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0097 LOOMIS LANE
. u�f '� . �4®��I S �a�•W�tp ' 11rT1 K4 Y. f Wes' �r.,C d c * - s } a � o Y � e # EDGF of WoEQUAQUET LAKE \ ko 12 yk2 0 USXol 117W3. #- of 5 � w£r�ANo . EXIST. / co DWELL. ,t Q ¢ \ N a ' m UPLAND LOT AREA o a w _ a a 18,728 s.f. w in H a O�iN � `t 01 ae�bw; l d eh- CONCRETE 2.9' , FOUNDATION hsNC.or�hr�w�� 4.0' N 41 100 . 34 R=367 . 52 ' LOOMIS LANE DCE #00-228 FOUNDATION PLOT PLAN PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING_ PERMIT, NOT FOR ANY OTHER USE LOCATION 97 LOOMIS LANE CENTERVILLE,MASS. PREPARED FOR; SCALE 1' = 40' DATE SEPTEMBER 22, 2011 LARRY S. GORDON REFERENCE ASS MAP 149 PCL 68 LCP 36175D NOFMg I HEREBY CERTIFY THAT THE STRUCTURE ��1Ss9c SHOWN ON THIS PLAN IS LOCATED ON THE °� DANIEL GROUND AS SHOWN HEREON. o- A. -, OJALA n off SOB-362-4541 ,O No.40980 fax SOB 362-9= SOP `OAP ( ' down cape engineering, inc. \ uRv CIVIL ENGINEERS LAND SURVEYORS 939 Moin Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR J ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � Parcel �� Application #<=;�® 13 Health Division Date Issued JI w' Conservation Division Application Fee� . Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 77 Zoe P41 s L�1 Village ef ev. c°r✓s Me Owner Zez r-/' roc o Address Lug 0 --V le Telephone VGA Permit Request f Q tCi Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9"/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No /Fireplaces: Existing New Existing wood/coal stove: Ci'es ❑ No Detached garage: ❑ existing dnew size—Pool: ❑existing ❑ new size _ Barn ,existing-❑ n size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ', ' Commercial ❑Yes U/No If yes, site plan review# Current Use a Proposed Use 6Q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameA5(-/<I' Telephone Number S-6r�`�f�SrO Address License # /6 0 7 O-/ ®� Q Home Improvement Contractor# / V�Q3;2 Worker's Compensation # 64/6,2- 3-1 S 3!� 3% ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Lvti SIGNATURE` DATE d ` FOR OFFICIAL USE ONLY ' APPLICATION# s f ' DATE ISSUED MAP PARCEL NO. z r s l • ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION rD1b �d��lj! .t o FRAME 5R G 11JOAL d 12JZ?1)1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �4-ft vlz- i - E DATE CLOSED OUT b I ASSOCIATION PLAN NO. { The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.maEs,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): Address: . City/State/Zip: - . Phone #: g= 61 —fp Are yo}i an employer? deck the appropriate box: Type of roject(required): 1.Lm/I am a employer with ' 4• ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling . ship and have no employe These sub-contractors have es 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. # required] 5, ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors 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 isproviding workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: 61 / Policy#or Self-ins. Lic. #: — —3 O-SD Expiration Date: 0 Job Site Address:- Ii�OG�I� C ��� City/State/Zip: Attach a copy of the workers' compehsat;iea policy declaration page-(showing the policy nun-ber 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 S 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 S250.00 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 yea-ification. 1 do hereby certify undonthepai d nalties of perjury that-the information provided above is true and correct. Signature: Date: l/ Phone#: ®S C7 Official use only. Do not write in this area, to be completed by city or town official City or Town; Permit/License Issuing Authority(circle one): 1. Board of Health 2.`Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector 6.-Other Contact Person.: Phone#: l 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 lding appurtenant thereto shall not because of such employment be deemed to be an employer. or on the grounds or bui ' 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 numbers) 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'perrnit 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. PIease be sure to fill In the perinit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(ifmiecessary) 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 Iike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depart nent's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents , 4ffce ofInvestigations 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 t .,r AC L berg ISSUING OFFICE 181 1Vluita��1.. Workers Compensation and INFORMATION PAGE Employers Liability Policy ACCOUNT NO. SUB ACCT NO. Liberty Mutual Insurance Croup/Boston i 1-34313I 0000 1JBERT)'DAiTUAL INSURANCE CO 15628 ` POLICY NO. T.D/CD SALES OFFICE CODE SAI-.E.S CODE N/IZ 1ST j. •.. WC1-31S-343139-030 XX X WESTON 102 REPRESENTATIVE 3000 2 : YEAR ASSIGNED 2003 Item 1.Name of CAPE COD CARPENTRY INC - Insured FEIN 26-6805494 Address 12 .REMINGTON LANE RISK ID 774168 PLYMOUTH, MA 02360 Status 03 - CORPORATION Other workplaces not shown above: SEE ITEM 4 Mu.Day Year Mu Day Year Item 2..Policy Period: From 07-30-2010. to 07-30-2011 12:01 AM standard time at the address of the insured as stated herein, Item 3. Coverage u A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed L here: _,`• MA B. Employers Liability Insurance: Part'Two of the policy applies to work in each state listed in item 3.A. The limits of our { liability under Part.Two are: Bodily Injury by Accident 100.000, each accident Bodily lnjury by Disease 500,000 policy limit Bodily Injury.by Disease 100,000 t~ each employee . 4 C. Other States Insurance: Part Three of}the Apolicy applies to the states, if any,listed here: SEE END WC 20 03 06A S' D. This policy includes these endorsements and schedules: . SEE EXTENSION OF INFORMATION PAGiC ^ ,lte,m 4. Premium - The premium fo'r this policy will be detertnined by our Manuals of Rules Classifications Rates and Rating Plans. All:information required below is subject to verification and change by audit.. Premium Basis Rates- LINE110 _3 Pe.r$100 Estimated Code Estimated of RE Annual Classifications IN,o. 'Total Annual Premiums mimeration Premiums SEE EXTENSION OF INFORMATION PAGE I Minimum Premium , $ 500 ( MA ) Total Estimated Annual Premium $ 2,918 Interim adjustment of premium shall be made: ANNUAL j This policy,including all.endorsements.issued therewith,is hereby countersigned by Authorized Representative Date 10-05-10 I I i Loc.Code Term. taper. Audit Basis FZiodic Payment Rating Basis Pol.H.G. Hume State Dibideod RENEWAL OF: �I 10-05-10 NR MA WCl-31S-343139-020 r i GPO 4030 Rt Copyright 1987 National Council on Compensation Insurance WC 00 00 01 A - Insured Copy t I ,. Oft—0 onnsimer air i In✓i 1Z Ut of flOME IMPROVEMENT CONTRACTOR ` Registration: 144032 TYpe x Expiration: 8/3112012 Private CorplSr6tia>7, a ; C. COD CARgE�VTRY`iNG j j DAMEL'TOUSIGNANT 12 REMINGTON: _ PLYMOUTH,MA 02360„- Uridcrsecretiiry • i .wY.vaxa�� .:i�.:,Lsasw,.r:•.�d+Ftr.�Aw,rsn�...,•wYY,uw=s�t.,a.� whfr�l k .,,w. +�.f> ^;, .. _ s? sa!< lI 01 Yf�iy3"tiil .. TTl1�aflR3g�°+ =t.l{ 3tt:.: o Restrietec.to 00 ., •, DANIEL TOUSIGNANT` 30 COLT LANE PLYMOUTH MA 0. 36L Rpirati+om 6/6r2.0T2 . u.x•.!i18�YNr,i^z' 74q 1Q!1701 AKA 65- Cr 07 1.,v®iv �� C'M�ov vilk/ AWC Grdde to Wood Constructioir w Ili,;lr Knd Areas:IIO inph EWtrd Zorre Massachusetts Checklist for Compliance (7so CMR5301:2.1.1)' Ch, Comp liai 1.1 SCOPE WindSpeed (3-sec.gust)........:.........................:........................................................................_..__.. 110 mph V WindExposure Category........................................................._.....................................................................B Y - Wnd.Exposure Category..............: Engineering Required For Entire Project........................................0 _ 1.2 APPLICABILITY Number of Stories(a roof-which exceeds 8 in 12 slope shall be considered a story) j stones 5 2 stories V RoofPitch..----=•.....................::.........................:....... . Mean Roof Height ................................. F 9 ...........................( 9 2)...........*....................... ................&ft 5-33' ✓ Building Width,W ........................................................._.._.(Fg,3)...................:..................-........�1 y ft 5 80' i BuildingLength, L ...........................:......:...........:...............(Fg 3)..................................................a ft Building Aspect Ratio(!JW) .._._..........................................(Fig 4)....._............................................ 5 3:1 Nominal Height of Tallest Opening2 ............:......................(Fig 4)..................................................:4L_<6'8' 1.3 FRAMING CONNECTIONS General compliance vAth framing connections....................(Table 2)._.............................................................. v 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. 1� ConcreteMasonry.......................•--•-••-•---....._.._---•••------•--••------------•---•-•---- 2.2 ANCHORAGE TO FOUNDATION'` 5/8'Anchor Boltscimbedded or 5/8"Proprietary Mechanical Anchors as an altemadve in concrete only Bolt Spacing-general.................:......................:.(Table 4)................................................. -Z+ in. ✓ Bolt Spacing from endfjoint of plate .............................(Fig 5).-_.................................. 67 in.5 6"-12'. ✓ Bolt Embedment-concrete.........................................(Fig 5)......._.._....._._..__....____._..-__..__.___._.1 in.>_7" Bolt Embedment-masonry.........................................(Fig 5)..___:_._._.:...__.._..._..__....___._-_._.. in.>_15' Plate Washer...............................................................(Fig 5).....------•---•--.._.......___._....•.._.....>3"x 3'x%' . 3.1 FLOORS Floor-framing member spans checked...............................(per 780 CMR Chapter 55)............................. Maximum Floor Opening Dimension...............:...................(Fig 6)..........................._.._....._.__..._._.._.._ff 5 12 A, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).............................:......... �J Maximum Floor Joist Setbacks Supporting Loadbeanng Watts or Shearwall................(Fig 7)....................._.............................._ft 5 d -A' Maximum Cantilevered Floor Joists Supporting Loadbeanng Walls•or Shearwatl................(Fig 8)............................._.._.._.___•--...::....._ft 5 d MAI FioorBracingat Endwalls.............................:......................(Fig 9).................................................................. Floor Sheathing Type ........................................................ 780 CMR-Chapter SS)................................... . Floor SheathingThickness .............................................. .. (per 780 CMR Chapter 55 ....................... in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbeanng walls..........:............................................:(Fig 10 and Table 5)........................... ft 510' ✓ ikon-Loadbeanng walls.................................................(Fig 10 and Table 5)...... -.... --._-............ ft520' Wall Stud Spacing ..........................:.............................(Fig 10 and Table 5)................... ,b% in.s 24-o.c. ✓ Wall Story Offsets .....................................................:..(Figs 7&8)............................................ ft s dL 4.2 .EXTERIOR-WALLS' Dod Studs I` Loadbeanng vralls ..............(Table�).....-........ ........... ..2x�- -7 fi to in. _.. ............ _ Non-Loadbeanng walls..............:.................................(Table 5)..............................2x - ft J,�in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).........._.............................................. V WSP•Attic Floor Length.................:.;_............................(Fig 11)__:.......................................... MEft>_W/3 Gypsum Ceiling Length'(if WSP not used).._--..............(Fig 11).............................................!,I-Lv >0.9W ✓ - and 2 x 4 Continuous Lateral Braee @ 6 ft.o.c...(Fig 11).....r.............................................:......... Vib or 1 x 3 cefing furring strips @ 16'spacing min.with 2 x 4 blocking L7r.• 4 fL spacing in end joist`or truss bays V Double Top Plate / j�� A TV.0 Guide ID I-VoodConstructioij iitHjkfr HiiidAreas: 110fitph ff"IndZone Massacliusetts Checklist for Compliance (780 CiA.-I IR 53 01-2.1.1) Loadbearing Wall Connections - Lateral(no.of 16d common nails).......................:........(Tables 7)..................................................... V, Non-Loadbearing Wall Connections I %/ Lateral (no.of 16d common nails)................................(Table ........... ..............................•...... 17- Load Bearing Wall Openings (record largest opening but check all openings for Mnmpfiance to Table 9) HeaderSpans ..................... ...............................(Table 9).................................. ft to-in.5 11, Sill Plate Spans .........................................................(Table 9)................................... ft in.5 11' _JL Full Height Studs (no. of studs)....................................(Table 9)....................................................... 1. V, Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..............................................................(Table 9).................................. q' ft & in.<12, V Sill Plate Spans...................... ------'.............(Table 9).................................. Q ff in.5 12' V Full Height Studs (no. of studs)................ .........I.......I...(Table 9)........................................................ ii Exterior Wall Sheathing to Reiist Uplift and Shear Simubneously4 Minimum Build.ing Dimension,@) 2 Nominal Height of Tallest Opening .......................... ..................................................... SheathingType.............................................(note 4)......................................................14iox Edge Nail Spacing........................................(fable 10 or note 4 if less)._...................__._ in. Rpid Nail Spacing............................................(Table 10)............-'_................................ 1-2 in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathin .(Table 10).....................................................AZ�1�% Sheathing-------------------- 5%Additional Sheathing for WMI with Opening> S'S'(Design Concepts)..........._........ Maximum Building DimensiDnQ Nominal Height of Tallest CipeningZ-------.�.............................................................. <6'B* Sheathing Type..............................................(note 4)....................................................A&ti G1�t( Edge Nail Spacing.........................................(Table I I or note 4 if less)......................... I in. FieldNail'Spacing........................................(Table 11)...... .........%............................... in. _V Shear Connection(no.of 16d common nails)(fable 11).....................I——........................... V Percent Full-Height Sheathing........................(Table 11).................................................. 5%,Additional Sheathing for Wall with-Opening> 6'8'(Design Concepts)..................... Wai!Cladding Ratedfor Wind Speed?.......................... .................................. ................................................................ 5.1 ROOFS Roof• ft-aming members checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19)............. 10 4 ft5 smaller of 2'or L/3 Truss or Rafter ConnectlDrig at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=36+p if V, Later6l.............................................(Table 12)..... ......................................L=--A*Pff V Shear.............................:-_--------------(Table 12)....__b................o..............S--_jLV--pff V Ridge Strap Connections;if collar lies not used per page 21... (Table 13)...............................T=__(a plf V Gable Rake DUUODker..........................................(Figure 20) ............. Cy It<smaller of 2'or L/2 ;;r Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................................_......(Table 14)............ ...............................U= lb. Lateral(no.of 16d common nails)...(Table 14).........:.............................L lb. JOA- Roof Sheathing Type...............................................:....(per 780 CMR Chapters 56 and 59) Roof Sheathing Thickness............................ ....... *..........................................5A in.2:7/16 VVSP Roof Sheathing Fastening............................................(Table 2)......................................._......_..........&,&;Kjo Notes. -1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 78D CMR-53012.1.1 Item 1. If the checklist is met in its entirety then the.fbIlowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e.- Comer Stud Hold Downs per Figure I Ba and Figure I 8b 2, Exception:Opening heights of up io 8 ft.shall be permitted when S% is added to the percent l'uff-height sheathing requirements shown in Tables 10 and T1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grzide. r C_,fTKEroy� . s . f HARNSTAHLE, •9 - '""� Town of Barnstable i6yq- ��� Regulatory Services Thomas F. Geiler, Director k Building Division Thomas Perry, CBO Building,Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax, 508-790-6230 Property Owner Must r Y Complete and Sign This Section i .. If Using A Builder ff �� as Owner of the,subproperty l s�,� � ect�s� � 1 r herebyauthorize to act on my behalf, I in all matters relative to work authorized by this building permit application for: (Address of Job) ti M Sign e of Owner Date Print Name V F. -'If Property Owner applying forpe3rmit,ptease comp le the Homeowners License Lxemption•Form on•the a' reverse side: a C:\Users\decollik\A"ppData\Locaf\Microsoft\Windows\Temporary Intemct Files\Content.oudooklDDV87AAZ\EXPR-ESS.doc - Rev sed 072110 ` iJ f; Town of Barnstabrie THE 7ty- P`. Regulatory Services Thomas F..Geiler, Director awxxsr"LF _ p� MAS& Building Division RFD Tom Perry.,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town:barnstable:ma.us Office: 508-862*-A- 038 Fax: 508-790-6230 �k HOMEOWNER LICENSE EXEMPTION Please Print 1 DATE: 106 LOCATION number street village "HOMEOWNER": s name home pf;one# work phone# CURRENT MAILING ADDRESS:' city/town ' 1 state' zip code The current exemption for"homeowners"was extended td include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for h who'does not possess.a license, provided that the owner acts as supervisor. DEFINITION GiNOMEOWNER Person(s)who.owns a parcel of land on which he/she resides bar intends to reside, on which there is,or is intended to 1 , r detached structures accesso to such use and/or farm structures. A be a one or two-family dwelling, attachedo ry. Y g person who constructs more than one home in a two-yeaF period squall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a Farm accep\table to the Building Official, that he/she shall tie responsible for all such work performed under the buildiD6 permit,('Section 109.1.:1) The undersigned"homeowner"assumes responsibility for comphance 'ith the State Building Code and other applicable codes,bylaws,rules and regulations.. p l The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply.witlrsaid procedures and requirements. 4 i a . Signature of Homeowner - i 1{ Approval of Building Official ` i - Note: Three-family dwellings containing 35,000.chbic feet or larger will be required to comply with the State Building Code Section 127..0 Construction Control. It HOMEOWNER'S!XEMPTION` e Code states that "Any homeowner performing work for whij a building permit is required shall be exempt from the provisions Th of this section(Section 109.1.1 -Licensing-of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they a"c assuming the responsibilities of a supervisor(see Appendix Q Rules&Regulations for Licensing Construction Supervisors,Section 2.)5) Th�s lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a nlcensed�4 , Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibiliti ls,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomrlcertification for use in your community. Q:forms:homeexempt ,, ��. �� i '� ,1 P. O. Box 720 97 Loomis Lane Centerville, MA 02632-0720 May 19, 2011 Mr. Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Proposed garage, 97 Loomis Lane, Centerville Dear Mr. Perry: Thank you for meeting with me Tuesday regarding the rebuilding of my garage: I understand from your interpretation of zoning sections 240-92 and 240-93 that you are unable to grant me the 20.5 ft. front setback which I had requested in order to save the large holly tree. As you suggested, I„now plan to rebuild in the existing location, where, you explained that the setbacks to my existing garage are grandfathered. Before I redraw the plans, I want to be clear on the understanding that I will be allowed to lengthen the footprint of the existing garage by 3 ft. toward the East. The garage will be turned slightly in order to conform to the existing front setback. I also understand that the West wail, being less than 5 ft. from the property line, will have to be fireproof and have no windows. If any of the above understandings are incorrect, please contact me: I have enclosed a copy of the drawing we reviewed together. Yours truly, .. _ "Ail 4 / s -� ,.g ;' Larry S. Gordon 508-.790-1246 Lcgord@comcast.net , A n:Town of Barnstable Building Dept _ . RE: 97 Loomis,Lane, Centerville This project has already Y been granted a foundation Permit for the neN, garage. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 2. Parcel ® � ``Application # o k.®� Health Division Date Issued Conservation-Division V — Application Fee Planning Dept._ % Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation /Hyannis Project-Street—t Address.—_ �20M I,i W ilel Owner=_,"ff(4_ 6j. Address Lobiw'9ih 46mr-wvGAle, 92(a,*9 Jolep-.hone--- 5NO 0 jt4j� Permit Request* 14 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new . Zoning District Flood Plain Groundwater Overlay P_roject`Valuation: �®0� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area.(sq.ft)_,1 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing _. _new _First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/.,coal stove'❑YV ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: O''existing i rnew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:.':R ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION -(BUILDER- Name rrd G, 6t�PIA ,% Telephone Number Addr-es 1 �'DD�14 t ;5tjj& License #,, �~s ,. Lei-�/y► P✓a V* 01-1f'©l7/ _ Home Improvement Contractor# V Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE '°— "`-DATE,_!�If f FOR OFFICIAL USE ONLY y ;, r' APPLICATION# I DATE ISSUED t - MAP/PARCEL NO. EI i r 'r ADDRESS VILLAGE OWNER h DATE OF INSPECTION: _ FOUNDATION;! FRAME ' INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'd I DATE CLOSED OUT I ASSOCIATION PLAN NO. is _ NOTE.Dimensions are to FACE of framing or to CENTER of walls, doors,windows.. DOOR SCHEDULE 6„ DOOR# DOOR 51ZE DOOR TYPE I 132x7bxl3/4"R.ti. Therma-Tru 9-lite(car 250 allowance 2 9'x 7'overhead door (car 2000 allowance-matl. �-instal. WINDOW SCHEDULE WIND. # WINDOW UNIT R.O. REMARKS 1 2442 double-hung 30 x 53 1/2" 1larvey Industr. Vicon I grids betWn glass 2 243 10 double-Nun 30 x 49 I/2" Harvey Industr. Vicon w/ I? g rids betw'n lass ''• - - b r o 11— O NOTES: l I ). SIDING: Cedar shingles to be R*R clear Eastern white cedar mstalled at 5"T/W. (Owner will N GARAGE I O supply 5 bundles). Lap siding on west end to be 6 a"Hardiplsnk Cedarmdl installed 5"T/W. (concrete slab) DECK I o 2). ELECTRICAL: Install 2 damp-proof recesed fights in front canopy,and one in porch ceding. Install I porcelain clg. light. Install 1 GPI outlet(inside garage). Wire overhead door operator. v I - 9'x7'overhead door 2 ————————————— v�C�X1 G Fni (sloped concrete apron) <¢s o a► a o NO.3063a wI. m� BOSTON, �b. �o MASS. _ I/ N.1 9yo�6C 3 LARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REV.: DATE: s�—ip Centerville, MA 02G32 508-790-1 246 97 Loomis Lane, Centerville, MA GARAGE PLAN / SCHED. safe: SCALE: /� �s a5phalt 5hingle roof V 12 I x8 4� I x3 Azek to match exist. house 7� rake bds,typ. - cedar 5hmcgle5,typ. I x8 Azek fa5aa bd. 12 i x8 Azek frieze bd. �4 &22 IEI x5 Azek trim Azek trim,typ. I x5 Azek trim,typ. "T cedar shm ley 5 /W 9 - HTTU pp �` ------ IxB Azek trim ——————— 21'-O" I I E I I I7'-G° I L 4-_p I I -------------------=----J COL------------------ �` t L-------------------------- —————————————————————- SOUTH ELEVATION EA5T- ELEVATION �EFED q ^, S.Go P ;Q3 JZa� " j o NO.30638 BOSTON, "► a M S J�= LARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REv.: DATE: 6-10-1 1 Centerville, MA 02G32 505-700-1 24G 97 Loomis Lane, Centerville, MA GARAGE ELEVATIONS rev. date: SCAM: A'2 ,r } I x8 Hardltrlm rake bd. asphalt shingle roof 12 n to match ex15t. house �7 Azek rake bd.s 12 4�— 22" ------------ G 4'Hardlplank lap siding FM ———— over Z"CDX 8"Flrecode GW[3 I x5 Azek trim,typ. / I xG hardltrlm 5"TlW cedar I xG Fiardltrlm' ' 2FFH Oshmcgle5,typ. T-G" I I I 1 7 6" I I I I I ------------.------- =— `r n -------- --J L--_-1-1------------L'J---------J - NORTH ELEVATION oGocyT. WEST ELEVATION' y 'q cc� s r;c.soesa ' ;os-rAS J s cPe C Cl LARRY GORDON ARCHITECTURAL DE51GN Gordon Residence REV.: °A-' 6-10-1 1 Centerville, MA 02G32 50(5-790-1 246 97 Loomis Lane, Centerville, MA GARAGE ELEVATIONS rev. date: SCALE: ��� 1 4 r cont. ridge vent Y wd. roof trusses @24"O.C. 12 7 B"Zip plywd. sheathing, asphalt roof shingles,typ. 12 2x4 @ I G"joists 2-2x4 top plate typ. T4 z x 6 Azek bead. clg. I x8 Azek fascia bd. 2xG @ I G"rafters w/solid wood_backer 2-2x 10 bm. 2-2x8 header I x8 Azek fasca bd, w/solid backer I x8 Azek soffit w/bee vent I x8 Azek soffit w/bee vent . I x8 Azek frieze bd. - Azek trim, typ. Harvey Industr. Vicon t 2442 D.H. window m Azek trimmed column u :@ (appr. 5-2 5z') 2x4 @ I G"wall,z"plywd. sheath., Tyvek, 5"T/W cedar shingles, typ. P.T. 2x4 sdl Fin. Mr. I xG-Azek declang 8"anchor bolt w/3"xa" r EL. 45.5 P.T. 2x6 @ fG:'joists washer @ 24"O.C.,typ. 1 3-P.T. 2x8 bin. — — Azek 1 x8 trim l75 i 1 — — ------ -- I Sim son= ABU44 connector p 8"poured cons. frost wall,tYP• 5"conc. slab ---= D 1II :q It I �4 � S.G\ijg2 1 T-G" I 12"dia. 50notube` I Gx8 conc. footing,typ. I Il SO>70N,111 9 LARRY GORDON ARCHITECTURAL PESiGN Gordon Residence REV.: DATE: 6-1 0-11 Centerville, MA 02G32 506-790-1 24G 97 Lomis Lane, Centerville, MA GARAGE CROSS SECTION rev. date: SCALE: �'� f mfcgr'd. wood truss } 5imp5on 5T 16 strap, 24" O.C. 2-2x4 top plate, typ. i 51mp5on HR54 I GZ strap 1 1 nl full-lenq3th 3 2"x 1 11 4" paralam I I f—I I (mside out), typ. 4-2x4 king studs ea. side, typ. 2x4 @ I G", typ. ,n 9'-0" clr. 4'-3„ P.T. 2x4 plate, typ. Simpson HDU4-5D52.5 hold-down, typ. 5" conc. slab (plus at other corners of garage) 8" conc. frost wall, typ. w;.���q ---------------- Gp Sid v — 4'-0 9'-G" M.O. 4'-0" 13P 9 02 e N0.30 38 0>► I 17-0- 1 B0STON, a p MASS. a 2 n a l �F ®e GARAGE FRONT WALL FRAMING ELEVATION G LARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REV.: DATE: 6-10-1 • ��rev. date: SCALE: Centerville, MA 02G32 508-790-1 246 97 Loomis Lane, Centerville, MA . i 2'�=�'_0° 2x4 @ 48"wind bracing,typ. 17'-G" ———————————— Ir---=----------------- I 5/8"ZIP plywd:5heathmg;typ. I I - I I . (2) 2x4 top plate, typ. 8"pour. conc. fr05t wall,typ. I I 51Mp5on H I OA hurricane I I I tie ea. truss,typ. 8x I G pour. cons. I footing, typ. I `I I 2xG @ 1 G"porch rafters I I O (overframe onto garage roof) I I I I I o wood truss 24"O.C.,typ: J top plate 2-2x 10 bm. Q 12 trU55e5 q I I `5"conc. slab w/Gx6 6 WWM I I LI N N — I 1 I ridge line I frost wall below slab I I I I ------ ———— ————————————————-- 77� 4'-0" 9'-G"M.O. 4'-O" 2xG rafters @ front canopy rG� iv " Flo NC.30ft3g r?� FOUNDATION PLAN ROOF FRAMING PLAN 1.9 0 MSS a®® Gordon Residence DATE: LARRY GORDON ARCf11TECTURAL DESIGN aEv.: 6-10-1 1 Ss2 Centerville, MA 02632 508-790-1 24G 97 Loomis Lane, Centerville, MA FOUNDATION / FRAMING rev. date: SCALE: 1 4"=1'-011 Job FT1GE Truss Type Qty Ply Gordon Res 11 U41623B GABLE 2 1 Job Reference(optional) UFP Belchertown,LLC,Plant 221 7,250 s%Jan 10 2011 MiTek Industries,Inc. Mon Aug 29 13:44:25 2011 Page 1 I D:R N bC56sJO5dCPemxh9HoLjzR4bv-e_Iz9llpVaZBOFvOMEsHVzPmLTcj7u6MZ9o4zgyj_Q4 5-1-5 9-9-0 14-4-11 19-6-0 5-1-5 4-7-11 4-7-11 5-1-5 4x6= Scale=1:38.6 3 7.00 F12 2 4 T T 3x6 I x6 11 T T 3 TST0 1 1 L 5 to 3x6 3x6 I I to 2. Iv IN k 0 4x4= 4x12 I I 6 4x4= 4x12 II 5x8= � 9-9-0 18-6-0 19-6-0, 1-0-0 8-9-0 B-9-0 1-0-0 Plate Offsets(X Y): [1:0-0-13 Edge) [1:0-0-4 Edge) [5:0-0-4 Edge) [5:0-0-13 Edge) 6:0-4-0 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.16 1-6 >999 240 MT20 197/144 (Roof Snow=35.0)0.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.42 .1-6 >546 180 BCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Wnd(LQ 0.11 1-6 >999 360 Weight:103lb FT=4% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-10-10 oc bracing. WEBS 2 X 4 SPF Stud or SPF No.2 OTHERS 2 X 4 SPF Stud or SPF No.2 WEDGE Left:2 X 12 SYP No.2,Right:2 X 12 SYP No.2 REACTIONS (Ib/size) 1=1056/0-3-8 (min.0-1-11),5=1056/0-3-8 (min.0-1-11) 1 Max Horzl=-302(LC4) c3�„.;f ,�;. Max Upliftl=-320(LC 6),5=-320(LC 7) sew FORCES (Ib)-Max,Comp./Max.Ten.-All forces'250(Ib)or less except when shown. TOP CHORD 1-2=-1621/960,2-3=-1213/765,34=1213/765,4-5=1621/960 ;1 BOT CHORD 1-6=-694/1328,5-6=-694/1328 WEBS 2-6=-444/473,3-6=-415/698,4-6=-444/473 NOTES »» z M 1 Wind:ASCE 7-05;120m h'TCDL=5.0 sf'BCDL=5.0 sf'h=24ft' at.11;Ex D enclosed'MWFRS low-rise and C- Exterior(2)zone cantilever left and P P P P (low-rise) O Klr4 night exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 --y 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL ASCE 7-05:Pf=35.0 psf(flat roof snow);Category II;Exp D;Partially Exp.;Ct=1 4)This truss has been checked for uniform snow load only,except as noted. Cw7 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard S� JHN f;'. U- Pr � ^rt 00-FCIS1PEtEO G, This u he:Ihi c sent per ANSI/1'PI yuality rcqunreme ns.Plates shall lx of size and type shown and cc lc ed a joinis unless otherwise noted This design is Nnscd upon parmicter..hown,-,aid is for n i nd v dle I -- bodding compunem o t,installed and loaded vertically.Applicabilayof design parameters and proper inr n; mion of component is responsibility ol'Ihe Building Dc igneC building Designer boll verily ill design ink n n n u n d e.hcci.lnr'onfoinnance wWt conditions and requirements of do specific building mid gt w,c t u code,send ordinances Bwlding Da.�ncr acccptt responubil ry lot the cancuncsa rn,iauricy of dh l"igo - inllnn nmiuu:u it"my rchuc w a specific building.Certification is valid only when uuss is f ibri.ted by a UP coinpmry. Bracing shown is for lateral suppun of truss members only and d-not replace erection and - Ixnrennn brazing.Rcicr m Building Component Safety Information(BCSI)for general guidance regarding stn ago,delivery,erasion and bracing:mailable from SBCA and Truss Plate Institute. _ _ Job Truss Truss Type Qty Ply Gordon Res 11O41623B T1 COMMON 10 1 Job Reference(optional) UFP Belchertown,LLC,Plant 221 - 7.250 s Jan 10 2011 MiTek Industries,Inc. Mon Aug 29 13:44:24 2011 Page 1 ID:R NbC56sJO5dCPemxh9HoLjzR4bv-AnkbyQHBIGR KP5KBoXL2zmsbb3H UORsDKV2XROyj_Q5 5-1-5 9-9-0 14-4-11 _ 19-6-0 5-1-5 4-7-11 4-7-11 5-1-5 4x6= Scale=1:38.6 3 7.00 12 2x4-Z�, 2x4 2 4 3 ' 1 1 5 N 1E12 Ia 0 6 4x4= 4x12 11 6 4x4= 4x12 II 5x8 9-9-0 18-6-0 19 6-0 1-0-0 8-9-0 8-9-0 1-0-0 Plate Offsets X,Y: 1:0-0-13 Ed e 1:0-0-4 Ede 5:0-0-4 Ede 5:0-0-13 Ed e 6:0-4-0 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC. 0.98 Vert(LL) -0.16 1-6 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.42 1-6 >546 180 BCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC20091TPI2007 (Matrix) Wind(ILL) 0.11. 1-6 >999 360 Weight:82 lb FT=4% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-10-10 oc bracing. WEBS 2 X 4 SPF Stud or SPF Not WEDGE Left:2 X 12 SYP No.2,Right:2 X 12 SYP No.2 REACTIONS (lb/size) 1=1056/0-3-8 (min.al-11),5=1056/0-3�8 (min.0-1-11) Max Horz 1=-302(LC 4) Max Upliftl=-320(LC 6),5=-320(LC 7) FORCES (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1621/960,2-3=-1213/765,3-4=-1213/765,4-5==1621/960 BOT CHORD 1-6=-694/1328,5-6=-694/1328 WEBS 2-6=-444/473,3-6=-415/698,4-6=-444/473 NOTES 1)Wind:ASCE 7-05;120mph;TCDL=5.Opsf,BCDL=S.Opsf;h=24ft;Cal.II;Exp D;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=.1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=35.0 psf(Flat roof snow);Category 11;Exp D;Partially Exp.;Ct=1 3)This truss has been checked for uniform snow load only,except as noted. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF %1, yr SG f 1- No.43029 A 0 �O FCtcTE92� This truss is in Ix Inbi-caad per ANSIlrPI quality reyuvements.Plates shall be of size and type show,a ul ante,ed n punt unless odtei cane uned 'fh s des gn.based upon paimuctur vhnw t,and i,for n drvldunl building cn nponent to be nslallel unl loaded vert catty Applicability of design parameten and proper n vqunca,b,nI cotnpanent is re st on:bit iy of the Bu Iding Des gner Building Designer shall crity all design nlor nation on this.,beet Iur to li nn u ance with conditions and requetrents of the specific building and gov 2 axles and ordince ans Bit[dingDesigner accepts re.slionsibi I ity for the correct (ir accui.icy of the design Ink nation a,itniay rel:uc'"a a specific building.Certification is valid only when truss is fabricated bye UI'P company.Bracing shown is for lateral support of truss mcmb-only a td does riot rep a crecnon:rod permanent bracing.Refeno Building Component Safety Information(SCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truf s Plate Institute, - _ _ TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 231 019 GEOBASE ID 14380 ADDRESS 97 LOOMIS LANE .,PHONE i -CENT-ERVILLE LOT 5 BLOCK LOT SIZE ` DBA DEVELOPMENT DISTRICT CO PERMIT 69009 DESCRIPTION SIN FAM HOME #63791 #f PERMIT TI9kE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department'of �? ARCHITECTS: Regulatory Services TOTAL FEES: is BOND $.00 CONSTRUCTION COSTS $.00 f: 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE fIR BAMsrAs , MASS. G FD Mp1 A BUI ISION BY DATE ISSUED . 05/27/2003 EXPIRATION DATE G Au1�; 'a TOWN OF BARNSTABLE BUILDING PERMIT y PARCEI ID 231 019 GE BASE ID 14380 s ADDRESS 97 LOOMIS LANE t' PHONE CENTERVILLE LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 63791 DESCRIPTION DEMO COTTAGE/REBUILD SINGLE FAM 'it 3 BDRM PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: NICKULAS BUILDING CO. Department of ARCHITECTS: Regulatory Services TOTAL—F,EES: $799. 18 ` BOND ``" ( $.00 CONSTRUCTION COSTS $212,640.00' , Q� 101 SINGLE FAM HOME DETACHED 1 PRIVATE .: c $aBN3TABLE, - 163 ` B.UILDIN D'I ISIOir BY ✓'� DATE ISSUED 09 17r/200 EXPIRATION DATE " , . . : QF,BAhNgTAB E ` PARCELS' ID`V 281 019 G90BASF ID✓ 4438© I ADDRESS -9'( LOOMZ LANE •CENTERYLLE ' ZIP k 1 LdT 5 > y BLOCK LOT .SIDE A ' DBA ° , DEVELOPMENTr ;DL•ST CT „t PERMIT r637911 DESCRIPTI6 DEmo COTTAGEjR;EBUILb SINGrLE AWi BDRNI I PERMIT TYPE BUILD ' TITLE NEW" RESIDENTIAL BLDG. PMT ;`�. 4 0ONTRACTORS. - NI0fXULAS BUILDING :CO ` ,D partment of � tC'ITECTS. R ulator. Services" g Y 'TOTAL. FEES $799..18, . „ BOND $.00 .i CONSTRUCTIO COSTS '$21.2,640.00W � 4� II r 1;01 SINGLE:' �+AM HOME DETACHED 1: PR�XtATE�,; �1�►s>I� *, `. : BUILDIN 'VISIO I?AT ISSUE o0 7/200 EXPI RAT I ON rDATE THIS,PERMITCONVEYS.NO-RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR.PERMANENTLY EN- NOT SPECIFICALLY CROACHMENTS ON PUBLIC.PROPERTY, PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY,THE JURISDICTION.STREET;OR IACLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OFTHIS , 'T.ERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION.RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED F,,OR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED.ON JOB AND 1:FOUNDATIQNS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE PERMITS ARE. REQUIRED 2.PRIOR TO;COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- •�`""(READYrTOI,LATH). _ FANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND''MECH 3.'INSULATION."' OCCUPIED UNTIE FINAL INSPECTION ANICAL INSTALLATIONS. HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTIO14 APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS. ry �r ++A t 2.N �.. �le�J4, �cc �v4V�1'v� 2 //�CtrV(�o� 2 P Iv�S 9 C40C_C��lv 3• 1 HE ING INSPECTION APPROVALS ENGINE ING•DEPARTMENT / dK 2^u�. 2 BOAR OF H ALTH R. SITE PLAN REVIEW APPROVAL EVA K SHALL NOT PROCEED UNTIL PER WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVED STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE-ARRANGED FOR BYl, OUS STAGES OF CONSTRUC MONTHS THE-PERMIT IS ISSUED AS TELEPHONE ORINRITTENNOTIFICA . NOTED ABOVE. TION. 1. �� ' { C r- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ( ] Map Parcel n ` r ,� BPLTMit# I l t B > Health Division ! �2- 2-�Z"`'�� Date Issued Conservation Division � � �, �� `}�' 'Application Fee Tax Collector t9 �� � !/ ����' Aby Q10L4 Permit Fee_ _ "tea Treasurer r_ Flo kSIOf �`' 9* ®('9 SE YST MUST B _ INTLED IN COMPNCPlanning Dept. ! IT TTE S . Date Definitive Plan Approved by Planning Board �S� ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGUL no 73 Project Street Address 7 Z Village Owner /'/1/ �Or � Address Telephone 7— Permit Request / r r/,C-t1" Co- 112 Square feet: 1st floor: existing proposed fZ 2nd floor: existing proposed Total new Zoning District Flood Plain Cs C Groundwater Overlay /11 G Project Valuation �� Q/ O U G Construction Type kJUQ' cf Lot Size �� Grandfathered: kYes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Cl Multi-Family(#units) Age of Existt§Stru'cture Historic House: ❑Yes X No On Old King's Highway: ❑Yes ❑No m Basement The: Full f Crawl Cl Walkout ❑Other Basement FFnishea�rea(sq.�tc)� Basement Unfinished Area(sq.ft) Number of Baths: Full: ezrsting new Half:existing new LI J -m Number of Bedroos: existing new Total Room Count`(rot including baths): existing new First Floor Room Count Heat Type and Fuel:�(Gas ❑Oil ❑Electric ❑Other Central Air:�es ❑No- Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garagexisting ❑new size Pool:❑existing ❑new size /Vo Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization Appeal# ��� ,�. / / Recorded Commercial ❑Yes ❑) If yes,site plan review# — -Current-Use Proposed Use n �— / BUILDER INFORMATION Name _e a Telephone Number z-, C Address Q License# - C� f! G Home Improvement Contractor# V Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. ' DATE'ISSUED MAP/PARCEL NO. i f f / j 1 `1 /u r'� 1 r• / 1 'i ' ADDRESS' /' / ' %� VILLAGE - f OWNER- DATE OF INSPECTION: FOUNDATION,'" b -z FRAME •f se- INSULATION,- K FIREPLACE -� r ELECTRICAL:, -ROUGH FINAL PLUMBING: a ROUGH FINAL GAS: ROUGH to FINAL ' IV' FINAL BUILDINGswZZ= DATE CLOSED OUT-- • x . i J ASSO@IATION PLAN NO:' E r The Town of Barnstable t. De p artment of Health. Safety and Environmental:Services . v� 'i639.M `00 Building Division . prEOP'� /`367 Ma&,Street, Hyannis,MA 02601 J �r I 1 Office: 508-862-4038 Fax: 508-790-6230 r , PLAN REVIEW Owner: 4rz gy 6,0/e I> GN Map/Pare[py'l: _�.-� 3/ /o/. Project Address: 97 J_pow S �,i.y'.�i��,�?�rr. Builder:µ--LW1Trz V /C/c Mu The following items were noted on reviewing: . ivi2 la �f5 .�cF �F /p`v �ID it AV /ICiZ T P"g-6 ,/rr ..-F 0 i �4 W 7— We-S 7-4-1 0 4 r ' `+/ i�a`I L..L�I�'��,` !��"2.,G�G•"f"� Il J.1 '�V'�J/U. �. I/ /c-/'"/,///•r^' E3''G. �/- !/"".W^iG�/� I �Z.��'� 7"Ic(5 iry p i5,46c aoere 5 131=TwE6:.A 97""- -5 7) /��//l7ill/ � //� F1�7�/�(G Reviewed by: ell . Date: q:buiI ding:forms:review RESIDENTIAL BUILDING PERNIIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORK,SHEET NEW LIVING SPACE l �v(s x.0031= square feet x$96/sq.foot= plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft� >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 ' >150 sf- 1000 sf •75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$961sq.foot= x.0031= STAND ALONE PERMITS / Open Porch 7�- ,x$30.00= (number) Deck _x$30.00= 60 (number) Fireplace/Chimney �+ x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 'F Relocation/Moving $150.00 (plus above if applicable) permit Fee projcost The Commonwealth of Massachusetts — '` Department of Industrial Accidents INC _= — fffeg of/JJY18S/gatfnns _ 600.Washington Street Boston,Mass. 02111 '3 Workers' Com ensation Insurance Affidavit MINES name: �- of location rim atone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one workiu%%m* ca acity %% %/%%%%%%O%%%%%/�/�%�/�//////////%/%O////%/ arc em to r rovidin workers' compensation for my employees w rld on this job. aom'an .name.:. , "`a�°'' I' t ;.. . ;:,::.::::::;:.;:.:::;: aelifress hone# n5111•anee co:< . ,.� I am a sole propri ,general contrac ,or homeowner(circle one)and have hired the contractors listed below who hav - orkers' compensation olices: the following mP...............:.::P ..:....::....::.::... ........ ... ...... <:;;>::.•:.;::>:.;:.::>::;;:::>::>::::>:::«:>:::ati::::>:<:::>::»�<:::»:«3 rim an.::.n _ a •h<:w:.vn.:w:.•.v:•. »' e M. ! ?; } :j;::?{:;:;`:%i;:;:isjy'::!{<;:{yi:;.;{i$:ifiitif}i:•i:�:;: .;;::............ 1io .....::... ::........ .............. A—x �.:: ::::' ::i:':: ::::...•::6;;:::.::: '!':,ii:?:..{i:{c iy;;;{'i:•.. '. ;i:ii::::i:;:j;:;i:;ri:{ti: I ' sine......... .. .... X. w. »«:`> adetress. :.:.... ifeh ..::::.......... ....:::::....... ..........................................:...... .................................................:::::::: �►,/+; ftlure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a Sue up to S1,500 00 md/or one yeah'imprisonment as weft as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under th Arius and penalties of pe&q that the information provided above is true and correct .. Date Z. Signature 2- Print name Phone# 76 � 7 official use only do not write in this area to be completed by city or town official permittlicense# ❑Bufiding Department city or town• ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office < QHealth Department contact person: —- phone#; ❑Other. acyned 9/95 P7A) f f. Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. 1 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 section 25 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 g in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 in the workers' compensation affidavit completely;by checking the box that applies to your situation and supplying company names,.address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a-space at the bottom of the affidavit foi 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 pe j��rtnit/license number which will be used as a reference number. The affidavits may be retuned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a Co. 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 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 BOARD OF BUILDING REOUJLXX OK S x : a License; CONSTRUCTION,SU0RUISOR r Numb`ee�CSC 0©2265 ; ` Bi lh�date 01/18/1955 M Exptr�s,01718/200.4 Tr.no 12P77m1F I Restncfec� II LARRY D NICKUL S ! �/ w............ PO BOX 57.0 tiV11 BARNSTABLE, MAx'©2668' Administrator 6 Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR' Registration':1;00496. Expiration :6/18/2004 r TYpe -Individual =,1 LARRY NICKULAS Larry Nickulas 125 LAKEVIEW DR`- CENTERVILLE,MA 02632 z� Administrator . I NI:R(;1' C'ONSI:ItVA I'ION APPLICATION 1:0R,\1 I:OR LOW-RISE R1 SIDL:NT1AL NFW CONSTRUCTION altd ADDITIONS' 730 Cti1R ,_\ppeltdix J (ellective 3/1/98) Applicant Narne: 1. /'�. 4�emt;& Site Address: Applicant Address: --- -------- --- CIi�iTown: - --- -- ---- --- Use Group: Date ol'Application: Applicant Phone: ,applicant Signature: Compliance Path (check one): ❑ Prescriptive Package (Limited to I- or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table 15.2.1b): Heating Degree Days (I-IDD,5) from Table 15.2.Ia: (For items d. through i., fill in all values that apply from Table 15 2.1 b:) a. Gross Wall Area -sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b _a) % h.. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Ileating AFUE (� Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone (from Figure 16.2.2) g Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off lVorksheet from Appendix J, [and 11VAC Trade-Off if applicable) ❑ MAScheck Software Attach Compliance Report and hrspection Checklist printouts. [] Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis kLTERNATIVE,FOR ADDITIONS ONLY: a. Gross Wall + Ceiling Area sq.ft. b. Glazing Area' sq.ft. c. Glazing %000 x b_a) % ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table 11.1.2.3.1 below: titAXltitl 1.1 U-value i11NIMUM R-Values Fenestration Ceiling Wall FloorI Basement Nall Slab n6,39 jR-37 R-13.1 IR-19 R-10 .R-10, ❑ "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach "Consumer Information Form" from 780 C,v[R Appendix B. Official's Name: Official's Signature: Application Approved Denied Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) rilating Area may be either Rough ripening or t;na ( irnen%iuns 180 CMR Appendix J Manual Trade-Off Worksheet Permit# Builder Name Date L Builder Address Checked By Site Address L©oP,,-h i 4_Pw►Q Zone 5412 ❑13 ❑14 Submitted By Phone Date • - • • • •UIRE Ceilings, Skylights, and Floors Over Outside Air Required Insulation x Net U-Value Description R-Value U-Value Area = UA (fable 6.2.2h) x Area = UA Ceiling - 0 d °1 —� , ®2 { 1y 140 I6lo able J6.2.2a F` (f ) Floor Over Outside Air I fl? (Table J6.2.2a) li I i P• ft o I � Total Area t�2 ftz Walls, Windows, and Doors Insulation x Net Required Description R-Value U-Value Area = UA U-Value x Area = UA (Taus I R_y� o ®�(p is*f' —' ��2 0rl�(Table J6.2.2b,c,d) r Windows — ftz tt (NFRC or Table J1.5.3a) I i�" 44f --------- Doors — // ftz (NFRC or Table J1.5.3b) I �'r� 7� —' M0 Sliding Glass Doors — ft, (NFRC or Table J1.5.3a) —� ftz I ft Total Area rLsJ ft2 Floors and Foundations Insulation Insulation x Area or Required Description Depth R-Value U-Value Perimeter =UA U-Value x Area =UA Floor Over Unconditioned (Table n ftz Space J6.2.2e) �D 1100 1.14-4 °jj ah O� tf-o4 GD�Zfl Basement Wall (Table ft" J6.2.2f) Unheated Slab I ft: (Table J6.2.2g) in. - Heated Slab ft (fable J6.2.2g) in. i ftZ I ft2l II Total Proposed UA must be less :.Total `Total than or equal to Total(or Adjusted)Required UA Proposed UA �Dl�� OR Required UA �r l� Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, specifications, Adjusted Required UA and other calculations submitted with the permit application. - - " Buildebesigner Comp Ay Name date jj ` P`oFINE�° The Town of-Barnstable BAR ASS. E.Q Department of Health Safety and Environmental Services 9 MASS. � - - 039. MP'�p _ Building Division - 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ),�rY. n. Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: t�tJY"r t � ✓ i n C''11 I v1 1 �.0 C , ^finU � Cd� Please call: 508-862-4038 for re-inspection. Inspected by �1 ( Q ,+, Date 'S A `G: I --- ---- ---- --- ---tea ---- -- -- - - ----- _ i I F O�o.X3D WH•ft vJN`('L .-WIN GOW(17Du9, SMOKE DETE&ORS O.K. - ?RNTAeI BUILDING DEFT, F' 7777 BASEMENT FLOOR PLAN I u c: '/a"=1'-0" March 30 2002 1 Gordon Residence - - - A� i 97 Loomis Lane Centerville, MA 02632 I l8!-G11 No TE' PLAN alf'Vt loh� ttK_. ,' I 13 y _ _►pl.N.ING C7) Gk To-I'F��_cT -31-Np.. A WALL-W/GRr vs I " tz f � . r�hi11L Ih° 3�" -7LI1 IQ -° III-GII 1/1° M M � ---- L1 = 0 I HAL- 4 - wow a ulI FIRST FLOOR PLAN sc• '/4"=1' 0" March 30 2002 I —— Gordon Residence i_ =1 A.2 97 Loomis Lane Centerville, MA 02632 a . snR-7qn-i?4F To r-Ae,5 OF 6-MV 'I LIB// I • �� � - F i.�l1=."`.._.z�c°_'ll_a a - .. I IL- _th WALLN/ZRAr-*MLGb• —a a7 - _ W _ n .ua+::.. c11-I1� Y -_. _�1-'II 2�G'lin :�il'IV-1 \. -- - -- I C i _I L x 2'll_fon w .. •. SECOND FLOOR PLAN sc: 1/4"=V-0" March 30 2002 � k — - Go don Residen� 97rLoomis Lanece Centerville, MA 02632 YMA6 PH.-fHIN— poor,-yp 12 ' (GAF "rir-IP�>%Rf.ltvE) .FKi6z� poAlcv,'(YP HJ F-1p INdow I j =C��'�"�'w�rv,� '- i `� i ' _ —/�7�rGa tia�1.•M _.:.._ // �-7r.T-, XBy7z3) I I I' I 1I- SOUTH .ELEVATION — SC: /a"=1'-0" March 30 2002 _ Gordon Residence do - 97 Loomis Lane Centerville, MA 02632 - 508-790-1246 .P�• WOOn RAI<I,-fYP.(1Y0'(x3) • _ .R.¢TO .5zv-If 51<.YI.LGHT,.'fYP , `\ , i i I � �,e+,h�Mr(�T WIN17,TfP•. I � I i ' Ti✓tFTT�A�9.NIL. � . i . 1 - fc...: a _. �-- � f - .�:�29"NBIb•FOot FooTWS��`�('' EAST ELEVATION • , ' - sc: 1/a"=1'-0" March 30 2002 Gordon Residence 5 A— 97 Loomis Lane Centerville, MA 02632 508-79071246 -— r 7 _wE6t3 HPHR�:Z-1._�Y,c,L-ONveR ec,wGOD I"A�,-r`(F. 0x0,I)(,*) . . -�Ji��=&1-LI�y6L�.h,..(5'S`/t°_�.�it"iYf•). _ Gf�r�c-rG.N"f VJLNp0./'rYr• � - s .\ / \i i 1 - ------------ F rl --_—_- N --- -- ---- -------- —1J-- ----- -- --- - --- J Lr t 1- --� WEST ELEVATION sc: 1/4"=V-0" March 30 2002 A_ Gor 9e Loomis Residence ry is Lane Centerville,ille, MA 02632 I ` - 30Yfz,Ayprt,yHlNb��Roo>%r�P I..f ip UA -Gr�e�jz�IN6) Ksrr o.v,Tv,(v 4 Wr) p�tti -pRp�tN GR�W5;N I I MM\\ I I L-_- -- - --- -_- --- - -=---_- - �1 -------- -- - - - - - --� --I -' "�---- --- -- -- — �- ' T NORTH ELEVATION sc: '/a"=1'-0" March 30, 2002 Gordon Residence e 7 97 Loomis Lane A Centerville, MA 02632 GoNT, ratnbe 'vaNT--� • ZXIO RtOr.� AL ' ?�ra xiceu-ImpTai b,W1G17X g-..3o F b GEIU.lt�ut- 'CiON,-i•(. A ': 3�`if.T.;:t�hfHRLTh.lilNbL�i,-f`fP' ft f`- 'r (A(TIG) 6s�l�t7..,.:I G�.4 WATER •. —SHte%t-v..rrp• - - - _ -- -' 1ro�+6:sx¢ToP PaAT�,rtrp• _I . � GG-��L"f`fp•,K-Z�✓^f•INhut'A't10N 13:A1 H ."o►..._ fpe"- 4 �Z�O t'^b•WLrN!-A(!O!J --99i�TS.ZC(yup•G• ----I � . r. � AtZ 5 I itT - w -:3U 7�t AGL-,;.K-i4 X liN��'/DR, J(Ax°J'/2 r96E t3A ,P, fYP _ -q'ls°7T.i;G lLnb.F 4 eid52_� Sy .. - =1=19/+x 04 Wes_ -- Ir" �• A -1,fp. (uNvth fNRt3EG Giott-) - CROSS SECTION ••A••' sc: '/a"=1'-O" March 30 2002 Gordon Residence ��� 97 Loomis Lane Centerville, MA 02632 FoK Tfriew-6oN5'f_R 007a4 - I I !I ` 55 ry i r �4� z - — 1?4 - i BEM v� �T 3'1V�1 -- CROSS SECTION "B" sc: 1/4"=V-0" March 30 2002 Gordon Residence A-9 97 Loomis Lane Centerville, MA 02632 i u - 3_=v . .Rfy' --TO .PAM J y�'H. 61fINdG�G DN'POT IG F VJ�EC yHletopi V;,M vXr 16,� �IN.IbIi 2NR,F!ft.. ' ,� ;ry' (fff-iKiaK71� �e[HITE._V�N.TIL:-_ R-3c.F,G,INSw V I � 9ou�Lt%2x(r Ti�P p�AT�,TYp% �3-2xIo It��rnr >z,-rYr• I } • ,. � -pr�i.GA t'Ro-t.INt%.GA�,�Mt%t�T ._ i 9NFCl¢N,.TfY'.. _ r (7 r _ ' pro. r11 3 or, a r Z = ,•�JGtic�eA �Y_p, 1DCD 0 w ' o m O - W - N N _ I/a"GOX F r-wFhHIN6- U� y � S.;KF�hYd fEM _ " Z'-pfN ri G�INN(r -v�rv.r GRIPp ' _..__ __5. . •�n[fH.rjotf5 i w"IYP. I r '- - .� .y - i -��kLTE fti.NN1.•..4G.K�-N-h'fb -- Z -?L-AN.ti5,�,T L-F9:.IZNEIz - I i pI'd iONF!Pii<B, _ - f fir° DETAILS sc: as noted March 30, 2002 A- Gordon Residence 11 97 Loomis Lane Centerville, MA 02632 S(1R-79f1-17.46 _yen�DX +1'fiSPM.I�aoF liH1N(ai ryF-` « I 2ND•Fr-R• ry�\o�Q ?x b-rdp.pl.ArrSilYl' w NT DFIp 606. . 17X f,Root`hN J- f31 ,_. ._ r (Tfl, Ia -z.x to « PINS HL'AD6OARD w INS NBAWAt, _ - _ F.�J=VA PIiOUNG. WINtOW �TAIt =--(2UT-W1,NbOk✓_-H P-�grJ7 . - x=OUT.wINDOW N Pb__ GY1GB1-FiZ%L Ti1GK hTNDS-= _ 1XID ffN�5EA1 {hAgP '.,AFMIrP WOOD 61L.L. _ IX5. .. - - :2•Zxb _ � Y-Fl-�1.WIM• _ - . . -(t,21 F.b� INfN�., �/��cDx 6 GEDAR tiNlNln_ 7.X�. X_o WINppwL.�lL<-- J._'Pnr�rlen b l� E'OX (2IJT v,/INPV✓ JAMB DETAILS sc: as noted March 30 2002 - Gordon Residence < A- 1 97 Loomis Lane Centerville, MA 02632 ono--7on-i-)nr, _ .. i4-o - -- - r +L--- -- - — - \ IF _. ¢-IV 3' i I I fi i ;,o°_D.LY pONjSi LD)9G p�F.R,TGE 4"DONG. 6f AO,TY(' IL 02. i9 I3 �2GJ - E�M.�a�K7' Gp_N&I FClDS1Ny T.YL---- f/' 3�"Dy I�FW 11 ONNVATION a__r - -- - ---- =--'� F NDA T ION PLAN 0�C:�'A i March 30 2002 Gordon Residence 97 Loomis Lane Centerville, MA 02632 • _ I p li 2-IXGp,T.ylw i-rYp• ('Lf x qY2 0OZF_-0AND,-1`fjy 3J1�'f x I�/4J YI_112{49_j�kR) Ell" T_"'. 6y. L= w K,e u0 Wl , 2 r'fx Y4 3 !�/f qy4 vL( FzoP D) • 3i� yu 12�, T,!�7ut,, � rA/4xq%4 r.l Fl Hit, r/ ;ADZ . Yf \ ^ryy • ' \\\ N _ tQDF 61AS•sA� - .. �•�� MICHELE �'G C. N +„ ,/ - 0 TUDOR '3 f VL No.34774 � STRUCTURAL go O G r(i"p. •, 9F PO GISTL OVAL � 4 i C f N FIRST FLOOR FRAMING PLAN SC: 1/4"=V-0" March 30 200: Gordon Residence S�2 97 Loomis Lane Centerville, MA 02632 CA() -ILIA 1'lAL r'A4 2-IA/4 xIV4 WL ZK:G-roP PLA-001-TYR ; ! 10 I -4:-R IZY 13/f LV{i I - f ��PS'N zu7-it 7xr47 N>�b>`R,nP• gYs"f a.=.FIW IKO c IG°v•o -. I f — — — — I _—Si Qx .. • I I I =qYi°"(7•Z•PRO 2>'ieoty°p,/,.,-f•(f. _ --(�-NhFi-'2 LVL . . T I Ff�rlepl I I'I =51M('.5?N. MZ429r.L1¢N_7 f}/IN6� 8 t �R YL"TT SPftO'1Ti0 G12`ID•O• W8x2{•_�li.9M_W/�XGNRItC �ZHDFMASs9 -NhH FFA F-W) p?� MICC ELE �'yG N J '� TUDOR �^ i I a, U No.34774 a i r:, • .p STRUCTURAL �i,� _ ,.rOIL W 4 fP AO Vr, - - I '►`► IONAL� a la kq I - I-{N�OF �iFiGOPIt7�LOOf� ,G ��f"IGVX hufbpl/c{c, GLNi a�NAi�, �X't�!17WAw, (<(P / ©ll?r��Z _ I � I wlnn, LlnraLs 2-Zx{oTYP• (CON9l-� _SACK 4 '74 ON OPBrqIN&4 MORE I I _ o -- - - - -- - --- -jM ' SECOND FLOOR FRAMING PLAN •- `• •n." - `I• - ._yl=Gn � x �r —IS`lr,— — — - sc: '/4"=1'-0" March 30 2002 Gordon Residence $a - 97 Loomis Lane s-• Centerville, MA 02632 .. . - N tNDF ` MICHELE L3 No.34774 DoN6GL' ZXb TiP pwp"TYp' STRUCTURAL 9FGISTEP��� IgyAL 'a ZYIOGIG�RA�(�`Nf I�' �rrr�Y+or �a1 w �iq/27r101i k - ._ b+� � I�Z`�G17X 4ff�q'fH•�NP boQp•Zx6 TOP P1,A76,Tt -P °GPx yFf�l'rFnrb�'[YP• ��v a., s X499p-t5fc>1-ZXIO M• - --WHOP AWIVO RoeF 494K Qgl u) ,- z-ZX$,-Nr• ry _ --VPu6.mx0-tor p�Ar�,Typ I I !ZY10 G Id'tiAAr� s,rrp• I FIRST FLOOR ROOF FRAMING sc: '/4"=1'-0" March 30 2002 Gordon Residence Jr 97 Loomis Lane i Centerville, MA 02632 SnR-7c)n-1 246 i - � ' --,f>•`�-GPI_. . � a� � voub�ti y�c�.Tar r�gT�,-c-[�. y4�VG �L-AILio ON I I I 3-w`e7G'mr—rorw over FMM17 ADOVP "F Dom.ff5 orr N I rnr r rr, rrp, o \�h -Ala IV pgfYIK"l' - rlfHMIVy`nP• I s N I 2 Zxl i <. 2-l%xi4/+wt.-(1¢lLl— .. :.(6"A!-,o ON 6NLti rL.AN 5-41 �ySHVrAf.4 TUDOR m No.34774 _ STRUCTURAL �i 9FGISTEP�O�e�' � AL ( L o-D SECOND FLOOR ROOF FRAMING = _ { SC: 1/4"=V-0" March 30, 2002 Gordon Residence - - 97 Loomis Lane _ Centerville, MA 02632 " �c_Zx{¢HE.Sn� -TY{:' (NOTE=floN6Lz I I TAM( *-rN.G/1.oN kLINfRW nPCNINCTi MORE?H� } ) I.IN6 a� G0F;F5 FZ Gr--INN& x 1 - I - _. . - . ZxSGI�°o,�: CEILING To14Ts,-M- • `s.I - - _ _<7OVMOI I U TOPPl-A-'rr-i-1`.f1• -.t7owsl-p-2x4 PZA15E17 ZX.¢ GEIGINC> / 1 / - X4 PO4T xP To HI( MFTEpF o ' / -hliowrl or+bar,h-5 / \ 2-114x qh Lva (14"L,) \\ 2 IV x-7* L"1- \ . •� 1 N Yoh TUDOR m No-34774 STRUCTURAL --- - -- ---------- 9FG/STE��`� � zq L' \---3x$GI4�GEIWNG JoliT� -iYP SECOND FLOOR CEILING PLAN sc: '/4"=1'-0" March 30 200: Gordon Residence - 6 97 Loomis Lane Centerville, MA 02632 1 �P.�RFObMM.I-P-TZxl2 Otgp* T\ �T2xIk'alVll;-tY�'r I � _ !x 4=y t r - i a 1151-11-?XIO_Pl%Y4'r�K,Tyr... --17-2 f .x��lk:_GIGu.iTSp•.. _ � r i _ • Fi C �p-r I /_ ...... JL 1 DECK/PORCH FLOOR FRAMING Nr.fZ`Y D�Gk. sc: 1/4"=V-0" March 30, 2002 Gordon Residence S—7 97 Loomis Lane Centerville, MA 02632 t TOWN Cat::.,r\ F THE tp BA.RNSTAD! E MaS& RARNUMULL '�A b 2m2 A ITC —2 AMa 10: 59 Town of Barnstable Zoning Board of Appeals Decision and Notice k Gordon Appeal 2002-91 - Special Permit - Section 4-4.3(2) , Summary: Granted with Conditions Petitioner: Larry S.Gordon Property Address: 97 Loomis lane,Centerville, MA Map/Parcel: Map 231, Parcel 019 Zoning: Residential RD-1,Resource Protection&Groundwater Protection Overlay Districts Relief Requested & Background The subject property is located along Loomis Lane fronting on Wequaquet Lake. It is accessed from Phinney's Lane. The .59-acre lot is developed with a 4-bedroom 1.3-story cottage of 2,086 square feet inclusive of an open porch, unfinished attic and a half-area basement. The total living area is noted to be of 816 square feet. The existing structure was constructed in 1916, prior to zoning and is non- conforming in terms of side yard setback and buffer zone to wetlands/Great Ponds. It is located in the RD-1 Zoning District that today requires a 30 foot front yard setback, a 10 foot side and rear setback and 50 foot buffer to wetlands. The existing dwelling is serviced by town water and an on- site septic system. The applicant proposes to completely demolish and remove the existing house and reconstructa new dwelling that conforms to'the required setbacks and 50-foot buffer to wetlands. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 04, 2002. An extension of time for holding the hearing and for filing of the decision was ° executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 24, 2002, at which time the Board found to grant the appeal. Board members deciding this appeal were Daniel M. Creedon, Richard L. Boy, Thomas A. DeRiemer,Jeremy Gilmore and Gail Nightingale, Vice Chairman. Attorney John W. Kenney represented the applicant who was also present during the hearing. Mr. Kenney gave a background on the existing site, noting that the lot dates to 1898 and the existing dwelling date to 1916, predating zoning within the Town of Barnstable. Both the lot and structure are non-conforming to the requirements of today's zoning. The present zoning RD-1, requires two-acre lots and setbacks of 30 feet front yard, 10 feet for side and rear and a 50-foot setback from the wetlands/water bodies. 0 0 N N W 3 A WEQUAQUET LAKE 1c, #1 FDCF WEQUA,QUET LAKE 3 \'� OF A �Np LOCUS 3 \ ` 2 S/0/ C �4 ` 33 4N 3� \ \ 3 SEA e 13 �. PIER SECTION STRAWBERRY HILL RD. #,3- _ T-0050 4 ` OF' �. 4 WET�g1VD, \ 33 42 36 \#5 LOCATION MAP NTS 2 v 35 ASSESSORS MAP 231 PARCEL19 UPL D LOT AREA RD 1 ZONING DISTRICT: 18,728 s.f. 36 CURRENT SETBACKS: FRONT = 30' i SIDE = 10' i i REAR = 10, . . g� 110 FLOOD ZONE: B & C `\, o PLAN REF: 31/43 (D. 1898) & 347/26 / 42 EXIST. i DWELL. 24. / 3 .27 / 4 x 23,30 z \ 3: m Ld J � -H m 4.80 Clf Ld .� H � , le 4.19 � I I m N 1 --� (4 3.9 Lc. HOLLY Note to Building Dept. 4yt , 4 U? 'E 43.73 i a Location of new garage 82, ' 43.98 { on`property has been (EXIST) �;� 44 01 I PROP. 4'x 10' COVERED negotiated; between EXIST I DECK (ON SONO TUBES) GAR. I, 44,26 'Owner (ALarry Gordon) (REMOVE) PROP. and Tom Perry. V 1 � i 17.5 x 21' GARAGE X I 6' W 44.47 m 45, j Xw US 46.30 /45,71 1 / L=100 . 34' 46, k46,13 R=367 . 5 ' s SITE PLAN �47.02 _ 4�.7�----- ___ LOOMIS LANE SHOWING PROPOSED GARAGE AT 97 LOOMIS LANE CENTERVILLE PREPARED FOR DANIEL =��� EASSgcy LARRY GORDON �o DANI ��, off 508-362-4541 APRIL 28, 2011 • I fax 508-362-9880 OJALA (n downcape,com © No.40980 REV MAY 26, 2011 (MOVE PROP. GAR.) P REV JUNE 8, 2011 ,(DECK) doWO cope engineering,mc. FF �0� Scale: 1 20' civil engineers land surveyors 939 Main street ( Rte 6A)YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., L.S. 0 10 20 t 30 40 50 FEET ' 1. _ 0 0 I N N W #1 �.\ FpCF pF WEQUAQUL I LAKE I WEQUAQUET LAKE D�OT�Pyi 72 LOCUS 3> � �2 3 SEA PIER SECTION T-0050 STRAWBERRY HILL RD. E ` 4 ��E OF WET#4 qN6- 34 w' #5 LOCATION MAP NTS > UPL D L 0 T AREA ASSESSORS MAP 231 PARCEL19 ZONING DISTRICT: RD 1 17 38 18,728 s.f. 36 CURRENT SETBACKS: FRONT = 30' i 37 SIDE = 10' i REAR = 10' A �0 7 FLOOD ZONE: B & C �l 0 0 / 0 1 PLAN REF: 31/43 (D. 1898) & 347/26 EXIST. / 2 DWELL. 2 � ,27 / 3 \ / 4 r� x 23,30 z r 5 m k \ � w 6 z a, +I a C\jI � ,02 �� 7 tij I � C� 3 I >1 4.80 4.19 CID -H W 43.9 w N 4-1-t-.317- 4 1 i LG. HOLLY t 'V 4 3.7 3 t 4 ) i 43.98 95 'N 4 4.01 1 2. 1 EXIST J 1 GAR. t 44.26 1 (REMOVE)r� 4 " GARAGE co >C 2 L�1 O 44.47 1.0 45.. j 46.30 /45.71 L=1 . 34' 46, .13 R=367 . 5 s ----- - 47.02 --- 2 LOOMIS LANEhelof mid SITE PLAIN SHOWING PROPOSED GARAGE AT 97 LOOMIS LANE CENTERVILLE \ZN OF M,yssq DANIEL cyG� PREPARED FOR I off 508-362-4541 OJALA LARDY GORDON fax 508-362-9880 d No.40980 owncape,coro © � y� APRIL 28, 2011 r�own cooe engineering, inc. Opeswo civil engineers Scale: 1"= 20' land surveyors 939 MOin Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET 'STOP FNDN. AT EL. 45.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN• GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM 43.0 WITNESS: DAVE STANTON � DATE: 11/27/01 wEouAoufT LAKE RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE 18" MIN I 42.0' FOR FIRST 2' < 2 MIN/INCH RO PROPOSED150Q 3' MAX. PERC. RATE _ H-20 STANDARD Locus GALLON SEPTIC 41.39 CLASS I SOILS P# 41.64' INFILTRATORS 41.52' TANK (H- 10 > GAS i M, BAFFLE 41.34' c" 41.17' < 41.10' 1� ELEV. e� < 2 % SLOPE) �6- CRUSHED STONE OR MECHANICAL RR 0' 42.5' STRAWBERRY HILI RD. COMPACTION. (15.221 (23) 908 0.58' 0 40.52' A DEPTH OF FLOW = 4 SLOPE) < 1 % SLOPE) 5L TEE SIZES! 3/4' TO 1 1/2' DOUBLE WASHED STONE INLET DEPTH = 10 24" IOYR 3/2 OUTLET DEPTH = 14 B LOCATION MAP NTS SL FOUNDATION- 18' SEPTIC 5 D' BOX 9' LEACHING 39" 10YR 4/4 ASSESSORS MAP 231 PARCEL 19 FACILITY 5.52' 3 C1 ZONING DISTRICT: RD 1 A 32.2 Si_ (UNSUIT) YARD SETBACKS: BENCH MARK - TOP OF IRON PIPE #1 34. MEQUAQUET LAKE FRONT = 30' (BOAT TIE UP) EL. = 35.1 (LAKE DATUM) + 3 tDCE 0r 60" 2.5Y 5/4 37 5' SIDE = 10' + 3 � �'ON REAR = 10' PROVIDE WORK LIMIT LINE OF STAKED 3 \ \ 234.6 s.l 33 6 •3 D ,2/5/O7 HIGH WATER LAKE ELEV. 35.0' FLOOD ZONE: B & C SILT FENCE AS SHOWN 3� +33 .1 C2 3 6 SEA 36.1 a PIER SECTION 32.3 .6 T-0050 33 MED/COS S \ � 4 f0 }# �E oF� r'4�34.6 2.5Y 6/4 � < <36 34.4 + 4 3S 132" 31.5' EXISTING 3 BR DWELLING (TO BE " �� NO WATER ENCOUNTERED NOTES: RAZED AND DEBRIS TAKEN TO AN O PROPOSED 3 3R DWELLING (HATCHED APPROVED SITE) FIRST FLOOR ELEV. _ ^� 2 k�� + 36.2 --�36 AREA) TOP F*1DN = 45.0' WEOUAOUET LAKE DATUM SYSTEM 44.5' � 4� M'l 1. DATUM IS . 4 / 2 42.5 , � EXTEND CON NOT ALLOWEDC. WALKWAY SEPTIC DESIGN; (GARBAGE DISPOSER IS > 2. MUNICIPAL WATEP, Ic- EXISTING PROP. TO NEW D LLNNG 37 = �� : 3 - 330 3. MINIMUM PIPE PITCH TO RE 1/8' PER FOOT. COWo�LL RET. D 3q 3 DI'SIGN FLU,=W BEDROOMS ( 110 GPD) GP-- \ 0 U`>E A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS► II _IA-10-1 5. PIPE JOINTS TO BE MADE WATERTIGHT. SE .- TIC (ANK: 330 L,N11 ( 2 - 1+'4 .94� 6, CUNS I KUI_ I luiv i" i�,. �,. ENVIRDNMENTAL CODE TITLE V. + 44. i / %% �. a2. � 1 U`:E A 1500 GALLON SEPTIC TANK o / 4 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS N❑T \ + 44 4 + PROP. DECK LE ACHING TO BE USED FOR ANY OTHER PURPOSE. 3 IDES: N/A 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40--4' PVC. JAPANESE MAPLE 4q 10.6 43.4 PROP. PORCH 30 x 15 74 (SAVE) /' ( ) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUI � ;' 24 2' B!�TTOM; INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + 43 �/, % .8 4 TIITAL: 450 S F 333 GPD FROM BOARD OF HEALTH. 4. "� USE 2 ROWS OF 4 STANDARD H-20 INFILTRATORS EACH, 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM � EXIST. UTIL POLE` I )� i 44.4 z WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND (LOCATION UNKNOWN) WITH GUY ��DECK��'� ; o s 11, ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS, OR (REMOVE AND 4 �- "� 2.5' AT ENDS / w ROOF DRIPLINES TO STONE TRENCHES PROVIDE I / EXISTING DRIVE CD a UNDERGROUND ,-_ ' (REMOVE) 6 12. ALL DISTURBED AREAS TO BE RE-VEGETATED UTILITIES) a .4 ; -H a LEGEND TI TLE S SITE PLAN 4 . N + 42.iF i i i i 3 00 7 100.0 PROPOSED SPOT ELEVATION OF 97 LDOM I S LANE 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 5' REMOVAL OF UNSUITABLE SOIL REQUIRED r 2 I + 46.0 AROUND PERIMETER OF LEACHING FACILITY, Co t TH 1 O O _ 100 PROPOSED CONTOUR DOWN TO SUITABLE SOIL LAYER. REPLACE -y r / n / ( CENTERVILLE ) BARNSTABLE WITH CLEAN MF" SAND. ENGINEER TO INSPECT AN" (iTIFY REMOVAL ' ' i ' 43�� -- 100 EXISTING CONTOUR PREPARED FOR: LARRY GORDON 44 a BOO WATER SHUT OFF Iw r PR DRIVE. 20 0 20 40 60 4.0 (G VEL) $ 44.1 4 EXIST It r BOARD OF WEALTH , 2 r GAR. � Id r+ 45.4 (RETAIN) r IMA SCALE: 1" = 20' DATE: DECEMBER 12, 2001 45 / 4M0 . 3 APPROVED DATE REV. 2/4/02 (HSE, WALK) ' UPLAND LOT AR 4 / , j ofF 508-362-1541 % A I 18,728 S.f. Fox 508 362-98M ���t► Of Mq r / � I/ / P H U► hy�A� d ARNE N. GJ, down cape engineering, Inc. 4. ARNE '�?� OJALA H. � CIVIL N L=100 OJAI o. 47----- + 45.6 R=3 6 7 . 5 ' s CIVIL ENGINEERS No � ."� �v £G►ST + .6 LAND SURVEYORS �,. �� 0.� '�� TONAL 4-4;_:3------- - ------- ------ ---+- ' +{&.a 4 -------------- 939 vain st, yarmouth, Ma 02675 1 00_228 T n� �Tfi T � ATTa'_ -----+ 44.3 ARNE H. OJALA, P.E., P.L.S. DATE _ --