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0007 PENELOPE LANE (2)
E � i f �� cec�� �o�0�$3 3 Town of Barnstable ldl M ui ng a i eri Post This Card So That rt s Vs,ble From•the Street Approved Plans-Must;be Retained on lob and this Card Must be K p > Posted Until Final,Inspection Has,Been Made l�f�'it" . - Permit i � Where a Certificate of Occupancy is=Requred,such-Building shall Not`be Occupied until a Final Inspection'hasbeen made Permit No. B-19-3977 Applicant Name: CHESBRO,JAMES P& REBECCA M Approvals Date Issued: 11/25/2019 Current Use: Structure Permit Type: Building-Stove Expiration Date: 05/25/2020 Foundation: Location: 21 PENELOPE LANE,COTUIT Map/Lot: 039-042 Zoning District: RF Sheathing: Owner on Record: CHESBRO,JAMES P&REBECCA M Contractor Name: Framing: 1 Address: 21 PENELOPE LN �, Licenser 2 Contractor -- Est Project Cost: $1,500.00 COTUIT, MA 02635 Chimney: �. Y Description: wood stove P`errnit Fee: $35.00 Insulation: s Fee Paid: $35.00 Project Review Req: ; Date: 11/25/2019 Final: Plumbing/Gas a �- Rough Plumbing: F ,o Building Official w Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterJssuance. to the approved a lication and the'a roved construction documents for which this permit has been granted. Rough Gas: All work authorized by this permit shall conformpp pp� PP � l;. I rations and changes of use of an building and structures shallbe m compliance with the local zoning by-laws and codes. All construction ate P g Y g This permit shall be displayed in a location clearly visible from access street or toad and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. j - Electrical h :Buildin and Fire Officials are.provided on-this permit. The Certificate of Occupancy will not be issued until all applicable signatures.by t e g p y p Minimum of Five Call Inspections Required for All Construction Work: e` Service: 1.Foundation or Footing 2.Sheathing Inspection _ , Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application number.... .�,�.../....�. Fee..................... .................. .......... NAM _ Building Inspectors Initials............... ....................... Date Issued.............................h.�.Z:. ..,.i.. .......... Map/Parcel......... .......................... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 1 _e NUMBER STREET VILLAGE Owner's Name: �n S/APi�ll PS��o Phone Number Email Address: Gh� vEo ) CcnrCc;s�`. n��Cell Phone Number�(,�i,P),60- ,64 3 Project cost S , 5-f0. 0,0 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 ❑ Siding ❑ Windows(no header change)# ❑ Insulation/Weatherization ❑ Doors(no header change)# Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 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 e u/crnwr nicroirr vn1►MI ICT nnrAmi RIIcrnmr d ooRnvAi RFFnRF d oFRMIT rdN RF IM IM 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 (�/,, 4Z Testing Lab i Offsets from combustibles: front back r left side right side J HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number.",o 36P-3YA3 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 inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE, Signature Ole ' Date ►I 'rs All permit applZadons are subject to a building official's approval prior to issuance. 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 Legibly Name(Business/Organization/Individual): Address: / "f �>/,�i; � G«n e ` City/State/Zip: OlzG71'Phone#: 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 6. ❑.New construction . • employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees , These sub-contractors have' g, Demolition workingfor me in an capacity. employees a`nd have workers' Y P h'• .9. El Building addition [No workers'comp.insurance. comp. insurance.: {r. ' required.] •5.. We are a corporation and its 10.[1Blecti ical repairs or additions 3. am a homeowner doing all work- officers have exercised their 1 I.El Plumbing repairs or additions yself. [No workers'comp: . right of exemption per MGL 12.❑Roof repairs / insurance required.]t c. 152, §1(4),and we have no �j employees. [No workers' 11.` 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 newaffidavit 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: 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 he��fy under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: hi 214 Phone#: �vv 360 ... . .�' '36�0 - 36 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 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 in 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-contractors)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 carr y 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 lie. 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 per mittlicense 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.e.a dog license or permit to burn 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 v Department of Industrial Accidents. Qfflice 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.mass.gov/dia Town of Barnstable Building a nst� Post This Card So That it is Visible From the Street-Approved Plans Must be Retained"on Job and this Card Must be Kept Posted Until Final Inspection,Has Been Made. s6 � , Permit �k Where ma Certificate of Occupancy is Required,such Building shall Not be Occupied `until a Final Inspection has been made. Permit NO. B-19-2293 Applicant Name: Craig Orn Approvals Date Issued: 07/18/2019 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 01/18/2020 foundation: Location: 21 PENELOPE LANE,COTUIT Map/Lot: 039-042 Zoning District: RF Sheathing: Owner on Record: CHESBRO,JAMES P& REBECCA M Contractor:Name .SUNRUN INSTALLATION SERVICES Framing: 1 INC. Address: 21 PENELOPE LN % 2 -� ,......Contractor License: 180120 COTUIT, MA 02635 Chimney: Description: Installation of an interconnected rooftop PV system. 31(290w) Est Project Cost: $ 17,530.00 i Insulation: panels 8.99 KW DC Permit Fee: $ 139.40 Project Review Req: F" Fee Paid: $ 139.40 Final Dater 7/18/2019 Plumbing/Gas Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for"which this permit has been granted. _ Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning.by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. " � '',� ��•R• Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: r' Rough: g 1.Foundation or Footing " 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable BA MAS,'.LE. Regulatory Services 7 MASS. MP M Building Division pTFO '�s 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location d� 116r/U,F LC& Permit Number Owner C W- Builder +One notice to remain on job site,.one notice on file in Building Department. The following items need correcting: ,! t Please call`. 508-862- for nre-inspectio . Inspected by �M L �.- t Date tHETp�� Town of Barnstable BARNSTABLE. - Regulatory Services ices y 92 MASS. vp s639. a.F Building s Divi i Y on A DM 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice. Type of Inspection t5F/,,- ATE ti Location �/ xIV E-�079 E' 4 0i06 C 7 Permit Number Z 0 i O ® Z SO c� Owner M Builder y One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v OF 0 77t Rou oii T cvoe,& i d - IQetnS tM 0R c.: ST �v �E s �✓ !7 J x l t 4 G P`�N6T'Ct t 9 1N S r ' /Mein oC— fi b9 f-z-b wks our---- - -TA) PAC T�Q,y '�l .1 G -l� s` A c Please call: 508-862-4B-38 for re-inspection.,. Inspected by Date 3 v (o .per ' . Y LOT 56 00, LOT 57 i 32,701 of 0.75 acres concrete � foundation 6� LOT 50 LOT 58 AN r , Y JOB 95-281 CER TIFIED PL 0 T PLAN LOCATION : PENELOPE LANE COTUIT, MA SCALE : 1" 40' DATE . 5-6-96 PREPARED FOR: REFERENCE LOT 57 LCP 22824--D SH I PRESTIGE PROPERTIES 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. 1M OF t-�84I az_ Aa H. >p onn carp@t:lNej4-.11 ring, tnC. $ IL CIVIL ENGINEER$ F-�'AW LAND SURVEYORS ""— ---_"--- 039 main at Yarmouth, ma 02675 DATE S C; 1/ OP, 9 r. .i'''.fiw^';.f+Ta t'y-.r".`,"'"*4..r+3:.: y-fir 1� '%r+`� , .f... .�.«s'.,'%{a�""+`i�r't"Y"�7HR+ct'(+7+4'F�ti$ate"w�44!"*If1't'+:'v*....t:s t::Y3.c!'�'ki."E.Ba.:{ttr.+t.-r 'L-r 7c1�.. iys -r"t"✓';t'"M`�2.YY'�i4r Town of Barnstable BARNSTABLE. : Regulatory Services 9 MASS. 039. Building Division prFD MAC A, , 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ' Inspection Correction Notice Type of InspectioAzL 1_9 Location 670(!5 I�N C 7'�, Permit Number Owner C ff�' f� P-0 Builder One notice to remain on job site, one notice on file in Building Department. he following items need correcting: O C �� lzf�NT 5 /N N&c 77+ a cc ;� 09 p y z a Please call: 508-862-4 3: or re-inspection. Inspected by c Date /® ' TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 039 042 GEOBASE ID 2321 ADDRESS 21 PENELOPE LANE PHONE (508)771-0003 Cotuit ZIP 02635- LOT7 LC2 BLOCK LOT •°SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 16238 DESCRIPTION SINGLE FAMILY DWELLING (PMT.013953) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY t • �M ; 1 OWNER PRESTIGE PROPERTIES, ADDRESS 1645 FALMOUTH ROAD CENTERV I LLE, MA BUILDI ,I 'DIVISI ' BY DATE ISSUED 07/02/1996 EXPIRATION DATE ` r1 ., Pit ADS, . Got zit i LOT 57 LC2 ELOCK LOT S.IZh DBA DEVELOPMENT DISTRICT CT :'EhIuI'I' 134Q53 DES•-".RIPTION SINGLE FAMILY DWELLIN(7 `.(�,GEW.PMT.991;1-13' b FE14141T TY.PE BU:t LD TITLE NEW RESIDENTIAL BLDG PKI CONT'RACTO RS; 20 jY D y 11"OUGLI'1 S Department of Health, Safet3 ARCHITECTS: and Environmental Services RuN:J n .UCn1 ,/1 {�IJTRGzt,`?, ..ilia L:.� •i:.. �i f�J y�.tiQ{.�. V - T 1,C1i iI.I.LV(a"1�`L' s!'.1rtVl"1}a L�[,1� (rLtil� 1 a� I�dAIL [1 tt �������TT *��y� f D�11H�►��arr� � OWN E R PR`i;S1 IC,,R P_ OPERTI E*y 1639' ADDRESS 1646 FALMOUTri RCAD E�� BUILDIND VISION '� BY :}A'_ 25/1, 996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED 'FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED kR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY.' VISIBLE-POST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ism L x t rs a 14-5---s��- 2 2 __<eu.Cc e. 3 1 `EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 7- Z.-S BOA D OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME.NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CO HONE OR WRITTEN NOTIFICA- TION. _, , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map parcel O yZ Application #06 Q d� Health Division Date Issued l Conservation Division 'l/ Application Fee Q Planning Dept. `y Permit Fee. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village C0114 o r Owner � carrl,es 3L- I e ceq Address Telephone &OA y ZD 67S7..5-- Permit Request Z'901 A ex,;s e a l Arc Square feet: 1 st floor: existing 4LLproposed-7bs 2nd floor: existing P IZ proposed Total new 7e Zoning District Flood Plain Groundwater Overlay Project Valuation 0. OaO Construction Type Lot Size (37,,23y> Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family (# units) Age of Existing Structure lq&662a Historic House: ❑Yes V 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 Z, new Half: existing new Number of Bedrooms: existing— new Total Room Count (not including baths): existing (y new 7— First Floor Room Count D Heat Type and Fuel: 4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �[No Fireplaces: Existing 1 New — Existing wood/coal stove: ❑Yes �3°l No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing �4 new size Z Shed:A existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review# Current Use ��; r yr Proposed Use O APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 4 Name _)aoi-5 ReinrCR Telephone Number Address enelaoe 1_c h License# " i 14ji-4 ®o6 3,5--, Home Improvement Contractor# Tq Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �._ DATE �Z � s FOR OFFICIAL USE ONLY APPLICATION# 'DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 01`l/,,. Tie FRAME .�o ro R/lf�{�L�S S 4 0[If o 01< < ba�e7 WA - INSULATION &/N.S FIREPLACE ELECTRICAL: ROUGH FINAL " PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING R 4615 (eke m,I j 7 ,0 �l DATE CLOSED OUT ASSOCIATION PLAN NO. - r Town o�' �arx�stable Regulatory 5errices Thomas F. Geiler, Director Building Division "rib�•'' , . Thomas Perry, CBO,Building Coxn_missioner 200 Main Street, Hyaor s,MA-02601 ' ,www.fo�vn.banutab]e.ma.us , Fax: .508-790-6230 Offices 508-862-4038 PLAN REV—JE—W a /parcel: Owner: M P Builder: Pzoject Address 4� The following items were noted on reviewing: —770 Cc- u SS s G'oPGs Y F 2 �u w �- 20 u�R IA� 6 � ,Z -T�r G L�vi�irc�• "R6 zTtT Reviewed by: Date' : � • 07 �� � _ i I *� The Commonwealth ofMassachusetts Department of Industrial Accidents m ]` Office of Investigations Iy 600 Washington Street t� Boston, MA 021I1 �`��yf� www.ttiass.gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plum'ber� Applicant Information Please Print Ise i�bl Name (Business/Organization/Tndividual): �Qr e �/J r'Shi"d Address: ellely/e tao e City/State/Zip: e�, / i�'�rl DZf� Phone 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 6. El New construction employees (full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑ Remodeling 2.El I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9 Building addition [Novorkers' comp. insurance. comp. insurance.$. q 5. .❑ We area corporation and its required.] 10.❑ Electrical repairs or addil ❑ I q officers have exercised their 11.❑ Plumbing repairs.or addil 3. a homeowner doing all work myself. [No workers' comp. ' right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no , q ] employees. [No workers' 13.❑ Other comp. insurance required.]: `Any applicant that checks box#I mustalso 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 sik information. Insurance Company Name: Policy#or Self-ins, Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration dat Failure to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of criminal penalties o: 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 of tip to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Offree'of Investigations of the DIA for insurance coverage verification. n 1 do.hereby certify under the pais and penalties of perjury that the information provided above is trite and correct: Si nature: Phone.#. Official use only. Do not write in this area, to be completed by city or town official City or Town: PermiULicense ft Issuing Authority(circle one): 1. Board of Health .2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other ,j 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 in 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, constniction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." 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 permitAlicense 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 m 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 burn 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 Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia I� ] INE•RG Y CONSERVATION APPLICATION FORM FOR ENERGY la){FZCZCZIJNCY FOR OI\E; AND TWO-FAMILY DETACIM7) R CSZT�El`iX>A>J CONS zRUCTTOI�F (780 CIYLR 61.00) Applicant.Name: C Site Address; z/ Pr/lenvf Z60P. 07 PS print Town: Applicant Phone: (�5 D� 3,!�,o- 3g93"SdFi�'MO-CrS7J Applicant Signature: _ Date of Application; NEW CONSTRYIC ZON: rhoose ONE of the following to'o Lions 780 CMR TABLE 6107.X PRESCRIPTIVE ENVELOPE COIYZPONEI�IT CRITERIA FOR NEW ONE-AND 'TWO-FAMC[-,•YBUILDINGS M 4XUAUM MINIMUM Ceiling or Slab aOption I: Basement Fenestration exposed Wall Floor Wall Perimeter. Ug HSPF U-factor floors R-Value R-Value R.-Value R.Value R-Value and Depth NadDnal Appliance-E R•-10, ConscrYation Act(N) 3 5 R-3 8 1 -19 R 19 R-10 O ft . 19g7 as amcndcd,ml, rater as applicabIc Note: This form is not required if you choose either of the two versions ofRESchackas listed below. [� Option 2: RES check Version 4.1.2 or later variant soflWare analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed of http-Hyp w ener;;Veodes aoy/reschecl� �azxoNd:oRLTRA�zor s.To E shTim *puddings 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 G a • (b) Glazing area equals SF If 'la7in 'Xs<�0%.use the chart below, If glazing is > 40 W , rpcee•'d to "SYJ�NROOM" section 780 CIYM TALE 6IQ1.3 PRESCRIPTIVE ENVELOPE COYTONEN`z' CRITERIA ADDITIONSTO EXIS'fINO• LOW.-RISE RYSIDEIVT BUILDINGS MAYINfUM h9NTMCJNI Ceiling and Slab,Per Fenestration Exposed floors `w�l Floor Ba ement Wa11 _Va U-factor R_Valuc R-Value R-value R-Value and D� .39 R-3 7 a R-13 R-19 R-10 R•-10, z 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,c. not com ressed over exterior wa11s, and includingan access o enin s . T NROOM—An addition or alteration to an exi ting building/dwelling unit where the to zing area of said addition exceeds 40% of the combined gross wall and ceiling area of ditioz. Note: Owner to fill out Coe su7ner In ormalfon Form found in A erldix 120.1' Tow)a of Barnstable • of-cry r� ' o Regulatory 5erVxces r Thomas F. Geiler, Director Building Diva'slorl aesq. .a �prED �h Tom ferry,Building Comtniss;oner 200.Maid•Sfrr_ ix TY.annis, MA. 02601 ps-wY.town.barnstabIc.ma.us r Fax: 509-790-623 0 Office: 508-862-4038 ao0 vmoP1NER LICENSE EXEMPTION Plcasc Print -DATE: // J ]OS LOCATION. ne_1v village n umber 1 street •. _ IIOMDOWNER": )Q/17P5 C�jPYJr�b qZw home phone# work # name /,, CURRENT MArUNG ADDRESS: Z f �f ne/D � an jo O7-63 eity/town states np code The current exemption for"homeowners" was extended to include cmmrl--occupied dwen n>s of six units or less and to allow homeowners to Engage an individual for hire who does Dot possess a license pzovidcd that the owner acts_as supervisor. DEFINITION OF EOMM0�VKFR Persons) who owns•a parcel of land on which he/sbe resides or intends to reside, on which there is, or is intended to be a one or two-family dwelling, attached Dr detached structures accessory to.such use and/or farm structures, A person who constructs more than one horns in a two-year period_shall not be considered a homeowner. Such "homeowner shall submit to the)3tulding Official on a form acceptable to the Building Official, that he/sbe shall be res onsib)c for all such work performed under the building permit. (Section.I 09.1.1) The undcrsigned"homeowncr"assumes responsibility for compliance with the State Building Codc and other applicable codes, bylaws,rules and regulations. The undersigned'bomeowncr"certifies that_hc/sbc understands the Town of Baznstablc Building Dcpartrpcut minimum inspection procedures and requirements and that tie/she will comply with said procedures and rcquixcmco ts. _ Signatu f Homeowner Approval of Building Official Notc: Thrce-family dwellings containing 35,000 cubic fcct or larger will be required to comply with the St$te Building Code Section 1.27.0 Construction Control. HOMEO Wi IER'S EXEMPTION The Codc stairs thak "Any homeowner perform ng work for which a building perrnit is required shall be exempt from the prov lions of this seetion.(Seelien 1 D9.1.1 -Licensing of eanstrvetion Superyisors);provided that if the homcoWncr rngagcs a pa-son(s)for hire to do such work that such Homcowncr shall act as svpaYisor." Many horneownc s who use this exemption ass unaware that they arc assuming the responnbi)ities of a supervisor(sec Appendix Q, Rules&Regulations for Licensing Construction SupaYisors,Sect on 2.1.) This lack of 2warrncss born resulu in.scrious problems,particulerly when the homcowncr hires unhcc&C persons. In this cast,our Board cannot proceed against the unlicensed person as it would with a licensed Supeavisor., The hOmeownet•acting as Supervisor is u)timatcly responsible. To ensure that the homeowner is fully aware of hivhq responnbilities,many communities roq f thiuirc,thi as part of them can application, that the homcmencT certify that hdshe understands the resporu-bilities of a Supervisor. On the last page os issue is a.form currrnlly used by.. several towns. 'You may care t amend and adopt such a fonn�eervficalion for use in your eomununity, oFrry Taws ofarnstaZe Regulatory Services s�xr+srAst Thomas F_ Geiler, Director rstss. �o Building Division Torre Perry, Building Commissioner 200 Main Strcet, ffyannis, MA 02601 ivww.towr[.barnstable.ma.us Office: 508-862-4038 Far. SOS-' Property 0wter Must Complete and Sign This Section If Using A Builder' as Owner of the subject.property hereby authorize to act on mY 6eb_24 in all matters relative to work-authorized by this building permit application for. (Address of rob) . Signature of Ovmer Date Print Name If Property Owner"zs,applying for p efrnit please complete the Homeowners License'Lxemption Form on 'the reverse side. ACORD-- CERTIFICATE OF LIABILITY INSURANCE OPID DF DATE(MM/DD/Y +' USHOM-1 02 18 10 10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rua-Dumont-Audet Ins. Agcy. In ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 2575 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 155 North Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fall River MA 02722-2575 Phone:.508-673-5808 Fax:50'8-677-4828 INSURERS AFFORDING COVERAGE-' NAIC# INSURED' ? ^-• - INSURERA: National Grange Mutual ius. co 14788 INSURER B: Liberty Mutual Insurance Co U .S Homes Construction Inc INSURERC: Commerce Ins. Co. �` 34754 �- 480 Tower Street - INSURER D: , Fall River MA 02721 INSURER E: COVERAGES _. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMM/DD/YY E POLICY (EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY MPT7228K 11/21/09 11/21/10 PREMISES(Eaoccurence) $ 500000 CLAMIS MADE I -- OCCUR MED EXP(Any one person) $10000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 0 0 0 0 0 0 POLICY PRO- JECT F1 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ C ANY AUTO LV4637 12/15/09 12/15/10 (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ 5O 0 Q 0 HIRED AUTOS • - ...._ � _ _ BODILY INJURY - $ lOOOOO NON-OWNED AUTOS (Per accident) - ____ PROPERTY DAMAGE $ 10000Q.,. ' (Per accident) GARAGE LIABILITY - _ __ AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER EMPLOYERS'LIABILITY B o•ET -o ^T .WC231S370915019 12/09/09 12/09/10 E.L.EACH ACCIDENT $ SOOOOO _ AN'!PRO.i.i_ .P.r ;JE::'E;C „i:i is� - -_.-- - -_ OFFICER/MEMBER EXCLUDED^ E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS "subject to actual policies' terms, conditions, definitions, coverages & exclusions". Riciel M. Belicio is excludes under the workers' compensation coverage. CERTIFICATE HOLDER CANCELLATION CHESBRO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL James Chesbro IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 21 Penelope Lane REPRE. TATIVES. . Cotuit MA 02635 AUTH R>=s roE; So i OL AAI ACORD 25(2001108) ©ACORD CORPORATION 1988 r � - r r ` LOT 56 . . 00, eon . r LOT 57 i \ 32.701 of concrete 0.75 ocres foundation LOT 50 LOT 58 JOB # .95•-281 CER TIFIED PL O T PLAN LOCATION ;: PENELOPE LANE ' COTU1T, MA SCALE 40' PREPARED FOR: 'DATE- 51 96 REFERENCE LOr 57 LCP 22824,--D SH 1 .PRESTIGE PROPERTIES 1. HEREBY CERTIFY THAT-THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THES GROUND AS SHOWN HEREON, 50 "—U2-4641' �� r tmc We aez-0wo � AA H, own cape engineering, Ina /ppqq $ It CML ENOINLrERS LAIND SURVEYORS --- 639 main st Yarmouth, mo 02675 DATE ja V 'OR 03 : 48P ALI3ERT j. SCHOLZ ESQ P . 02 u Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal Number 1995-160-Apog Appeal of Administrative Officials Decision Summary Overruled the Building Commissioner's Decision Applicant: Vera M. Apog Property Address: Lot 57 Penelope Lane, Cotuit, MA Assessor's Map/Parcel 39/42 Area 0.74 Acret Zoning: RF, Residential-F Zoning District Appeal No. 95-160: Appealing an Administrative Officials Decision The November 1, 1995 decision of the Building Commissioner to deny a building permit for Lot 57. This appeal is in accordance with Section 5-3.2 Background Information: The Applicant is seeking an Appeal of an Administrative Official. On November 1, 1995, the Building Commissioner denied a building permit to the Applicant due to the fact that this lot was held in common ownership with an adjoining lot after the critical ordinance change to one acre lots in 1973 and therefore is not grandfathered under MGL Chapter 40A. The Nonconformities Section 4-4.2 (4) - Subdivision Plan Protection was applied in this appeal. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 1, 1995. A Public Hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The Hearing was opened on November 29, 1995, and continued to January 24, 1998 at which time the Board found to Overrule the Building Commissioners Decision. Board Members hearing these appeals on November 29, 1995 were Emmett Glynn, Ron Jansson, Gene Burman, Tom DeRiemer, and Chairman Gail Nightingale. At the hearing of January 24, 1996, Alternate Member Elizabeth Nilsson, who was present for the initial hearing replaced Ron Jansson who was not present at the opening of the continuance. Hearing Summary: Attorney Albert Schulz represented the applicant in this appeal. He presented the history of the lot, citing that on February 19, 1968 a subdivision of the land for Robert Haden (known as "Cotuit Commons"}was approved by the Planning Board. At that time the property was zoned RD-2 which required 20,000 sq. ft. of upland per lot. In March 1973, the zoning was changed to RF and a 43,580 sq.ft. minimum tot area was required. Philip Gogan and William Butler purchased most of the lots in 1973. Mr. Gogan transferred half of the lots to himself and half of the lots to Mr. Butler, which was within the 7 year protection period afforded a Subdivision Plan under MGL Chapter 40A. On October 27, 1977, the bank foreclosed on all the lots. The locus has been In separate ownership since 1977. In 1979, a decision by then Town Attorney Gilmore, stated the lots were buildable and notified the Building Commissioner Office to issue building permits to all the lots. Approximately 46 lots were sold and the building permits issued. Attorney Schulz stated that his lot is grandfathered as a developable non-conforming undersized lot due to the recently passed Zoning Ordinance amendment"Nonconformities", specifically Section 4.4.2 (4) "Subdivision Plan Protection". This amendment states that any change in the Zoning Ordinance shall not apply to any land submitted and endorsed within 8 years from the date of endorsement and shall not lose Its status as a single buildable lot under zoning. In the case of locus, the covenant was not rekeased Until,1979, but the subdivision was completed in 1973 - and the Planning Board files document this completion,of the Subdivision and release of all securities authorized. Ralph Crossen Is in agreement that the early checkerboartlirig was sufficient to protect the lots; however, he feels the foreclosure reunited the lot into common ownership,which Is the reason why he denied a building permit. Attomey Schulz stated that this was an involuntary merger and not voluntary because of the foreclosure and should be distinguished as such.The Board was concerned with the Implication of the new Zoning Ordinance text with regards to the recent"Tsagronis Supreme.Court Decision" and requested the opinion from Town Attorney Robert Smith as to the legality of the text. The Hearing was continued to January 24, 1996, for review of the case by the Board Members and to seek legal opinion of specifically Section 4.4.2 (4)"Subdivision Plan Protection". Mar-21 -96 03 : 49P ALBEIRT .J . SCHULZ ESQ P . 03 Zoning Board of Appeals Decision and Notice Appeal No. 1995-160-Apog-Appeal of Administratfvi Official At the January 24, 1996 continuance,Attorney Schultz cited the main issue is the implied merger of the lots under a bank foreclosure. He reiterated that it was an involuntary merger and that the new ordinance [Section 4-4.2(4)]was passed for just such lots-to eliveate the hardship resulting from the Tsagronis decision. The public was asked to comment. Speaking in favor was Bob Holzman, an abutter,who owes the vacant lot north of locus and Madeline Holzman,who owns an abutting lot in Cotuit Commons. The Board Members asked the Building Commissioner to discuss his reasoning in this appeal. Mr. Crossen stated that the question of buildability under zoning rests with the lot going into separate ownership within the 8 year freeze. If so, then the lot is grandfathered under the new ordinance. In this case, the lots (the entire subdivision) in question were sold to two developers and It needs to be decided whether or not there was separate or common control by the two developers in this subdivision. If there was separate ownership then it was protected even though the bank took it through foreclosure. If It did go into separate control then it Is grandfathered. According to Attorney Schulz, in 1973, when the Town went to one acre zoning,the lot in issue was in separate ownership as both Mr. Gogan and Mr. Butler had separated both ownership and control. The applicant,the Apogs, are the owner today of a single lot In this development. Other vacant lots in Cotuit Commons, the subdivision, will have to be handled Individually. Lots were sold separately from the bank and each lot will continue to be treated individually as now separate people own the remaining lots. Finding of Facts: Based upon the testimony given during the public hearing on this appeal, the Board unanimously found the following findings of fact: 1. The petitioner is appealing an Administrative Official's Decision, dated November 1, 1995 that denied a Building Permit for Lot 57 Penelope Lane, Cotuit, MA. The lot is located as Assessor's Map 39, Parcel 42 in an RF Residential F Zoning District and it GP Groundwater Protection District. 2. The undersized lot was put Into separate ownership during the 8 year subdivision protection period provided for in MGL Ch. 40A, Section 6. 3. There has been no evidence presented to this Board that this lot was under voluntary common control or ownership with any abutting lots after the 8 year period afforded the subdivision. 4. Similar lots in the area have been built upon during this 8 year freeze period and built upon after such time and this has established a precedent. Decision: Based on the findings a motion was duly made and seconded to Overrule the Building Commissioner in Appeal Number 1995-160. The vote was as follows: AYE:. Tom DeRiemer, Emmett Glynn, Eugene Burman, Elizabeth Nilsson and Chairman Gail Nightingale. NAY: None. Order: In Appeal No. 1995-160,the Board has Overruled the Building Commissioner. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A. Section 17, within twenty(20)days after the date of the filing of this decision in the office of the Town Clerk. - _ co 1996 lGiNightingale, irman� Da a Sl ed I Linda Leppanen,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed In the office of the Town Clerk. Signed and sealed thii day of 1996 under the pains and penalties of perjury. Linda Leppanan,Town Clerk Mar-21 -96 03 : 50P ALBERT J . SCHULZ ESQ P . 04 APO;, VERA 14 ;r Ld2 JEA VIEW AVE JiTZAVILLE MA 02655-000C PAR: A039 030. PAR: R039 029. KiY: 23094 TAX C00E:200 KEY: 23095 TAX CODE:200 PAR: 4039 028. KEY: 23070 TAX CODE:200 EMERY. JAMES P ; MARGARET A MCKENZIE• JOHN R 71 THANKFUL LN MCKENZIE, MARJORIE C RED.40NDP CNESTER I CJTUIT MA 02635-0000 46 IRVING ST 10 JLO POSR RD W SOMERVILLE MA 02144-0000 JALPJLE MA 02081-0000 PAR: R039 027. PAR: R034 OIb. KEY: 23067 TAX CODE:200 KEY: 23054 TAX CODE:200 PAR: 9039 335. KiY: 23147 TAX CODE:200 WAKEFIELD, TIMOT;4Y ! BLASFNAK, GLADYS L MUNRO* JANET 127 TMANKfGL1 LN FAU-44ILLOi ARMANDO i DINA III THANKFUL LANE COTUIT 1S3 4000LAND ST COTUIT MA J2635-0000 MA 02635-0000 3fIE.2dORN MA 01770-0000 PAR: R039 036. PAR: R039 045. , KEY: 231,56 TAX CODE:200 KEY: PAA. 4039 348. 23245 TAX CODE:200 <ET: Z3272 TAX CODE:200 FURSER, SYLVIA DECGSTAP LEO J d RUIN A 109 PRUDENCE LN 8S PRUDENCE LANE JATT♦ WILLIAM F JR CJTUIT MA J2635-0000 COTUIT 20 PATIEACS LANE MA J2635-JOOJ CJTUIT MA 02635-0000 PAR: R03V 047. PAR: R03S p38.KEY: 23203 TAX CODE:200 KEY: PAR: 403; 037— 23174 TAX CODE:200 KEY: 23165 TAX CODE:20C GAPJNE. JOSEPN i EVA A PROCOPIOP OIANA 00 MILL ST P 0 BOX 128 STJVi.i, EDWARD 4 CIARE FtWiSTiJ00 i'IA J20i0-0000 MASNPEE 12L THANKFUL LAVE MA C2649-0000 CJTUIT MA 02635-0000 Ia PAR: R039 C39. PAR: .R039 040. PAR: R03) 049. KEY: 23183 TAX CODE:200 KEY: 23192 TAX CODE:200 KiT: 23231 TAX CODE:200 STEWART, ALLAN W i JEAN R HOLZMANP RO8ERi 4 MADELINEJ JACOPPO, CHARL£3 A t MARY A 24 KEELER AVE 8 BRAEBURN AVE 238 EDENFIELD AVE CHICOPEE MA 01020-0000 PEMBROXE MA 02359-0000 AATERTOWN MA 02172-0300 PAR: A039 050. PAR: 4039 052. PAR: 4034 US1. KEY: 23270 TAX COOE-200 KEY: 23316 TAX COOE:200 KEY: 23307 TAX CODE:20C RICE, JOANNE S FUSCO, MICHAEL i SAMKJ. MICHAEL R A 17 PATIENCE LANE FUSCO, CLAIRE SAMKOP SARAH ROTS COTUIT MA 02635-0006 72 CONSTANCE LN 319 GLENMONT STREET COTUI7 MA 02635-0000 SJLANA 3EAC4 CA 92075-0000 PAR: RU34 044. PAR: RU39 043. PAR: R039 058. KEY: 23Z36 TAIL C00f:200 KEY: 23227 TAX CODE:2UO KEY: 23370 TAX CObi:200 KJRCZEWSKIP JOHN J 3 MIRA PROCOPIOP DIANE C:LLANA/ REnO C HELEN 11 *OUDFORD ST APT I P 0 bOX 128 125 FOUNTAIN ST WORCEiTER MA Ot604-5424 14ASNPEE MA 02649-1916 3dANbE NA 01364-0000 PAR: R039 059. PAR: R039 060. PAR: R039,061. KEY: 23399 TAX CODEs200 KEY: 23399 TAX CODE:200 KiY6 23405 TAX CODE:200 'SAAD. JOSEPH K 4 LUCT L LOWE, NAOMI R R SUSAN J 4ADJEA, CHARLES 119 CONSTANT LN 105 CONSTANT LANE 73 CONSTANT LANE COTUIT MA 02635-ODOO COTUIT MA 02635-0000 COTUIT MA 02635-0000 PAR: AU39,062. PAR: A039 063. KEY: 23414 TAX CODE:200 KEYS 23423 TAX CODE:200 KADELSKI, VINCENT F i PHILPOTT, JAY S KADELSKIP VIRGINIA 15 MURIEL RD 81 CONSTANT LANE SWAMPSCOTT MA 01907-000O COTUIT MA 02635-0000 �O Mar-121 -96 03 : 51P ALBERT J . SCHULZ ESQ P. 05 TOWN OFBARNSTAaLE 8:15 P.M. — FIatKlty-Ameol ZONINGBOARD ••�. Number1995.162 , •-t- NOTICE OF APPF L3 i Patricia J. Flaherty has ap PUBLIC r Pooled to the Zoning Board of Ao- NGUNDER Pools for a Special Permit in oc- TNFZONINGORDINANCE cor dw"with Section"of the FOR NOVEMnER?P,1fK Zoning Ordinance, Non-Confor- Tooil Persons 1 affected by the� f 00 In•Or: mities to pormit a modlnartion to under Sec 11 of ar Appeal, a Pre•exitting non-conforming G-rKral Lows a, W4ptiortte, use and to I-gitimize current use +veafth of tte f orr>,r1on of an a unit lodging f m. The! amendments th and all 1 property is strewn on Assessors hereby notified fhot; You are Map 27L Panxi lq and Is com- 7:30 P.M..-yadl manly odd..ssed as 90 Pltcim Lillian iS1 Residential C}'Zoning Di In strkt.1. A.Carafe" b ar1aR Judlfh ; &311 P.M. — Flaherty r.•Appeal only Board of is p�urp �{ Number la J.l Floh Y•i'>os d Zoning Olean 11 1 n)ID)of ttK ` pealed to the Zonina Bad.d of Ap•Po"Mm ' Tl,e �1t Fomli Aslorlment t` cordonoe with Section 44 of the` � �30& Par t 107 ar mitI"to peitnIt modification to i Street WYOMI °dtrKadasSlChap ¢ a pm-existing.non•conforming demloI a Zan( .MA ino RB Resl• use and to bgltimise wnent use 7:r•S P.M Em Dlfrfel. of a lodging hww.Tlr oropoey; Number 199S-1y►m .;•,Appeal is shown on Ausuer's Mop 271, Lcufu E Parcel 160 and Is commonly y od•i i+o Zoning� yled to dressed at OOS Pitchors Way, ftidW 1MeZon��3.1 1(3)t0 a E tla C l ZoningDistrict.' clot Permit for n 6:45 P.M.—Zulio—Appeal Num- nonce for o Soo. mem. Toe Fon1ly Apart. b-r 199S•161 Jry 4 •.:. e Assessors Mo. rty 1..Raven an Leo 3 John Zulbhowappealedr C� eal 03 to the Zoni nv aoard of Appeals for man a Special Permit in Rpm Amn We, MA In LaonReF i f sonnets with Section b1 of the Zoning Or- zoning Olstrl �"nt►of F ' dinance, Nan-Conformltla to I:OO P M .• ct' t change use of dwelling to molo-Vero ' b-r Ip9S 1d0 A� Apoeof Nt+rrn I Coln 6 family&"film.The Prap- Is stow an Assessor's MOP Noe Zoning poi 4 tling to I 341 Parcel 025 and Is commonly , wnnbK 1f9roS Wthe addressed.as S4 Main Street. dsclslon Hyannis.MA In PRO,Prohsslo► bulldlrnnngqg Camrrllsslorner,to�y a of Residerdlol District. ; aa+-g11s I Permit t��f$7. This9:00 P.M. —Public Hearing Ro. lion S•3.2(la) With Se pording Zoning Board of Appoois nshown onotd is I MOD�Drap*�Par.y is Fees iscmlon of the fee'stnxturs '• es Lot S7 pyrlope lyaWf^essod as it pertains to applications to MA In an RIC Lane.Cotuft, the Zoning Board of A osols. Ing Olafricf, RMk1en►lat-F Zan• V Those Public Hearings will be v. etOS P.M.— 'r '" .. MIO in 1M Hearing Rooms Sec- AM!AM and Floor, New Town Hall, 367 ber t Appeal Hum Vera M.Apaq It pNltlonl • - f Main Street Hytrnnl&Mossochu- Zoning Beard Of Appeal n0 ffd atts on Wednesday. November Variance to the Zoning forOral. ; 29, 199S. All plow and oppllco- nonce.Section 3.11 tions may be reviewed at the Zon- uloflons,Mini (S)sulk Ree- ing Board of Aopeols Office, Property is mvm Lot Arse The Town of BornsfobW Planning De• Mop39, sf1442 is portment230SouthStrest.Hyon- ty oddntstb asCofulf Lot i nis,MA. w ,. 41 Lane. ,n In on Rett• Zoning eaoro o Aopool lo.Chairman dent►ol F Z4nlrta O RF, lstrfct, 1 VU,11l2W5 __ 7-12 * The Town of Barnstable * BARNSfABLE, " 9� 059. ��4, Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner November 1, 1995 To Whom It May Concern: Your request for a building permit for Lot 57 (Map /Parcel 039/042) must be denied. The reason for this denial is the fact that your lot was held in common ownership with an adjoining lot after the critical ordinance change in 1973-and, therefore, is not a grandfathered lot under 40a. Sincerely, Ralph M. Crossen Building Commissioner,, RMC/hm f t w d C-r -' Qty Ply Garage&family CoWit,MA Truss Type Truss 1 `W697 AtAE GABLE � 1 Job Reference(optimal. tional 7.210 s Nov 16 2009 MiTek Industries,Inc.Tue Jul 27 18:40:13 2010 Page 1 Quids Build Truss Co.,Inc.,Swansea,MA,MD 24-0-0 124)-0 18-1-12 5 10 4 5-10-4 6-1-12 g 5-10-4 6-1-12 Sur•t:at -E 4®= 66= F U t u a emu - c T e ZB II W0,� j 2®II Dell III De ll '.]�_ d10 C_ 18 0 0 18-112 24-0-0 5-10-4 0 ' 5-104 0- -12 12-0-0 0 -12 5 10 4 Plate Offsets X Y: B:0-3-0 0.1-12 D:0-3-0 0.1-12 E:OS4 Ed a F:03-0 0-1-12 0-3-0 0-1-12 W-"0-0-8 J:0 4 0 0 4 8 LOADING(D�) SPACING �21" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increas .15 TC 0.92Vert(LL) -0.61 W >469 240 MT20 1971W (Roof Snow-30.0) Lurnber Incre1.15 BC 0.74 Vert(fL) -1.01 W >281 180 TCDL 10.0 Rep gtre�Ina YES WB 0.35 Horz(TL) 0.04 H n/a rda t 1691b BCLL 0.0 Code IRC200617PI2002 (Matrix) Attic -0.29 W 498 360 Wei 9h BCDL 10.0 BRACING LUMBER TOP CHORD TOP CHORD 2 X 6 SYP 2400E 2.0E Installation 1 Stabilizer(s)at 94-8(max)a, Except: BOT CHORD 2 X 6 SPF No.2*Except 15-U oc:D-E,E-F. B2:2 X 8 SYP 240OF 2OE Permanent structural wood sheathing direly applied or 2-2-0 oc purlins. WEBS 2 X 4 SPF No.2 BOT CHORD OTHERS 2 X 3 SPF No.2 Installation 1 Stabil¢er(s)at 154W(max)a. Permanent Rigid calling direly applied or 10-0-0 oc bracing. [curing Tek recommends that Stabil¢ers and required cross bracing be nstalled truss erection In accordance with Stabilizer Installation quide. REACTIONS (usize) B=148310.3$; H=1428/0-38 Max HO2B=289(LC 7) Max UpliflB=168(LC 8).H-125(1-13 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2034189,C-AC=1445/149,D-AC=12721189,D-E=16611681,E-F=169/1682,F-AD=1271/188, GAD=1445(148,G-H=2003/87 BOTCHORD BJ=0/1406,W=0/1430,H4=011406 WEBS D•F=3450/431,CJ=Q/793,GI=01793 NOTES r le end zone;cantilever left and right 1)Wmd.ASCE 7-05;110mph'TCDL�.Opsf;BCDL�.ops$h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gab exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(norm el to the face),see MTek'Standard Gable End DetaiP' 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been.00nsidered for this design 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live bads. + - 6)This truss has been designed for basic load oombinations,which include cases with reductions for multiple conciumant live loads. 7)All plates are 2x5 MT20 unless otherwise indicated. 8)Gable studs spaced at 24-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconc urrent with any other live loads. 10)Ceiling dead load(5.0 psf)on member(s).C-D,Flo,Df 11)Bottom chord live bad(40.0 psf)and additional bottom cord dead load(le f w applied only t0 room.W 1h B=168 H=125. 12)Provide mechanical connection(by others)of truss to bearing plate capable of w thslard rig 100.1 uplift at)Duct(.)0.2 an re ) 13)This truss is designed in accordance with the 20061ntemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 14)For Stabilizer bracing,see anent and stMiTek alizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. bility bracing for truss system(not part of this component design)is allays required. s 15)blaming:Additionalpens 16)Attic room diecked for L/360 deflection. LOAD CASE(S) Standard Job Truss Thus Type City Ply Garage 8 Family Cotuit,MA 30697 Tt FINK 8 1 Job Reference(optional) Quids Build Truss Co.,Inc.,Swansea,MA,MD - 7.210 s Nov 16 2009 MiTek Industries,Inc.Tue Jul 2716:29:23 2010 Page 1 6-0-10 12-0-0 17-11-6 24-0-0 48- is 6-0-10 5-11-6 5-11-6 6-0-10 8 8nMa1A1 III D L K BDD 12 D E T1 T1 IF et \ l x J I N v cur= M c ce1= sm II ' mm u 8-0-7 15-11-9 24-0-0 8-0-7 7-11-2 8-0-7 Plate Offsets B:03-8 Ed F:03.8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TIC 0.56 Vert(LL) -0.09 F-H >999 240 MT20 197/144 (Roof Snow---30.0) Lumber Increase 1.15 BC 0.58 Ven(TL) -0.27 F-H >999 180 TCDL 10.0 Rep Stress Ina YES BCDL 10.0 WB 0.19 Haz(TL) 0.05 F rda rr/a BCLL 0.'0 Code IRC2006fTP12002 (Matrix) Weight 94 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 94-8(max)oc. WEBS 2 X 4 SPF No.2 Permanent - Structural wood sheathing directly applied or 3-113 oc puriins. WEDGE SOT CHORD Left 2 X 4 SPF No.2,Right.2 X 4 SPF No.2 Installation- 1 Stabilizers)at 15-M(max)or- Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. . MTek recommen that Stabilizers and required cross bracing be installed d truss erection in accordance with Stabilizer Installation guide. REACTIONS ((b/s¢e) B=1060/038, F=1060/0-" Max HorzB=-287(LC 6) Max UpliftB=206(LC 8),F=206(LC 9) Max Grav B=1250(LC 2),F=1250(LC 2) - 'r�, _ ' - Ze• FORCES (lb)-Max.Comp./Max Ten-All forces 250(16)or less except when sham. TOP CHORD B-C=-1696225,C-K-1480/265,D-K=1343GO1,D-L=1343/301,E-L=1480/265,E-F=-1696MS BOT CHORD B-J=123/1277,i-J=-M73,H4=—W73,F-H1 7311277 WEBS CJ=432226,DJ=130/628,041=131/628,E-H=-4321226 NOTES 1)Wind:ASCE 7-05;11Omph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced stow bads have been considered for this design.. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-oo oun ent with other live loads. 5)This truss has been designed for basic bad combinations,which induce cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load rwnconcurent with any other live loads. 7)Provide medtanical connection(by others)of truss to bearing plate capable of withstanding 206 lb uplift at joint B and 206 lb uplift at joint F. 8)This truss is designed in accordance with the 2006 Udemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/IPI 1. 9)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at TC:Inst.20-M,BC:;Inst 20.0-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard Job Ell, Truss Type - Qty Ply Garage&Family Cotu it,MA 30ti97 FINK 3 1. Job Reference(optional) Quids Build Truss Co.,Inc.,Swansea,MA,MD 7.210 s Nov 162009tAiTek Industries,Inc. Tue Jul 2716:29:532 110 Pagel (�9 p 6-0-10 12-0-0 17-11-6 24-0-0 8 6-0-10 5-11-6 5-11-6 6-0-16 bB 11 D K 8M' c E Ti 6 B/ B]. 6tl= ffi_ M- _ Is 11 III 8-0-7 15-11-9 24-0-0 8-0-7 7-11-2 8-0-7 Plate Offsets Y: 8:03-8 Ed F:03.8 Ed LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.09 F•G >999 240 MT20 197/144 (Roof Snow--30.0) Lumbar Increase 1.15 BC 0.59 Vert(TL) -0.28 F-G >999 180 TCDL 10.0 Re Stress Ina YES WB 020 H orc(L) 0.05 F Na NaBCLL 0.0 BCDL 10.0 Code IRC2006TP0002 (Matra) Weight:93 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2 X 4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-11 2 oc puriins. WEDGE BOTCHORD Left 2 X 4 SPF Not,Right 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross bracing be installed.durin Wss erection in accordance with Stabilizer Installation ide. REACTIONS (lb/size) B=1061/03E, F=1007/038 Max Horz B=291(LC 7) Max UpliRB=206(1-C 8),F=-162(LC 9) Max GravB=1252(LC 2),F=1184(LC 2) ' FORCES (b)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1698225,CJ=1481266,D-J=1345/302,D-K=1348/305,E-K=1485J269,E-F=1701228 BOT CHORD B-1=128/1279,H4=-4/874,G-H=-0/874,F-G=79/1283 WEBS C4=426/226,13-1=130/62Z D-G=135/634.E-Gi=435228 NOTES . 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat 11;Exp B;enclosed;MWFRS(bw-rise)gable end zone;cantilever left and right r exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof bad of 30.0 psf on overhangs non-concurrent with other live loads. 5)This thus has been designed for basic load combinations,which include cases with reductions for multiple ooncurrent We loads. 6)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 lb uplift at joint B and 162 lb uplift at joint F. 8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 9)For Stabilizer bracing,see MTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst 20-0-0. 10)Waring:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Q1Y Ply Garage&Family CotuiL MA 30897 At - ATTIC 4 1 Job Reference(option aD Quids Build Truss Ca.,Inc.,Swansea,MA,MD - 7,210 s Nov 16 2009 MiTek Industries,Inc.Tue Jul 27 16:27:16 2010 Page 1 _ -& sio-a 12-ao 1s-1-1z za-o-o a-s- 8- 5-10-4 6-1-12 6-1-12 5-10-4' 8- .r BUM.1:a1 III , E M0= tr10= _ F D Wi M B00 1] 2611 Dffi II c T1 lip / X p B 5-10-4 -0 1B-a0 18-1 1z 24-0-0 5-1a4 0- -12 12-0-0 0- -'12 5-10-4 plate Offsets B:03-00.1-12 :E e04-10 E:D•54Ed a F:E 04-10 H:0.3-0a1-12 LOADING(psf) SPACING 2-0-0 CS1 DER in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.61 J-K >470 240 MT20 197/144 (Roof Snow--30.0) fiber Increase 1.15 BC 0.73 Ved(TL) A.01 J-K >281 180 TCDL 10.0 Rep Stress Ina YES WB 0.35 Horz(fL) 0.04 H n/a rVa BCLL 0.0 Code IRC2006/fP12002 (Matrix) Attic -0.29 J-K 498 360 Weight 142lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SYP 240OF 2.0E TOP CHORD BOT CHORD 2 X 6 SPF No.2'Except. Installation 1 Stabilizer(s)at 94-8(max)or, Except B2:2 X 8 SYP 240OF 2.0E 15-M oc:D-E,E-F. WEBS 2 X 4 SPF No.2 Permanent Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid coifing directly applied or 10-0-0 oc bracing. MiTek r scommends that Stabilizers and required cross bracing be installed curing truss erection in accordance with Stabilizer Installation gu de. REACTIONS (lb/size) B=1482/0-3-8, H=1482KY38 Max Horz B=282(LC 7) Max UpliftB=168(1-C 8),H=168(LC 9) f FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=2001/86,C-L=1444/147,D4-=1270H87,D-E=16511677,Ef>165H677,F-M1 12701167, G-M1 14441148,G4H=2001186 BOT CHORD B-K=0/1404,JaC=011428,HJ=Q/1404 WEBS D-F=3443/423,CaC=01/93,GJ=Q/793 NOTES 1)Wind ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1:60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs nonconcia ent with other live- loads. 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent l ive bads. 6)This truss has been designed for a 10.0 psf bottom clad live load nonconaurent with any other live bads. 7)Ceiling dead load(5.0 psf)on member(s).C-0,F-G,D-F 8)Bottom chord live load(40.0 psf)and additional bottom chord dead bad(0.0 psf)applied only to room.J-K 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint B and 168 lb uplift at joint H. 10)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. 11)for Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at TC:Inst 20-M;BC:;Inst.20-0-0. 12)Warning:Additional permanent and stability bracing for truss system(riot part of this component design)is always required. 13)Attic room checked for LGW deflection. LOAD CASE(S)Standard I , oLDLDD�Sa � 7th Edition Massachusetts Building Code 4 Mass. Version of the WFCM 110 MPH Exposure B Checklist M c K E"N,TE Summary of Construction Requirements ENGINEERING CONSULTANTS Project: Chesboro Garage Addition, 21 Penelope Ln, Cotuit Su .W,al•civil•environmental - • Per review of location, site is Exposure B • The Mass Checklist has been satisfied except for the following items requiring an engineering solution: o The front garage wall does not minimum% sheathing. Three APA Portal wall segments are required to be installed to resist shear and uplift. Refer to APA TT-100 attached for construction requirements. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: , 5/8"bolts spaced 59" o/c with minimum embedment of 7" into concrete. Additionally, a bolt must,be placed between 6",and 121'of each corner. -All sill plates to be connected using 3 x3"xl/4,' square,plate,washers 'For,wall segments requiring APA portals, (2) Simpson STHD14 hold down straps,are required to•be installed in accordance-with Simpson requirements and APA TT-100 requirements,,? ; Floor Construction Requirements: First two joist bays on the gable ends of the second floor framing to be blocked with 2x lumber 4' on center for the lengthof the joist.. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements:,".. ,� k All exterior wall studs to be 2x4, 16" on center. The double top plates on the exterior walls to have a minimum splice length of 2 feet and splices to be nailed with 8— 16d nails in accordance with Table 6 in the WFCM 110/13 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box-nailing-is 4- 16d nails per foot for walls on all elevations.,, lFor all door and window openings, multiple king studs-are required. For openings up to 14 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required;and-fonopenings 1,04 2 feet-;wide, 4 king studs are required. For sheartand uplift connectionrof the sheathing,,the,sheathing is to be nailed.6'".on center at thegedges and_12' on center in the field for the left side,right side and,rear elevations. For the front elevation,sheathing to be.nailed 37-on center at the edges and 1279 Millstone Road Brewster,MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com 12" in the field. All nails are to be 8d or equivalent gun nails (.131 x 2 %2"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to at least 2 inches into the second floor box and from the floor box to the top plate of second story walls (Note 4 Sheet attached). The front garage elevations does not meet the minimum% full height sheathing requirements. This wall requires 3 APA portal wall segments be installed on the stem walls at the corners and between doors. Refer to the attached APA TT-100 document for construction requirements. Roof Framing Requirements: Truss connection to the top plate requires Simpson H2.5T hurricane clips with 2x blocking between joist bays toe nailed to the truss with 4- 10d nails per side. If blocking is not desired, Simpson H-10 or H-14 hurricane clips can be substituted and installed on every rafter. All clips to be install in accordance with Simpson requirements. Roof sheathing to be nailed using 8d or equivalent nails 4"on center at the edges, 4" on center in the field. The first two bays between trusses are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and.as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2009 catalogue for all strap, hangar,.and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted_to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Stefan Richman Design dated 1/19/2010 and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance witkIlhe requirements of the wind design. NMIss: , o McKENZi� {� IViL W , Mark A. McKe ' � 's TSON ' Pres., McKenzie En.'_ Consultants, Inc. Attachments: Mass Checklist APA TT-100 1 'PA, TECHNICAL TOPICS vwwapawood.orq Form No.TT-100C Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1; was envisioned primarily for , use as bracing in conventional light-frame construction, it can also be-used.in engineered applications. The portal frame is not actually a narrow shear wall because it. transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame, thus, the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code (IBC) drift limit and an adequate safety factor are maintained. For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels—wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®for Engineered Design, APA Report T2002-46, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®with 10-ft Height and Lumber Header, APA Report T2003-11, APA—The Engineered Wood Association, Tacoma, WA -APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®as Wall Bracing, APA Report T2002-70, APA—The Engineered Wood Association, Tacoma, WA REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333•Phone:(253)565-6600•Fax:(253)565-7265 ©2008 APA_— The Engineered Wood Association Form No.TT-100C Page 2 of 3 November 2008 Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinga,b,c,d ASD Allowable Design Values Minimum Maximum Ultimate Load per Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 a Design values are based on use of Douglas-fir or southern pine framing. For other species of framing, use the specific gravity adjustment factor=[1-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. (c)Values are for a single portal frame. For multiple portal frames, allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x, etc.). (d)lnterpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Disclaimer The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. ©2008 APA— The Engineered Wood Association Form No.TT-100C , Page 3 of 3 November 2008 Figure 1. Construction details for APA portal-frame design with hold downs . f EXTENT OF HEADER SHEATHING FILLER ; SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) Q A IF NEEDED i MIN.3"X 11.25" NET HEADER €., + > r rc r ..... V TO 18' n ' Z 1000-L8 FASTEN TOP PLATE TO HEADER WITH TWO . 1000 L6 TYPICAL PORTAL I 16D FRAME .. I SINKERS HEADER,,t a3 ROWS OF 16D SINKER NAILS AT 3"O,C.TYP. STRAP(REF CONSTRUCTION I 2 ROWS @ STRAP 1000 LB STRAP OPPOSITE SHEATHING NO.LSTA24) I 3"O.C. i LSTA24) I i FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR A PANEL GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND SPLICE(IF € ' NEEDED);PANEL MIN,2X4 MAX 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. EDGES SHALL N ( FRAMING HEIGHT ;: € 10 FOR BRACING:MIN.WIDTH-16"FOR ONE STORY OCCUR OVER AND TYP, MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO BE NAILED TO �0------ + tIJ COMMON BLOCK- STORIES.FOR ENGINEERED USE SEE TABLE 1, iNG AND OCCUR LS a ~Y WITHIN MIDDLE 24" '; 420071E MIN.(2)2X4 OF WALL HEIGHT. MIN.(2)2X4 f ONE Row OF 3" DOWN 3/8"MIN.THICKNESS WOOD O.C.NAILING IS ' I DEVICE ' STRUCTURAL PANEL SHEATHING REOUIRED IN EACH (REF.NO. I MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED = ) PANEL EDGE. STHD14) INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED i� + v 3 PER MANUFACTURER.(REF.NO.STH014.) r'MIN. 1000 LB .: . ....... TIE DOWN , MIN.2"X2"X3/16"PLATE WASHER DEVICE(REF, ? ..._. .y _....... I r; NO STH08) "i ONE 5/8 DIA ANCHOR BOLT WITH 7"MIN.EMBEDMENT y f , i __ix FOUNDATION ........ _ __... ` < j PER CODE ................. ., A A SECTION A-A FRONT ELEVATION[ SIDE ELEVATION! ©2008 APA—The Engineered Wood Association AWC Guide to Wood Construction in..High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 010SIayrb Ad itio►->, Z Pa�ltlo(�G L-M, G0*%h+ Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................. .................................................110 mph t/ WindExposure Category.................................................................. .............. .....................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)—1`stories 5 2 stories RoofPitch ..........................................:................:.............. Fi ( 9 2) ..........................................lit 12:12 ✓ MeanRoof Height ..............................................................(Fig 2).................................................eft 5 33' BuildingWidth,W ..............................................................(Fig 3).................................................W 5 80' Building Length;L ..............................................................(Fig 3)................ .�$ft <_80' ...................... ........ Building Aspect Ratio(L/W) ...............................................(Fig 4)......... ... ... ... wS?J1.... s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)...... G ' -.........................:7 0 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. /' Concrete Masonry........................... -- - A/ 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/87 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .............:................... ..... ..(Table 4).........................:..................... �91 in. Bolt Spacing from end/joint of plate ............................(Fig 5)....................................1_in.:5 6 —12" Bolt Embedment—concrete.........................................(Fig 5).......................................... .... ...�in.>_7" —� Bolt Embedment—masonry.........:.......:.......................(Fig 5)........................................... in.z 15" wi► PlateWasher..........:....................................: ....(Fig 5)..............................................>_3"x 3".x Y4" 1/ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...............................:... Maximum Floor Opening Dimension...................................(Fig 6)..................................................Q ft 512, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... All+ . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................................................A9 ft 5 d (� Floor Bracing at Endwalls...................................................(Fig 9). .. ....................................................:..... ... Floor Sheathing Type ..................................................:.....(per 780 CMR Chapter 55)..................Ce Floor Sheathing Thickness ................................................(per 780 Cl�Chapter 55)............9:........ in. Floor SheathingFastening 9••••••••••••••••••••••••••••••••••••••-•••••••••••(Table 2 .. d nails at�m ed e/fain field 4.1 WALLS Wall Height Loadbearing walls......................................................:.(Fig 10 and Table 5)............................9 ft 5 10' {�- Non-Loadbearing walls...........:....................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ..............................................:.........(Fig 10 and Table 5)................... <_24"o.c. WallStory Offsets ...............................................:........(Figs 7&8)............................................ 4 ft s d t/ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.......................................:................(Table 5) .............................2x 4 - ft in. Non-Loadbearing walls.................................................(Table 5).: .........:............... ...2x -Gable End Wall Bracing Full Height Endwall Studs.............................:..............(Fig 10)................................................................. J� WSP Attic Floor Length.... ..........................................(Fig 11 > Gypsum Ceiling Length if WSP not used '..................(Fig 11 and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)...............:....................:..............:.......:: Jam_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)........ I/.® Splice Connection (no.of 16d common nails).............(Table 6)......................................................... u A'WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CM 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)............................:n(Tables 7)..................... 2 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)...........:.. �ft O in.511' t� .................... Sill Plate Spans .........................................................(Table 9)................................ .�ft Q in.<_11' 1 Full Height Studs (no.of studs).....................:.............(Table 9)...................................................:... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) _ Sill Plate Full Height Studsn...of pans.......... ..........................:...................(Table 9).................................. ft in.512" 9 ( studs)....................................(Table 9)........................................................ _�• Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W N ominal Height of Tallest Opening2 .......................................:....................................��0<6'8" V Sheathing Type...................... .....(note 4) Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)........................... ................ in. ✓ .. Shear Connection (no. of 16d common nails)(Table 10)...... . ... ....... .... . .. . Percent Full-Height Sheathing.......................(Table -� 10).N�$'."!"�.'.�!!'.........1 ....�/o ✓' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2........... ............:..............................................4L6 5 6'8" Sheathing Type..............................................(note 4).......... .........:..................:..............�9 J , Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................_in. Field Nail Spacing..........................................(Table 11)..................................................... min.Shear Connection(no.of 16d common,nails)(Table 11)................. Percent Full-Height Sheathing.......................(Table 11)............................. . .. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...........(1 .. Wall Cladding Rated for Wind Speed?....I..................... 5.1 ROOFS 6 Roof framing member spans checked?.,. M`!r! �y� ..(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ......................................... .....(Figure 19).............. ft 5 smaller of 2'or U3 c®' Truss or Rafter Connections at Loadbeadng Walls Proprietary Connectors Uplift................................................(Table 12).......... ! .. Pif Lateral.............................................(Table 12).............................................L= Of - C� Shear:.....::.......................................(Table 12)..............--...... S= pIf CS .... .. . ... . ... . Ridge Strap Connections, if collar ties not used per page 21... P P 9 (Table 13)..... 'M.XF�3............T= plf Gable Rake Outlooker..........................................(Figure 20)............., 0 ft 5 smaller of 2'or U2 � Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................. .............(Table 14).......................................:....U=t!Z—1b. Lateral(no. of 16d common nails)...(Table 14).......................................L Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ...... . Roof Sheathing Thickness.._................ n.>_711..6"WSP Roof Sheathing Fastening.............:..... ` able 2 Notes R ).................................... . � ........ _j,,C 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 r d. All Straps per Figure 17 - e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up.to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AIWC Guide to Wood Construction w 1 ligh Wind Areas:110 mph Wind 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' i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment --YYyiEN THIS EDGE F&M ON FRAMING EWSd NAILS AT6Iox- ------------ n 11 11 1 11 II 11 11 - 1 - 11 11 11 N N F �' 4D Ir Q li II - O IN - 11 U �� LF 1 W II Q ii ii 1 V II I1 ,1 II 1 la I 11 JI II ' - ••_J{ .. _ IJ,Lw - LIB NAILSPACING PATiEt � 1 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 4WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Cheddist for Compliance(7so cis 5301.2.1.1)1 - xa , , , d FRAMING MEMBER$ EDUP KWOMEDIA i i • i � Z �9t8• r i 8'MIN. STAGGERED 3� NAIL PATTERN � PANEL. PAf�E_EDC DOUBLE NAIL HIE SPACALG DUAL. Detail Vertical and Horizontal Nailing for Panel Attachment • _ .ti ane 1 Assessor's Office(1st floor) Map b3 q Lot Permit# 9s� 'Conservation Office(4th floor) 8130A I Date Issued 02 '9 Board of Health(3rd floor)(8:30-9:30/1:00-2:00) Engineering Dept. (3rd floor) House#A-_ 47-9 Planning Dept.(1st floor/School Admin. Bldg.) INSTALLED 9 � HCE Definitive P oved by Planning Board DL — �/ 19 �EE TOWN OF•BARN�A 1 F VP Build*ng Permit Application Proj4.ddidiress t c% -7 . e,.�lo/Ie Village Owner =oe c S Address /C Ys -Tcits,,-vE 4 ,k'a. ee&Pr y /4 'Telephone (5 G�) �-7 r-• 0-n3 - Permit Request Cep sEr�eF a ew a,`�S ,,�; Total 1 Story Area(include 1 story garages&decks) G y square feet Total 2 Story Area(total of 1st&2nd stories) /Fly square feet Estimated Project Cost $ -10 000 . — Zoning District Flood Plain C Water Protection Lot Size 3a -7 0 4 Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family YTwo Family Multi-Family Age of Existing Structure A-/a Basement Type: Finished ' Historic House Unfinished k "+ Old King's Highway �l Number of Baths No. of Bedrooms 3 Total Room Count(not including baths) C First Floor Y Heat Type and Fuel 14 A l A t Ta s Central Air Fireplaces T v 1 u rc Garage: Detached ! Other Detached Structures: Pool Attached Barn w l None Sheds Other -/2 Builder Information Name uu (a s a Telephone Number (sa D•) -71 J-M_T Address /s'/ License# eO ?C 37 2 s e '0 4 y Home Improvement Contractor# Worker's Compensation# J516— 00 —497 37� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTIONr BRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ey a�asf�d SIGNATURE DATE y ' 9- 9 f BUILDING PERMIT DENI D FOR F LLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 1 DATE ISSUED t MAP/PARCEL NO. _ *,. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION_ FRAME INSULATION FIREPLACE ELECTRICAL: -ROUGH FINAL PLUMBING: Y4r, ;ROUGH FINAL GAS: ROVGH FINAL FINAL BUILDING a DATE CLOSED OUTS ASSOCIATION PLAN NO. `pFIHETp The Town of Barnstable o� BARNSTABLE.p` Department of Health Safety and Environmental Services 7 MASS. 0 i6yq. �0 �fo►u•+° Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 F+ Building Commissioner Inspection Correction Notice r Type of Inspection Location Permit Number Owner Builder # �r' One notice to remain on jobsite, one notice on file in Building Department. - The following items need correcting: O C. .. it4Z141 111144f, Please call: 508-790-6227 for reeinspection. Inspected by Date ~- r l 1 `�.1HE A The Town of Barnstable BARE. ; Department of Health Safety.and Environmental Services 9 MASS. ��EDMA�a`0 Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection P y Location tA,\ �� Permit Number 1 - Owner '0 aQC.�Yt(;--p Builder 1 One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 1�� ����.;�� ram- t�� ��.v ���.�►. r.�,, �� �.,�.,, 6 -� Please call: 508-790-6227 for reeinspection. , I 1 Inspected by -'�� Date f 05/23/1996 14:17,15 508�713113 PRESTIGE PROPERTIES PAGE 01 #I PRESTIGE Pitop1y,pams, Inc. Buildtrs 0 1)e►=elopers a Realtors FAX COVER SHEET fie • FAX# ✓'9 d ' �� FROM., DATE: TOTAL PAGE COUNT INCLUDING HIS COVER PAGE: S IF veal by NOT RECEIVE ALL WAGES PLEASE CALL 508-771-0003. 1645 Rqutc 28 Suite E1 • Cc nterville, MA 02632 Telephone:508/771-0003 Fax! 508/771-3113 OErAlITl wrar NmUCSAFM OF ONE ASHOORTOO PLACE F„�era to pis aresaw�evrM►' . c T01! �Jli2[At Aftm:w scie?tCD S:.+aF?atl�+or N L I Ceti 5E �/Iifa IF:QYc o. E7WORAiMDATE435. COl:yTR. SoUPFHYIS4A CMITpN � AES f l�fCTRMS'�6 ear F"' GM DATE Uc-Np• FOR PWTECUC N 11GI ST - - "OWE �'.PuraGwmu� Uo131DI1�93 009637 PRINT INAPPROPFKA7E 15 GREAT Pl fS OR 3UzMGOPEPA7M .. ASHP f_ �1A 0 649 Adt�W �( DE �orowu,er.+.,,ncmo � .e*wu�rnae�a�omer�.�e..®�,r 4 P M � FiBCiHT: 3311z/1S' c. ox �� ! sYwtre�auvu�smoe�vEuc, �try woiwx.wEw e� rn w�r.rowr wwr ��s Ass �• '1 0.1 z!2 • a4 C x s a> ' J O _ I 6 I JEFFERY JOHNSON ATTORNEY AT LAW TWELVE CENTER PLACE 1550 ROUTE 28 CENTERVILLE,MASSACHUSETTS 02632 (508)790-5776 (5W)775-6M9 TELEPHONE August 28, 1995 FACSIMILE HAND DELIVERED Ralph Crossen Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Vacant Lot on Penelope Lane, Cotuit, MA Assessors Map 39, Parcel 42 Lot 57, Land Court Plan 22824-D Dear Mr. Crossen: Pursuant to your instructions for the issuance of a building permit, kindly accept this as my required opinion and representation letter for zoning purposes with regard to the above- captioned lot. I have reviewed the records at the Barnstable County Registry of Deeds Land Registration Office concerning the above referenced Assessors Parcel 42 on Assessors Map 39 and find that Parcel 42 abuts, pursuant to the- zoning regulations, 'parcels 40, 41, and 44 . Parcel 42 has been in separate and distinct ownerships from any of the abutting parcels since March 13, 1979. It is presently owned by Vera Apog pursuant to Certificate of Title No. 112546 and she has owned the same since 1987 . Assessors parcel 40 is owned by the Holzmans and has been owned by them since June 4, 1979 pursuant to Certificate of Title No. 78366. Parcel 41 is presently owned by the . Greens by virtue of Certificate of Title No. 99024 and has been in that ownership since November 14, 1984 . Prior to that,- this parcel 39 was owned by the Powers by virtue of Certificate of Title No. 77482 and was in that name since March 13, 1979. Assessors parcel 44 is presently owned by John and Mira Korczewski by virtue of Certificate of Title No. 77361 and has been in their names since February 22, 1979. Ralph Crossen Page 2 I have enclosed herewith copies of the owners duplicate certificates on the abutting parcels and the subject parcel for your records and information. I trust that this is sufficient for your determination and if I need to provide anything further, please don't hesitate to contact me. i Sincerely yours, Je e , Esquire JJ/nw Book 920 Page 106 G Doc. No. 442, 573 Ctf. No. 11254646 TRANSFER CERTIFICATE OF TITLE No. 106769 Originally Registered June 10, 1986, From Transfer Certificate 89 for the Registry District of Barnstable County.' in Registration Book 872 Pageof 282 Sea View Avenue, Osterville, Massachu- THIS IS TO CERTIFY that Vera M. Apog, setts 02655, is the owner(s) in fee simple of that land situated in Barnstable t of Barnstable and Commonwealth of Massachusetts, bounded and described in the County as follows: own plan 22824-D (Sheet 1) dated on subdivision p and filed in the BEING LOT 57 as sh Inc., Surveyors, February 12, 1968, dra Charles N. Savery, Land Registration Office at Boston, a copy of which isifiled ith Certificatelof county Title Registry of Deeds in Land Registration Book 408 Page No. 51121. There is excepted and excluded from said land the FEE in the way adjacent thereto. feet wide, approximately shown So much of said land as isixn(66)ed within the area marked Cape Easement,, sixty- rant made by Irving B. & Vineyard Electric Company 17� 1915 duly recorded in on said plan, is subject to an eaCompan adated February a petitioner and Cape Phinney to Buzzards Bay Electric Company 1ape Book 362 Page 28 and Company set forth in a filed with the papers in stipulation t this tcase on July 23, 956 & Vineyard Electric677. being Document No. 69, rant made Said land 1s subject to an easement as set forth e nC mpany dated by Irving B. Phinney et al to The southern MassachusettsTelephone June 4, 1913 duly recorded in Book 324 Pageover the ways There is appurtenant to said land a right of w entitled thereto ay over all purposes shown on said plan in common with others lawfully the Town of Barnstable. for which ways are commonly used in nted in an easement given Said land is subj ect to the rights g g� 1972 being Docu- to the New England Telephone & Telegraph Company et al dated May meet No. 159,569. Said land is 14,535 and to expire e benefit Of the 25 years from May No. 22, 1973. dated May 2, 1973 being Document No. And it 1s fu rther certified that said land is under the operation and provi- sions of Chapter 185 of the General Laws, and that the title of said Vera M. Apog is tered under said Chapter, subject, however, to any of the encum- to said land is reg six of said Chapter, which may be subsisting. brances mentioned in Section forty- WITNESS, MARILYN M. SULLIVAN, Chief Justice of the Land Court, at Bernstable, in said County of Barnstable, ear Or.taber. .in.the y 4neteen hundred - the C-iicutj-•• - .. . and eighty-seven, at 11 o'clock and 26 minutes. Attest, with the Seal of said Court, STEPHEN WEEKES, __--stant Recorder. Land Court Case No. 22824 i i Z-3eAA W. ran5fer Ceriifirair of Title. �.•�� From Transfer Certificate No. 72507 Originally Registered November 22, 1977 in Registration Book /� 586 Page 117 for the Registry District of Barnstable County. + hs bib; to TertUp that Robert C. Holzman and Madeline Holzman, husband and wife, both of 23 Memorial Drive, East Bridgewater, Plymouth County, Massachusetts' 02333, are Me vveea (3/ its he Aielivo. as tenants by the entirety of that land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Northeasterly by Hackberry Road, one hundred twenty-five (125) feet; Southeasterly by Lot 57, one hundred ninety-two and 70/100 (192.70) feet; Southwesterly by Lot 51, one hundred sixty-nine and 92/100 (169.92) feet; and Northwesterly by Lot 55, one hundred sixty-five and 80/100 (165.80) feet. All of said boundaries are determined by the Court to be loca- ted as shown on subdivision plan 22824-D (Sheet 1) dated February 12, 1968, drawn by Charles N. Savery, Inc. , Surveyors, and filed in the Land Registration Office ' at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 56. There is excepted and excluded from said land the FEE in Hackberry Road adjacent thereto. So much of said land, as is included within the area marked "Cape & Vineyard Electric Company Easement" sixty-six (66) feet wide, approxi- mately shown on said plan, is subject to an easement as set forth in a grant made by Irving B. Phinney to Buzzards Bay Electric Company dated February 17, 1915 duly recorded in Book 362 Page 280 and as set forth in a stipulation be- tween the petitioner and Cape & Vineyard Electric Company filed with the papers in this case on July 23, 1956 being Document No. 69,677. Said land is subject to an easement as set forth in a grant j made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all pur- poses for which ways are commonly used in the Town of Barnstable. Said land is subject to the in to the New England Telephone & Telegraph Company et al dated May 9, 1972. being Document No. 159,569. Said land is subject to restrictions dated May 2, 1973 being DoFument No. 174,535, to expire 25 years from May 22, 1973. / I ..-f -,h it f r i./I•. ../ /r...y,i/ .. �. n qtA l iY1 .r,.v to said land is reµisirred tutdrr suit) Chapter, subject, however, to any of the encumbrances utentionrd in Section forty-six of said Chapter, which may be subsisting V;r_t:=y.�'•�I.::.�:::L : 3_ti71• �...- =:as�cr �sas��• ►�=f•=�t��vxr u. �=,rncr:.ltly �.n ;aid�utn &.rnslahis! day of June in the year nineteen hundred the fourth at 3 o'clock and 56 mi suns• and seventy-nine , Aties , with the'Seai of said Court, � o Land Court Case No. •22824 STEPHEN WEEKES, Assistant Recorder. Book 8 0 8 Page 24 IFOAM E-3 �Crangfer Certificate of xitle. Doc. " 349,495 Cif. No. 99024 I From Transfer Certificate No. 77482 Originally Registered March 13, 1979 in Registration Book 628 Page 52 for the Registry District of Barnstable County. U5 ig to elCertifp that Brownie E. Green and Marie E. Green, husband and wife, of 118 Sumner Street, Norwood, Massachusetts 02062, are the owner(s) in fee simple. as tenants by the entirety of that land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Southwesterly by Checkerberry Road, one hundred ninety-nine and 90/100 (199.90) feet; Northwesterly by Lot 51, one hundred twenty-seven and 24/100 (127.24) feet; Northeasterly by Lot 57, two hundred two and 08/100 (202.08) feet; and Southeasterly by Lot 49, one hundred thirty and 40/100 (130.40) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-D (Sh. 1) dated February 12, 1968, drawn by Charles N. Savery, Inc., Surveyors, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 50. thereto. There is excepted and excluded from said land the FEE in the way adjacent Said land is subject to an easement as set forth in a grant made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated .June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given to the New England Telephone & Telegraph Company et al, dated May 9, 1972 being Document No. 159,569. Sa1.d .land is subject to restrictions dated May 2, 1973 being Document No. 174,535, to expire 25 years from May 22, 1973. And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said Brownie E. Green and Marie E. gear to said land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS, WILLIAM I. RANDALL, Esquire,Judge of the Land Court,at Barnstable, in said County of Barnstable. the fourteenth day of November in the year nineteen hundred and eighty-four at 3 o'clock and 59 minutes. Attest, with the Seal of said Court, Land Court Case No. 22824 {� STEPHEN WEEKES, Assistant Rrrorder. r �- i Book 627 Page 51 Lf Doc. No. 248195 % 'erangfer Certificate of Title. Ctf. No. 77361 From Transfer Certificate No. 72507 Originally Registered November 22, 1977 in Registration Book 586 Page 117 for the Registry District of Barnstable County. 9bio w to (Qertitr that John F. Korczewski and Mira Korczewski, husband and wife, both of 11 Woodford Street, Worcester, Worcester County, Massachusetts 01604, are the owner(s) in fee simple. as tenants by the entirety of that land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Northeasterly by Hackberry Road, ninety-six and 66/100 (96.66) feet; Easterly by the junotion of said Road and Crow-Berry Road; :sixty- two and 83/100 (62.83) feet; Southeasterly by said Crow-Berry Road, one hundred twenty-five (125) feet; Southwesterly by Lot 49, one hundred fifty-six and 46/100 (156.46) feet; and Northwesterly by Lot 57, one hundred seventy-one and 81/100 (171.81) feet. ill of said boundaries are determined by the Court to be loca- ted as shown on subdivision plan 22oe4-D tZhett 1) aGtta ktr.sut�sy 1.4. by Charles N. Savery, Inc. , Surveyors and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 58. - ---- -= -�•�y:r_tc and fr.rl.udtd f_vm Said land the FEE in the ,iaya ad]aceac zaarezZ. said land is subject to an easement as set forth in a grant made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all pur- poses for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given to the New England Telephone & Telegraph Company et al dated May 9, 1972 being Document No. 159,569,. Said land is subject to restrictions dated May 2, 1973 being Document No. 174,535, to expire 25 years from May 22, 1973. i i i fAnd it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said John F. Korczewaki and Mira Korczewaki ny of the encumbrances mentioned in Section to said land is registered under said Chapter, subject, however, to a forty-six of said Chapter, which may be subsisting i WITNESS.Vi'ILLIAM I.RANDALL,Esquire,Judge of the Land Court,at Barnstable,in said County of Barnstable. the twenty—seoond day of February in the year nineteen hundred and seventy—nine , at • o'clock and 57 minutes. Attest, with the Seal of said Court, P.' of Land Court Case No 22824 ffEPHEN WERE, Arsisfant Recorder. TOWN OF 8ARNSTABLE, MASSACHUSETTS O ASSES MAPS f i +•� �1"atV tbr 4 Os 4 ►f 060 s ® ey © / / Ash oil y 63 /.,✓ � w� . Cab ! ti tl pp ®� - i O ` 147 se ►' r Y O '1s • / p/ PLO . d 4n sp 14l, AC ^ ® d isJ V bI ISO / 4 �a+ \ Au k C3r\ R ASAC153 ; m ."44 8 ; i �11����"• / a 1 ISSUE DATE(MLAJOD/YY) PRODVCER O Dj/gQ THIS CeATIFICATE Is ISSUED AS A MAT1 ER OF-INFORMATION ONLY AND MCAlpine ITleurauce Ayt-r,t:;y CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICA' One Center Place, DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED By TI POLICIES BELOW. 1550 Route. 28 Cent6lvil.le, Ma. 02632 COMPANIES AFFORDING COVERAGE 1 COMPANY LETTER A Enployors Insurance. of Walai;au —_..__.......... ...........-.- COMPANY p INBUREp — LETTER L' Pre.i+Liye. PropExti�e, Inc. COMPANY _-- 1645 ralni;Juth Road, Suites >✓-1 IFTTFA C Cer,tervillc., Ma. 02632 COMPANY -_._- LETTER D COMPANY -..........— _.. LETTER E THI$IS 1O CERTIFY THAT THE P0UCIF;1 t.Ir wSVRANCE LISTED BELOW HAVE BEEN ISSUtU 10 I HE INSURED NAMED ABOVE FOR)HE POLICY PERIOD INOICATC0,NO WIIHSTANDING ANY REOUIREMENT,It'll"OR CONDITION OF ANY CONTNACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED Oil MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DE.SCRIgkD HEREIN IS SUBJECT TO Al 11HE TERMS, EXCL05I0I1)S AND CONDI110NS OF SUCH POLICIU-S. co LTR TVPE OF INSUAANCE POLICY NUMBER POLICY EFFLC11vL POLIGY EXPIRATION ' DATE(MM/DO/YY) DATE(MM10O/YY) LIMITS OENERAI.LIABILITY BODILY INJUNV OCC. S - CUMPHEIIFNSIVC PONM BODILY INJURY A00. { '� pIiFMIRFRIOPCRATIONS .,,.�. UNOE(1GROUND PhOPERTY DAMAOF AC(:. FXPI ORION 6 COLLAPSE HAZARD P PROPERTY DAMAGE AOG. { TIODUCTS/COMPLF1kD OPptN. _.._........,..,, ...__ { 61 4 PD C-0M01 N E0 OCC. CONTf1ACTUAI _ IN AI 4 PO COMUI,tEU AGO. $ UCPCNPCNI CON HAC7UHf. PERSONAL INJURY AGO. >< fIf ICAO f'•ORM f'R4PF.RTv PAMA(iF 1'CRSONAI'(INJURY AUTOMODILt LIAFILITY ANY Al ITO UOUILY INju" (Pot Parson) ALt OWNCO AU 1 Q:i(1'rlr. f•hrs ) --_—�._.. ALL OWNED AUTOS( OIIDoI Ivan POUILY RNultY P'W Pail. ) (Por accldonl) Q' IIIHLV AVIOi NUN.()WNI:'U AUIO; PROPERTY DAMAGE { _ OANAUt- I.IAHII II Y BODIL Y INJURY 6 ��- PHOPfNIV DAMAGE { EXCESS LIABILITY COMBINED { Ufd6r,f.11A FOF1M -._EA I.C.._H OCCURRENCb... .. ...._.... ..... ... d -- OIHER 1HAli IJMMIIF,I I A I-tln fn ACOIICOATF.. ... .... . . . ......•,_.... WORKLII'S COMPENSATION STATUTORY LIMITF _ ANO 1515-00-097378 LACH ACCIDENT 06/21/94 06/21/95 a .QC!Q EMPLOYERS'LIAMLII Y DISEASE—PULIOY LIMII {_sQO'o00 OTHER DISEASE—EACH EMPLOYEt $100,000, DESCRIPTION OF CPPCMAYION91LOCAYIONS/V FHICt.FSISPP.CIAI ITEMS Building contractor. • t • SHOULD ANY OF 1HE A66VE DESCRIBED POLIUILU BE CANCf:L1.l::U 6EFORE, THE �PWt1 Of BllNtable. EXPIRATION DATE THEREOF, 1Hf ISSUING COMPANY WILL ENDEAVOR TO AC Cn; FsudCly )r�£irt j CI MAIL __10 DAYS WRITTEN NO110E TO iHC:CF.RTIFICATF HOLDER NAMED TO THE FAXt1(508)775,334q LEFT, VU1 1-AILUfit 10 MAIL SUCH NOTICE S11All IMPOSE. NO OFfLIGA1tON OR LIABILITY Vr ANY KIND VPON 1 HE COMPANY. ITS AGENTS OR RF.PCIE$ENTATIVES. AUTHO�IZLO REPRESENTATIVE f t P I 1 — t - t "� J. 'e i �. - _�,:...._ .. _ ... f �.: ,u-e. - t�- _�f. `-•F -..� -. .� E i.i .Y.3 .t. f `t. -i__-.. - .J.-, �'> w.. � '� .` �'z'� �t3` .:..•w1=fit._.,_::' ...a .r.�...-1,.3 :...,.. F. :$ '�.. 5 `� � _ � - �1'S - � _ �f------� - � �'.� c � f �� - ------ T �. � ��. _ - -.�Y 2 f 4 �s � �� , . � . ' � �;` - � ' � � I i� I / -.r-. I I � _L. ! J -- / � � �T `��� - - � ��. ..- i �-� \ _- i �II II � I � i ! t f � � � � ' � I at,r I I I '� :, ii � if � .. �-__ � I I' t �- ��._�J I 1 ����� � � �- -Y -- .. .. - _ _ _-- G .._ _ _ _.•- iJ.- .r - ---� - 7. I 3 igg.� l� F _ - 4 I I I I� 1 I i t I FF I tj IL _�� ���A7 =;�_`, - ::: =�,' I - _ _,._ ._._. . i __._ --� r `%G l.B� � I Z- -�4s , =6 -�------�---------�—_ � \ � -- -� �z -- - --- - � � -- ' ----� � i .. r- ��� _ J� ; I � � i \ ' %EGCI.;� Pl_.�oPi. !____�y --- -__ ... I ' I I � � S I , ���� _ � �� _ �� I __. _..____.._.__ :G � i i a c.c - _._. ._'___ _ _ i 1 �__.. ..__ _ ! i \ I �"— G_,i= �-� J. ' t f I � �'. Boa• .•�d•L i � �-;'•=: is i. i � ' - _ � � 3or Six f✓ Gm�G.-Y: � � 'I glilp is �. ,: - -- -- ... - .. ....-.. ` ,....... `, mow- >� _ _ 9_•y g.i_o,i h i 4 I -77 # a"x ?wfULA-- i q- 4A, • I � i I • T � S1. L :P �• 1 x I 1 I �.-; »sf ,.:_. : ;i..ptc. _y s...--_.. -,.-.6 �- r -h '� `x f f sr:• r �' - - 'x i ac, r >1 J 17- 12 12� kJ ate. 77T, �o -�r: {�•►:�ls --- --- � y. L. Sa Q Iv ate. - f i VLy G-�x Pam!'.-,rcG' •�a d 71L--,'•4 S Z, c- Id Ga• C, :IYr�tr?'SllL: i ,, e ! yx.c. 0 41:: C ZA vACT i o . . .-50. Y .4 .. a . , '�oiTl 4.iGf W�KEG .. ... .'1'•CvNC..,SLJ.�: �.' - . 1.+�•r GT, p SI'P��'fii7f11CA �rr� - rrg� �$ D y E IMPORTANT `,ANY CONSTRUCTION-THAT INCREASES LIVING SPACE R� REVIE �® 'SMOKE DETECTORS BEYOND 1206..SQ FT: PER LEVEL MAY REQUIRE THE' 4— INSTALLATION OF 'ADDITIONAL SMOKE DETECTORS. - BARNSTABL BUILD DE PT, DING D P� D EZ NOTE: A SEPARATE PERMIT 1S REQUIRED FOR THE ` INSTALLATION 0 SMOKE DETECT' • � ORS-THE ELECTRICAL � I 1 TION F S \./ - HERMIT DOES NOT SATISFY THIS REQUIREMENT. ; FIRE DEPARTMENT M •... . . 80TH SIGNATURES ARE REQUIRED FOR PERM)%jH0 t � + �.. •r".�. O V r �a 100 w , , r' ww - - - t 0 Iji O_ I. 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N AMTd1EX[ST.CEL.31e - - 1 FOUNDATION WALLS Ol 46"x8'CONC.FOOTINGS -2x4's 16"OC W/SINGLE BOTTOM -4'2"CONC.WALLS AND DOUBLE TOP PLATES Z `� < -4"cow.SLAB -V2"SHEATHING INSTALLED -5/8"x10 ANCHOR BOLTS @ MAXVERTICALLY FROM BOTTOM OF 590 OC W/3"x3'x1/4"PLATE WASHERS PT PLATE TO TOP OF TOP PLATE -PT 2x6 SILL/SEAL "TYPAR"HOUSE WRAP a'p 3/2x10 GIRDER ON 31/2"LALLY -R-13 FG INSULATION COLUMNS ON 2'6"x2'6"xl'FOOTINGS -1/2"GYPSUM FLOOR 24010ISTS 16"OC -240 MID-SPAN BLOCKING -3/4°SUBFLOOR GLUED ,""� -PERPENDICULAR 2x BLOCKING 0 ALL _ ; GABLE ENDS 4'OC 2 JOIST BAYS INrd M w b date: 1-19-10 scale: 1/4"= le on . e'a' Y'p 9•0• 2'p 9'0' 2'p - 24•0' PAGE 5 of 7 t r M Ci V cn } C.Y c " N �� t f t o �Of Ur a1rroI Eft 1 ; Q N 8 4 CEVANOA°°"e"" Avila date: 1-19-10 scale: 1/4•= i,®„ PAGE 6 of 7 • � i u 12 s 8 00 muss CO 'L TRUSS 10A00Go N LID 24-04 .� 12 a d TRM*A• _ ' TRUSS OIf�10 RAP79tS1A•at ATTIC TRUSS JS _ OVER GARAGE _ - le -. .. ��TRUSS a _ C � C • - _ v, o • • O C ] (> . r Z 2K VALLEY NAILER- r ' t k k r `- :E� 17 ' _ • > s T !K' ` � ' j TRUSS'/' - - � . 24pop6H as .. � p S. .2%VALLEYfL1tLER. •Y: .. � � RAFTERS W OC 5, a a can %S F Mi ti iA11lE date: 1-19-10 ,Russ .. scale: %/4"= fl'®" PAGE 7 of 7 • = M 1. �V � coo '--rr-.rin-.eu-..t-„a....�--r t w` ...._...... . .. ..... + _ ... 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I.yr-�•I :- oo '- z + -J "' dae lK ti sCQ e: A, SIDE ELEVATION L4"�4�11 s- fly tl , �erg E�Qd,.•DO PAGE 1®ff 7 S-E.PTIC PROFILE TEST HOLE LOGS T.O.F. AT EL (NOT TO SCALE) ACCESS COVER TO WITHIN 6' OF FIN. GRADE ACCFSS COVER (`WATI-FMGHT) TO LD.e.6 F N I N F F R:-,eLq"_ c___7 4� - OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 4_1 2% SLOPE REQUIRED OVER SYSTEM WfTNFSS: RUN PIPE LkVEL F>�, /> FOR FIRST 2' PROPOSED___ GALLON SEPTIC 2- *f 1A, 1//4/ PRIIA T IF PERC. RAT cum TANK (H 1-0-) TT ('I ASS 457s SOILS P# N 0 er CRUSHED STONE OR rr- o (LA SLOPE) MECHANICAL A_ DEPTH OF FLOW COMPACTION. (15.221 f2j) CviI TO 11-117' DOUBtF A0ASHED STONE� TEE SIZES: (LA SLOPE) (6% SLOPE) INLET DEPTH OUTLET DEPTH SIDES AND BOTTOM OF LEACH INTERFACE TO BE Sr-AWFIED ATION MAP - 7006) Z ASSESSORS3 9 PARCf- 1 42, FOUNDATION— 10 SEPTIC TANK D' RnX ----------- lLo LEACHINC MAP FACILITY zl4f 0- IA-0 /0 yfe SX- FLOOD ZONE �A 106 9 'for BUR DING ZONE: SETBACKS: FRONT - 30 yk 71.4 SIDE - R ,:�O 7- FAR - T_ 0 PLAN REFERENCE: SEPTIC DESIGN: (GARBAGE DISPOSER IS A/077 444-ot')c DESIGN FLOW: 3 BEDROOMS (jle GPD) n;, GPD NO-11 . at%6%tj USE A a,-3-E, GPD DESIGN FLOW .4,q 4- A,9 I r UAf c COU7 Oi'r SEPTIC TANK: GPD ifp(-cGAt.L0N �, 1 . DATUM IS USE A L!j GALION SEPTIC TANK 2. MUNICIPAL WATER IS LEACHING 3. MINIMUM PIPE PITCH TO RIF 1/8- PER FOOT. SIDES: -t 1-.5 t -T ) 2- ) ( . ) ZIPGPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO (7, HOTTOAk GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2r_a TOTAL: S.F. AAl _400 GrD 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. _ ENVIRONMENTAL- CODE TITLE V. 61 PLAN IS, FOR PROPOSED WORK ONt Y AND NOT TO BE USED FOR LOT LINE STAKING. / \ / " '� o /� \ S. PIPF FOR SEPTIC SYSTEM TO SCH. 40-4p PVC. &4'. 21 t- A,-r 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT loc> -D -7 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. IT IS THE RESPONSIBILITY OF THE OWNER OR THE OWNER'S AGENT TO CONTRACT WITH THE DESIGNER FOR INSPECTION AND CERTIFICATION Of CONSTRUCTION AND LOCATION Of SYSTEM AS PER TITLE 5 RFGULATIONS cF lzecvaip_e_c, 12. VEHICULAR TRAFFIC, PARKING OF VFHICLFS, STOCKPILING Of MATERIALS V7" AND STORAGE OF EQUIPMENT OVER LEACHING AREA PROHIBITED AT ALL TIMES. 13. SYSTEM AREA SHALL BE STAKED AND FIAGGED FROM DATE OF INSTALLATION UNTIL CERTIFICATL OF COMPI IANCF IS ISSUED, F z4z-''-- 17-n. f Al 4,07- 5-k zo�/ Eo SITE AND SE.'j"WAGE PIAN OIL --!,--- Z_o A IC- L.ICIA�_ �,Al, BOARD OF HEALTH IN TTIF TOWN OF. APPRO0,11) DATE MA (�::7-eJ/ 7-, PREPARED FOR: J'o 0 _70 6-11 SCAlY D OF 0 0�_s Z 0 7- --V-''5� dowii cape engineering, inc. ARNE tiG ARNE H. H. MVIL ENGINEF.RS comi A OJALA LAND SURVEYORS f ( *1 PW)14F 5M-362-4541 FAX 509-367-MM JOB # *S-- 2-01 939 main st. varmouth , ITIA A' nJALA, P.S., P. S. PATE L j