Only* Date Tent(s)will be erected Removed on number of tents total , Does the tent have sides?'Yes No ' (If yes please attach.floor plan with exits marked) Dimensions of each Tent X ,�X x Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one:this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s).of each tent Fuel source being used LP tank 20 lbs.or>Yes No--------,if yes,a gas permit:is required. Natural Gas Yes No ,if yes,a gas permit.is required: If food is being served at-your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm d:30pm. Commercial events may require.Fire Department approval *WOOD/COAL/PELLET STOVES Manufacturer# Model/LD. Fuel Type Testing Lab Offsets from combustibles: front backer left'side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: A p - ( sail ��to-b�7j Tele hone Number so8����-�� eIl�"? C or Work number I understand my responsibilities under the rides and regulations for Licensed Construction Supervisor in accordance with 180 CMR the Massachusetts State Building Code. I understand ` the construction ' p on procedures,specific inspections and documentation required by 780 'I1 M and th arnstable. 111twe.� Date APPLICANT'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map r-ID Parcel I b 103;;L- Application # Health Division Date Issued Conservation Division Application Fee no Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address / 7 // 4 4,r 4/� /_f/1 Village Owner C—drO&t, ' ?3o 4e Address 7 7 Lex,���i� Telephone 3-OS- 7 76 6 7 77 Permit Request loeti dey?che N XZ lot e 7 l', dr�n is 6G opt n� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new l� Zoning District Flood Plain Groundwater Overlay Project Valuation L000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No A eplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No etached garage ❑ existing w sN� 4 Z ool: ❑ existing ❑ new size _ Barn: ❑existing Elnew size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes UpOo If yes, site plan review# o Current Use Proposed Use ��-1!'c4 ti APPLICANT INFORMATION " (BUILDER OR HOMEOWNER) , Name Dm;cl Ci"o rt LLT- Telephone Number Wl- 70b 7 07-� Address �-b? o�L Stk �4-x �A- License# �SS`IS 02335 Home Improvement Contractor# Worker's Compensation # W4 1 - 315 37)S-5-4- DIO ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOEourv�t, t Md fi-11 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 7 ro INSULATION FIREPLACE ,f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town- of Barnstable Regulatory Services '�''`sT"gam '•kctss Thomas F. Geiler,Director : �. Building Division Thomas Perry, 030,Building Commissioner 200 Main Street, Hyannis,MA 02601 /� o www.town.barnstable.wa"us l� Offices 508-862-4038 Fax: 508-790-6230 FLAN REVEEW Owner: C 0 w G-It Map/Parcel: 01 d Project Address 14-7 Builder: D, 01 all C LL-j �fz /+ The following iterns were noted on reviewing: o ty E-71Z -r A 19 c A6-S ('6-4 Reviewed by: Date: n-Rrvrn v Pinrvw . 1 ' The Commonwealth of Massachttsetts 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 Informatioin it Please Print Leg Name (Business/Organization/Individual): A,n;cL Ctrvwrc11l Address: Z.67 OAk S ,ed City/State/Zip: �,)-A fpA- ovs3f- Phone 70t- 70;k``k Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑ I am a general contractor and 1 6 ®New construction einployees'(full and/or'pwrt-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑Remodeling 2.M I am a sole proprietor-or partner-ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition CompNO workers' comp. insurance We a a corpora 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 11.❑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#1 must also fill out the section below showing their workers'compensation policy information. t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional shoot 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. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 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 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. 1 do hereby certify under the pai andpenalties ofperjury that the information provided above is true and correct: Sizaafore' Date: S—2-7—/6, Phone#: 7 S i- 7 4- 702-`% Official use only. Do not write in this area, to be completed by city or town ofciaL 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-1pstructi®ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this stalute, an employee is defined as"...every persodin the service of another under any contrac►of hire, 'express or implied,oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, an a d including the legal.representatives of deceased employer, or the association or other legal entity,employing employees. However the receiver or trustee of an individual, partnership, owner of a dwelling house having not more than three apartments and who resides therein,.or the occupant of the j 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 employmentbe 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 rvho has not produced acceptable evidence of compliance with the insurance coverage required." •Additi6nally,MGL chapter 152, §25C(7) states Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of pub)ic--work until acceptable evidence of compliance with 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,if necessary,supply sub-contractor(s)name(s), address(es)and phone 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 cant'workers' compensation insurance. If an LLC or LLP does have employees,apolicy is required. 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 relumed 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 permithicense 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 year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.c.a dog license or permit to bum leaves etc.)said person is NOT required to complete this 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax# 617-727-7749 IIRevised 4-24-07 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR .01\rE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: q-7 C print Town: ANv��I Applicant-Phone: 'T� -7ob- 7o-z^ Applicant Signature: iioE:� Date of Application: S--ii-7 NEW CONSTRUCTION: choose ONE of the following two o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab option 1: Basement Q :EU-fa:ctor on exposed Wall Floor Wall Perimeter AFUE HSPF SEER floors R-Value R-Value R-Value n'LDN Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 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 : 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.i?ov/rescheck/ ADDI Ib ALTERATIONS,TQ EXISTING $TJZLDIN6S:0VER.5 .YEA.RS 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 equls Formula; (100 x b - a) SF 100 x - _ % of glazing b o . (b) Glazing area equals SF If glazing is:<_ 40% use the chart below. If lazing is >40.% rpceed to "SU14ROOM" section • 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Floor Basement Wall Fenestration Exposed floors Wall R-Value R-Value U-factor 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 com ressed over exterior walls, and including any access o enin s . 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 120.P o IKE1 Town of Barnstable Regulatory Services ' t Thomas F.Geiler,Director 6. 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 I, Gr o1•��. �U�w�`� , as Owner of the subject property hereby authorize Dftie.l Ci lft.f t111 to act on my behalf, in all matters relative to work authorized by this building permit application for: tex1� �'^ drivr l ~is ANA Address of Job) G Signature of Owner Date Cgrol &owwe Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMIS SION Town of Barnstable , oFttte rq�, Regulatory Services ST" Thomas F. Geiler,Director BAIMM MAs& Building Division rEn Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include 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 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, 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. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC . 10 ver,i,,^` plywvvj V%cc c-Lr G�94.115 �o e 0,o nsk NLA-*-A Ci5 'ems ATYC Gnide to Wood Construetio�i itir�`/i;h I�ind Areas: 110 neph {•Vied Zone Massachusetts Checklist for Compliance (780 CN111 s301.2.1.1)' �f � � Check . 1 7 Cex i/� 17�1✓� � /9a1�ff Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................................................................. 110 mph WindExposure Category...............................................................................................................................0 Wind Exposure Category................Engineering Required For Entire Project ....................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) 7— stories 5 2 stories RoofPitch............................................................................(Fig 2) ........................................... I Z 512:12 Mean Roof Height .....................................................:........(Fig 2).................................................&ft 5'33' Building Width,W ... .....,..(Fig 3)...................:............................ ..aft 5806 Building Length,L (Fig 3)...................................................ZLO.580' .� Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. Z.o 5 3:1 ✓ Nominal Height of Tallest Opening2 .............................:.....(Fig 4)................................................ 5 6V 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry..................................................................................................................:................ 2.2 ANCHORAGE TO FOUNDATION'S 5/8'Anchor Bofts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........................................:.(Table 4)................................................ 2€ in. Bolt Spacing from endroint of plate.............................(Fig 5)..................:................. . b In.5 6'-12', ✓ Bolt Embedment—concrete.........................................(Fig 5).....................................:........... to in.t 7' Bolt Embedment—masonry..........................................(Fig 5).............i............................... in.z 15" PlateWasher............................ .....................(Fig 5)..............................................z 3'x 3'x 3.1 FLOORS Floorframing member spans checked ...............................(per 780 CMR Chapter 55 Qom......• Maximum Floor Opening Dimension...................................(Fig 6)................... ......��!?. � .. ft 512 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)....................................................T ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8).................................................... ft 5 d FloorBracingat Endwalls....................................................(Fig 9)................................................................... ✓ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter 55)...........................A in. Floor Sheathing Fpstehing..............................................:...(Table 2).. d nails at bin edge/ i-i infield ✓ 4.1 WALLS Wall Height Loadbearing walls..........:.............................................(Fig 10 and Table 5)........................... ft 510, Non-Loadbeann walls ......(Fig 10 and Table 5) .... ft 5 20' ✓ Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._Lk in.5 24"o.c. —� Wall Story Offsets ..(Figs 7&8)............................................ ft 5 d 4.2 EXTERIOR•WALLS' Wood Studs Loadbearing wall ... .2x�- t ft_in. . ✓ $................................... ..................(Table )............................. -R-- Non-Loadbearing walls................................................(Table 5)..............................2x�- ft_in. ✓ Gable End Wall Bracing' Full Height Endwali Studs (Fig 10).........................................................:....... ✓ ............................................ WSP•Attic Floor Length..,.. :fig 11 ft zW/3 .................. ( 9 )............................................. 'Gypsum Ceiling Length(if WSP not used)....:..............(Fig 11)............................................_ft Z 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—�� Double Top Plate b Splice Length .................:......................................(Fig 13 and Table 6)...................................._ft Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... �� AWC Guide to Wood Constructiou hi Higlr 1-Whid Areas: 110 mph JVind Zolle Massachusetts Checklist for Compliance (7s0 CMR5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7) ..... t2'> ............................. . Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. 3 ft 3 in.511' Sill Plate Spans ........................................................(Table 9)..................................--I ft %�in.511' Full Height Studs (no.of studs)....................................(Table 9)....................................................... b ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. 3 ft S in.s 12' ✓ Sill Plate Spans......................:. ..(Table 9).................................. ft -T in.5 12' ................................. Full Height Studs (no.of studs).................................... 9)........................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ............................................................................... 5 6 8' Z SheathingType..............................................(note 4).......................................................�'' ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................... -in. ✓ Field Nail Spacing P g...........................,..............(Table 10)................................................. ,1; in. ✓ Shear Connection(no.of 16d common nails)(Table 10) ...?J�t .................................................... Percent Full-Height Sheathing........:..............(Table 10).....................................................S7°10 ✓ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension, L. Nominal Height of Tallest Opening2.........................................................................�s 6'8' SheathingType..............................................(note 4)..................................................... 1/7- Edge Nail Spacing ....(Table 11 or note 4 If less)........................ in. Field Nail Spacing. .......................................(Table 11).............. ... 6 in ✓ Shear Connection(no.of 16d common nails)(Table 11).......................................................1�r ✓ Percent Full-Height Sheathing able 11 5%Additional Sheathing for Wall.with*Opening>6'8'(Design Concepts).................:.. Wall Cladding Rated for Wind Speed?..............................................................1^?& .St fro �..4 ce4nV_..... s ...... .l�n�� 5.1 ROOFS. Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ............................. (Figure 19).............JL ft 5 smaller of 2'or L/3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=Zo3pti ✓ Lateral.............................................(Table 12).............................................L= V?(.plf ......S= 7 T tf ✓ Shear............................:..................(Table 12)..................................... � Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plfc ' ✓ Gable Rake Outlooker..........................................(Figure 20) ............. D ft 5 smaller of 2'or L/2 :Ties Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=1.41 lb. ✓ Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) "X �- . ............ Roof Sheathing Thickness.....................................:..... .............................................5�in.z 7/16'WSP .✓ Roof Sheathing Fastening............................................(Table 2)................................ ........................I ✓ Notes: 1. . This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AFVC Guide to Wood Construction in 1--1igh 14"ind Areas: 110 niph Wind Zone Massachusetts Checklist for Compliance (780 ChiR 5301.2..1:1)' a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: I. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. Ill. 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 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement Windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. '-WHEN THE EDGE RESTS ON FRAMING USE Sd NA" AT6'aa --- -- n rl • Y r,•I L�� rl rr o9 r ll .r rr rl ev r i l a ' t• P Q ii ii O ' i ` 6o it li. ' o n iti X CL i i rL O-C f I Ir F 1 MEM r E Ir �/ U 1 IL • U r DOUBLE EDGE l, STAGGERED �e wu4sPACM 1 ; TWL PATTERN � PAIJEL PAN y PAI01~+ EDGE DOUBLE NAIL EDGE SPAC/90 DErAL See Detail on Next Page Vertical and Horizontal Nailing Detail for Panel Attachment Vertical end Horizontal Nailing for Panel Attachment Portal Frame Bracing Without Hold-Down Devices 2 APA RECXDiV PJEFMK3AYI OMIS Wall segments having a maximum 6:1 aspect ratio shall be permitted to be built in accordance with Figures 1-3 and Table 1. The maximum 6:1 aspect ratio is based on height being measured from the top of the header to the bottom of the wall segment bottom plate. For purposes of calculating the percentage of bracing present in the braced wall line, i.e„ per 2006 IRC Table R602.10.1, the width of the full height sheathing segment shall be equal to its measured width. For example,a portal frame without hold downs with a 16-inch-wide wall segment is counted as 16 inches of bracing. if applicable, the bracing amount reduction factors (0.8 or 0.9 from 2006 IRC Section R602.105) for continuously sheathed braced walls next to given openings shall be applied when calculating the total amount of wall bracing required for the entire braced wall line. FIGURE 1 WALLS WITH 6:1 ASPECT RATIO USED WITH CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING OUTSIDE ELEVATION SIDE ELEVATION Extent of header(two braced wall segments) Extent of header(one braced wall segment) —� I _ Pony ;•��' .-! ! r Braced wall segment 41 "i ar tension strop.'*' I wall ht!1 �- per IRC Table R602.10.4 e �� � y Strap shall be he g centered at Yi y412§ SH In 3 xt;ll'` o 'f�iie d Yr�°73Y° I.rrJ1 h «n "' bottom of r P F ati'� � M r, . F� fi r��1yy1gq�r qqp� ngp;r header. a I, Ali, ���` Sr�' ��ry�i t 7 p kT 2'to I (finished opening width) ) a r k,�; 16d sinker 12' ' Fasten sheathing to header with 8d common nails(0.148° r .;- ° x 3-1/4„)in max. �> tt�5, nails(0.131 x 2-1/2")in 3"grid pattern as shown t ,,,+ total ��XN4` and 3"o.c.in all framing(studs and sills)typ. 2 rows I wall Header shall be fastened to the king stud i height' k t^{I with 6-16d sinker nails(0.148"x 3-1/4") „.•p 4,` 1 ;'; Wood strut- Mw {; turol panel . td Minimum 1,000 lb strap shall be must be 10 �+ 3� •� centered at bottom of header and installed a: "'I 4 Max. continuous I'F f I' on backside as shown on side elevation! from top of r height I� For a panel splice(if needed),' �' h'; wall to bottom' °�;9s41• panel edges shall be blocked and of wall,or from topof occur within middle 24"of wall height t•Ca'� I wall to a` r' ' Wood structural panel strength axis f � �'; permitted ). r 4t',• I f" splice area Min.number of studs shown!'' I I' t' s i Min.length based on 6:1 aspect ratio. I t 9V,r (t;j0t" � '� J 7/16"min. "r ? For examp le:16"min.for 8'height. (p• a�' fl I �;'I; thickness ,,C t s wood structural r'..,5, fr -' ,.4 'j t t t;°. .°,�-rJt.flav}„Fr_ a 3'.4ra�,'•.!7,4_ ,T..l;,,�;fjfi.. ,�.i panel i Anchor bolt per IRC Table R403.1.6 typ. sheathing Min.2"x2"0/16"plate washer No.of jack studs per Note: IRC Table R502.5(182) (a)See Table 1 Not to scale OVER CONCRETE OR MASONRY BLOCK FOUNDATION Form No.J740■0 2008 APA—The Engineered Wood Association•www,opowood.org .•aa»acnu�caa.•- vci■a■au.c■n u... 7\ Board of Building Regulations and Standards- �!e eomm nwea" a1-Azjac1WzeS Construction Supervisor License Office of Cousumer,Affairs&Business Regulation License: CS 95845 HOME IMPRQ-1GEMENT CONTRACTOR ' Restricted to: 00 Registratiort -- 465432 �- Expirati4p=y # Q12 Tr(# 293474 DANIEL CIMORELLI Typev `=t ►viaa_ 267 OAK STREET F- D.C.CONSTRUCTtQ HALIFAX, MA 02338 DANIEL CIMORECISW 267 OAK STREET,;. ��•s�--, Expiration: 4/2l2012 HALIFAX,MA 02338 Undersecretary Commissiuncr Tr##: 21159 a - r— 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 V9 Not valid without signature Town of Barnstable TOWN OF BARNSTABLE ,�TME ra ,s� Regulatory Services Thomas F.Geiler,Director ?0!0 MAR 11pM 3' 43 = B"R'''AM �►se. Building Division 1639. 1% Tom Perry,Building Commissioner FD MA'S 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIVISION Office: 508-862-4038 Fax: 508-790-6230 PERMIT# O 6l a Old S FEE: $ 5— SHED REGISTRATION 120 square feefor less Location of s�address) VflAge C'c �R=Cpz �5�t3�-1-1 Property oWher's name Telephone number a'x \o Size of Shed Map/Parcel# S ture Date Hyannis Main Street Waterfront Historic District? �o Old King's Highway Historic District Commission jurisdiction? NO Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 N • LoT is . Lor 19 000 E ' �+ N 89- Z u a •Lor2 N�. ti s CL k c LoT 2L w Q �21k6 5F . 14 lax Lorti► Al 78' 25' ks- W 11 Lor 23 Lo: Z 4 Z ONGD PI.B IO,Oex� sF M.w /00 AT MfAl L✓0 DrM OF CERTIFIED PLOT PLAN ROBE RT '' Lor 26 LCX/NGTDwI 1/Q NyAN,v,S NEW CONSTRUCTION ONLY ERucE `+4 TOP OF FOUNDATION IS N � FEET ? ELDRE � IN ROAD. LOW POINT OF ADJACENT ,'� y� it1113 ''A2y J4,MAS$* T E� G� Na SCALE /"= tio' DATE 3fr-s s"Ss 1 CERTIFY THAT THE fouNDAT/OIV CLIENT raRu;� SHOWN ON THIS PLAN IS LOCATED ON THE $ROUND AS INDICATED A" -- —.._ _�wuue 1 �W9 S&D Integrated Construction Solutions P.O.Box 3511 North Conway,NH 03860 (603)715-4704 Icsnewengland.com TapLoal.Frame DttaU claragt Floor PLaw NOTES 30e set 10C. 1.Building Is not heated or insulated. 2x6coLLArtits 0• f I �sta"RU w 5' D• 2XW ra-fters 12 DbL FtRKO 16'D.C. �L2 4�/undows I joists O�svKDIZt Detector 2x4 wally Umt Triple 2xlo heir ib D.C.tap w/21/2•pia Y-8 3/4' 0-1: /4' �'-o• II ' 30/68 Fc�Jr I I PROJECT 9X7 OFt two w/elu apeKer 14x22 Garage 2'-6• 2'-6' 47 Lexington Dr. Hyannis,MA 14'-0• 02601 Owner: Carolyn Browne (508)776-6777 Drawn by- SD SHEET TITLE Floor Plan Floor Plan C) scale: 1/4"= V-0" SHEET 1 of 5 S&D Integrated Construction Solutions ❑ P.O.Box 3511 North Conway,NH 03860 (603)715-4704 Icsnewengiand.com NOTES 0 0 ❑ 0 0 0 Front Mevatiow Right Side Ewadom I IN i PROJECT ❑ 14x22 Garage 47 Lexington Dr. Hyannis,MA 11111111 02601 ❑❑ Owner: WER Carolyn Browne ❑❑ (508)776-6777 Rear Elevatiam Drawn by- SO SHEET TITLE LCfESide Ewatiow Elevations Elevations scale: 1/4"= V-0" SHEET 2 of 5 S&D Integrated Construction Solutions P.O.Box 3511 Pull doww stAl North Conway,NH Met ve-t 03860 load-sea ' soar.arch shingles hdrs to be (603)715-4704 over is#felt �' Iesnewengland.eom FE2118 w/21/2' plwd axb eoMartte pl.d betweew T-- for storage NOTES axao ra f hers I s/s•plwd 2xio"Uino 8• alv d ~—UW WI"'`9jo� J'olbts 1.&-3 . g rtp edge vve trux top. Peale line eont so(f tt 2x+wall - �• © snwlu 1w �x+waU WOW Detector w/dbL top P� rzoo f and fit ncmu .„ot t,swLek Itneewau above dbl top ptrdx 2c+studs 16•o.e. wen 6'sputa Attie storage Area offset 3-2xa hdr w/a1/2' CCU4.KgJoistDetau pLawd btwn PROJECT n6•ass L. WUMver&AL 14x22 Garage 47 Lexington Dr. Hyannis,MA 02601 Owner: Carolyn Browne (508)776-6777 Drawn b - SD SHEET TITLE Framing Detail scale: 1/4"= 1'-0" Framing Detail rap wau net LL •not tD seale SHEET 3 of 5 S&D Integrated Construction Solutions P.O.Box 3511 North Conway,NH 03860 (603)715-4704 Icsnewengland.com "Poot%wg Detail-Not to soak NOTES 14'-O' zcb prplate 4.• 6/9'�galy awal1or I bolts spaced for wlwd I zoKt \//\\\�\\\�\\\�\\\�\\\� .4•. \\\\// I I �\\\//� \/\\\X\\v\\\�\\\ 8'Weak frost WAIL \\ 4'-0'► EK to grade I 8'foundati4w 1Dx18 foot{wg I �4 yea 4'co"retc slab I3,000 pSL I Cutout for door I I II PROJECT 4'-3' t for door I 14x22 Garage L I 47 Lexington Dr. Hyannis,MA 02601 Owner: Az Carolyn Browne (508)776-6777 Drawn b - SD SHEET TITLE Foundation Detail scale: 1/4'= 1'-0° Foundation Detail ' SHEET 4 of 5 S&D Integrated Construction Solutions N P.O.Box 3511 North Conway,NH 03860 (603)715-4704 icsnewengland.00m NOTES Lot 27 .at 19 gbh i g2'p' LuLKOtaK Drive (40'A{VGtt WOO) 134'-0• 14Jt22 .� 4am9c P � ryK is➢' :9. b. p -0t 20 n CA%d+g Fov+dadvm r� 9 b. Lot 25 PROJECT 14x22 Garage ts}•o• 47 Lexington Dr. Lot 264.21465f Hyannis,MA 02601 Owner: Carolyn Browne Lot 21 9514, (508)776-6777 Drawn - SO SHEET TITLE Lat 2s Z,Oh[d RS. Plot Plan Lat24 :W'000SfWam Plot Plan 1 W%d.Width stale: 20rioi10 rNtK S.S. SHEET 5 of 5 LOT 27 m X 178.83' Z r m OO �Z 00 13.6• CONC. 86.27' FOUND �i- N EXIST. o� DWELL 20.4• LOT 25 Q�� o � C� rn � " ra SHED "O 0 26 12,146 SFf 98.14' DCE #10-152 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 47 LEXINGTON DRIVE HYANNIS, MA SCALE : 1" = 30' DATE : JULY 1, 2010 REFERENCE ASSESSOR'S MAP 270 PARCEL 101-32 PREPARED FOR: LOT 26 PB 383 PG 31 OMOLYN A. B E I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON HIS PLAN IS LOCATED. ON THE GROUND v��tNOF c ox 50e-W2-484i o= TIMOTHY H. a�, �B e o COVELL wa coop* 8,9 is of. ,/fie. 0 .38035 y en veers land -- - - surveyors 9.39 Ma/n Street (Rio 6A) YARMOUMPORT MA 02675 kD REG. ND SU +C 5- C. �7'�r�'R'�a�•a.'iy.T�,,:c• .. .s„e:.;�� "T •� TOWN OF BARN13TABLE 27508 Permit No. _— 1 Bufldbg Inspector cash OCCUPANCY PERMIT Bond Issued to Capricorn Realty Trust Address : ' I Wiring Inspector 9, Inspection date Plumbing lnspecto l � Inspection date Gus Inspector 'z . '> Inspection date 7 ^n a P s- XEnglneerriying Departme�i4 Inspection date 17- 1- 13"" Boar. b>:*Heeclth S Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY. THE BUILDING INSPECTOR UPON SATISFACTORY CO1IPLLANCE WITH TOWN REQUIREMENTS AND )N ACCORDANCE WITH SECTION 119.0 OF THE MA"$' BACHUSETIS STATE BUILDING CODE. 0117 14 ......�- - g P � Buils eetor .�iLi`�.� _��.+r ;,A'�:,p�q�,�pa�,�„i, !v:.'�gl'.4'� _ �..fi��:�'•��'�=•.'.',1�`�,K' -'e"'" '{.A' '�,`',.a .' .'�M��"�g,! 1� -� • TOWN OF BARNSTABLE. ° BUILDING DEPARTMENT Grua TOWN OFFICE BUILDING 'b39' HYANNIS, MASS. 02601 { � i { a i MEMO TO: Town Clerk ` FROM,' Building Departmentle/10 a DATE. I An Occupancy Permit has been issued for the'building authorized by :Building Permit $� F issued to !Cl1l,d .%,I—exl:!Y<CW/ C�,►'iy� Please release the performance bond. -1 1L Ass an, Pt bu- ber, .:.� ,r a� L� J'��,/'V`h';�D�� -COA/N�� Q��fTNEtp�♦ ,�,. � �,, r Sewage Permit number, w�gr, House..' umber .........ter, ... i � .... MWT CONNECT! TOWN-S ER BA8MAOL LL i �..... �' opa. rb 9 s. • �MAY a\ ,. TOWN, OF B ; N°STABLE � . r BUIJL DINO"' I SPECTOR rv. Cor><s runt Single Family Dwelling ON .FOR 'PERMIT TO APPLICAttI ............................................................r. ... r .... TYPE olF CONSTRUCTION .....................................Wood Frame . ...... ....... ......... .................. .. ..., > September 26, 84 ... ...19: TO THE` INSPECTOR OF- BUILDINGS., The' unt�ersigned ,hereby applies for a permit according to•the following information:: LOt #26 Lexington Drive , H�rann s�• Mass, Location .. . .. w, .. .. ..: Proposed ,Use ................._ .. ....................................... ..... . ........ Zoning District � 8e.. .Fire District .......F ra.nniB a {.�, Name of Owner'Caprioorn Realty Trust Address ?65 Falmouth Road, Hyannis Mae�I - Name of 6uildF ozo Real, Est oDevt Go, ,Ina same .'Address Nameof'Architect ................ ................................:Address r. ,. . Nurnber5'of Rooms' .....................................Foundation. ................. ...... ti �.. Exierigr Clapboard ands or Shingles Roofing Asphalt Shingles r Floors Ga1'pet .........................................Interior ..............Sh®B tY'bC�.. - �Heat�g 'Gas F.W.A•.............................................Plumbing,..:...... Two Q0 8@r ......... None", .oo too Fi.replo07, ............................................................Approximate Cost ..'�.!.. inifi�v Plan Approved by Planning Board- __r_�__—__- __.___.;_19 u_ Area ;....z . ,. '...fit!...;....: Didg`ra ol~Lot and Building. with, Dimensions Fee :. . es �-- y.. SUI NEV TO APPRdVA4 OF'BOARD OF HEALTH OCCUPANCY PERNI�ITS REQUIRED FOR NEW DWELLINGS Jr' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable rega�di the above construction Name .. . ... ....... .. 'e�;t. Construction Supervisor's License ..00.09a9. ... .. Story " I 0 27..08 a Permit for 1 Single Family Dwelling , CD ~Loci n Lot 26, 47 gton Drive f . .i ........- HXann�.. .t............................ .!, Owner Capricorn Realty Trust -� { Type a .Constcuction�, 'Frame R .F ............ ' ....... ..... ....-........... N_. Plot .. Lot... k Ferfiit�Granted .. February 13r 19 85 w Date,o'.Inspection ... .................................19 � ' Date &oM leted % .OP3� 1F - - - sal,°� ��1���f.+I� ..� �. :c' :1�'�'. �'ac.'•T - ... , �. _ - .'�.�..�:.,:.. .. r - _.. _ _. :. .nrk_ .. ,-. r'�;. ... .. drr-.__r�- ... N � LaT Z,? Q N L.oroal r N 89• 2 g v oL w . w Lor20• v ti No FO'u0vaAr� o Lor xs N ci c LoT 2L W h CiZ,i�+GsF � � M l7 . ,w k i Lot2.I 25' 4s" W Lor 23 Lo, Z A+ Z oNLD Q,B. l D,000 sr M„v /00 rr Mu✓ 1"/,arH I 2201 i%o M,., 9.II. CERTIFIED PLOT PLAN OF IN� ROtzERT for 2L LzX,NGTyw -DQ RYANNIs NEW CONSTRUCTION ONLY EPUCE TOP OF FOUNDATION IS N A FEET {a ELL'R IN ABOVE LOW POINT OF ADJACENT JlAjltlSTAALj4MASS,* ROAD• No spa+�•{� SCALES -" t ,� / - do DATE fr,,s s as GLr FN9Nff&lN6 l=aAucv 1 CERTIFY THAT THE MUNDATIOA4 CLIENT______,_ SHOWN ON THIS PLAN 19 LOCATED ESISTEREO REGISTERED JOS No. 61,', ON THE GROUND AS INDICATED AND CIVIL LAND CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.SY$ .�.�,D�..,.. OF SARNSTAB M CH.Sys �_ , A S�Bj� " 712' MAIN STREET "' HYANRIS. MASS. i \ • C '1 Lvr 2.-? Lo r 7 E l 100 ' �t a LOr�o• �' ry : • \T 37' —� �au.rCAr/ 20� s O c. `b Lr xS 3 4•C4 pi °Q C LoT 2L 1 Lor2 "N 78' 2s' 4s" W Lor 23 LoT 2 j+ Z o"r-D 10,000 sF ".,v' /!?D CT Mug L✓D7`N ' 2D•/tD�io CERTIFIED PLOT PLAN ,H 4F R08ERT LOT 26 XI/VGTON �R NYANAII INErW CONSTRUCTION ONLY �„U'-°� G� - T�OR OF FOUNDATION IS. ., FEET .u ' IN r` .ABOVE: LOW POINT OF ADJACENT AAA. .�j+ � a su SCALE! /o r yo' DATE I Fea SK G Q E`f• N6 w ' I CERTIFY THAT THEt/tva9toN u CLIENT 4 ' 19�TERED REGISTERED SHOWN ON THIS PLAN IS LO. ATEQ Jo :NO psi. ON THE GROUND AS INDI��AT1��. A CIVIL ' lANO '-"' CONFORMS TO THE ZO°NI=N6 LAMS O1XIER, 8URVEYOR DR 9Y; as QTI2' MAIN STREET CH.9Y$ " a , MA xs NET,A N YA N R I S, MASS'. SHEET OF ,..L.. IDATE REG. LAND $UAV x 1 0 �07- \ • _ ,,,gyp ��`t Il zo s' Bye z� ,=�'•-o_ $• ���. ,o� ��°4° + _ ,Z , 1N�2 o S� 3 —Al7,3 4V LOT LOT L3 SO 74 1 ROBERT LEGEND j4' BRUCE ., EXISTING SPOT ELEVATION 010 "U ELD ED XISTING CONTOUR --- 0 --- 1� E CERTIFIED PLOT PLAN I� SH:E.D SPOT ELEVATION s E ���� LoT 26 L p-X/Al CC rO Ple1 f/E nv , � -HED CONTOUR 0 su �� `/<1 /�✓ /. [ �" 'The location of any existing underground Sewerage, wells, or other utilities shown on this plan is approx- IN :imate only as determined from records and/or verbal ' nformation. The contractor is responsible for the , *`r verification of the existing locations in the field. SCALES 4 0 DATE 8 /4r� ���ADREDGE ENGINEER/NG COt IN ,•,�' CLIENT i CERTIFY THAT THE PROPOSED MISTERS REGISTERED JOB NO. 5Z�`�S BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS 0 RV DR.By OF 9ARNSTABLE , MASS. 712 MAIN STREET, CH. BYE R�'E• g �4 �, HYANNIS, MASS. 9HEET_Lair rF -_4r ., A.3 Asss_ -map, and lot number x =� r .. ...,. - Sev✓oge` Permit number ....,. .. I . P a AV al r '' oy OF 3A NSTAB,L L t ' B TIIR: u� APPLICATION FOR gPER11l IT �O Co�15i'�.... ..;i....... - ..[' . aaa..�F F.,/ i ... �y.4 •aa .. TYPE OF CcWSTRUCTIONi WOOd Frame �S.' la i1ll ♦1 F Se t b >c 26� ALL; m 97 4. TO 7HE:'INSPECTOR OF. BUILDINGS:, Y fi r ,The *dersigned.hereby ,ctPpljes fora .permit according #o the following il6foerrLatuon T� Loc ti'ofn t #26 LeX.fil �tQ1 D�C'�!v¢�... 1ti gr. .. �. .,,. .:_. ,., v ' ,. Proposed Use ........ ... .. y ` f , B• Hymnnis x Ef LI Zoni;n� D1'strict ..a........................................................ Fire District ............. t t `s... ..r T ust 6 Fal mout 1 h D lyame of Owner CApriGOrl Rya]."�►. .....Address .,rr _ .. „ RaBC�t...�"+lya1Ul /..t S' �f Frat��0 ROW ZSt jDeVm CO� InaAdd-ess ... . Same f J 'Nome of.8uilder' .... ... .... ... err*�of Architect ...,.Address .<. Numla'e> .of Rooms sue..... ....................Foundation,, - . P.C•..,,�.. *.;.,I t .: Mapboard ahA/or =Shingles Roofing Asphalt thing) _ Hoofs Carpet .Interior F $W�;Y'ROf� ' .� � � � • - Gs -.4 A um Teo Co Heckifi,�.. . s ..., .... .. .. PI None.. Approximate $40i`000 00 � ,' Fireplace, r . Cost !l. y �,Ibefiniiti�re Plan A r,QVed b Plannin Board 19 Area 0 .6 'aq'g, PP Y g -—-- -�_�__.-- ---�. :. �"�pldiam,.of Lot'and Building with Dimensions Sqe I x t f�UBJ C TO APPROV.,L OF BOARD•OF HEALTH • t7 e' � ,. - .. a t' y � � y 4; OCCUPANCY 'PthMft REQUIRED FOR NEW D.WEL'LINGS Ij I hereby agree to conform to 'oil.the Rules and Regulations of the:Town of Barnstable, regar '; the ,'above, construction. Nam ... .Y.u.. Construction Supervisor''s .License ..'-wo9 ......a.I � •Y„ 1_ �._. Q O ol CD O O H. _ w DIN co ... .. _ ... .. ..;t - �.. - ..-.. -tot.I �e IL 1 i� c r { y— 4 00 � a d 7° is N .• as . y •. LaT Lor 1 �90 0 0 �3 . N g9 2 `fl oL c � 37 ----gym °'a!voAr �' • ' L yr �.S > �- °T 2- G. 12-1 )46sF '- N 78' 2s ' Lai 2 4 Lor /O,000•sr M..� • I L70 C.T.. 'M..✓ L✓i DrN Za�lD�io CERTIFIED PLOT PLAN fia' �COF3ERT � y LOT 26 LEX/Ncrao i L2 -NEW . CONSTRUCTION ONLY , r �,;��� TOP .OF FOUNDATION I$ N A -FEET � ELL�i;r_ � .r IN _L_ �� . : ABQYE L01N . POINT OF ADJACENT • �' f ����� ��'� �, �� ��� � -ROalb.. ��^ . . T5 ,�� • SCALEt / " = Ito' DATE : y- f�3 s �s D CAE ENGl EF lNG CO. fACI CERTIFY THAT THE CLIENT F4AVe-0 fouwDAr�ow SHOWN ON THIS PLAN 19 LOCATED ..OAI THE.. GROUND AS. INDICATED A"