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0091 OCEAN DRIVE
9r 1 204931590 REGISTRATION AND CERTIFICATION FORM FOR FORECLOSING/FORECLOSED PROPERTY Thank you for registering in accordance with Town of Barnstable Code chapter 224 sections 224-3 and 224-4. Please complete one form for each property in foreclosure (section 224-3)or already foreclosed for which possession has been taken(section 224 4). Please file the original with the Building Commissioner and a copy with the Chief of the Fire District in which the property is located. If you claim you are exempt from registering under Massachusetts law,please state the reason(s) and complete section 1 (property information) and the first paragraph of section 2 (foreclosing party,court, etc. and foreclosing party representative,but not other representatives and attorney) so that the Town can review the exemption and update its records: NA Section 1 —Pro Information Property Address: 91 OCEAN DRIVE `� �_�_� F©(� Assessors Map#: F_979307_2693891 Parcel#: 266 003 Land area and description RESIDENTIAL Building(s)description and contents SINGLE FAMILY Occupied: x Occupant(s)(if borrowers so state and include name(s)) Phone: NA email: NA other: A Vacant: NA • -Date: rt NA Anticipated Length of Vacancy: NA -- Last occupant(s))(if borrowers so state and include name(s)) NA Phone: NA email: NA other: NA Has possession been taken NA If so, please explain and complete and file the maintenance and security plan form (unless exempt as stated above) Section 2—Foreclosing Party Information Foreclosing Parry(full name/title) CALIBER HOME LOANS Foreclosure Case Court: UNK Docket 9 UNK 204931590 Date filed: UNK Current Status: ACTIVE FORECLOSURE Foreclosing Party's representative(s) for property(entry,management,repair, etc.)(name, title,): kandyce.hughes@safeguardproperties.com Companye(if different from foreclosing party): Address: 715 S Metropolitan AveOklahoma City,OK 73108 ka lndyce.hughes@safeguardproperties.corn Phone: 214-874-4174 email: otrier: NA If an exemption is claimed,please do not complete the remainder. Other representative(s) (if foregoing representative is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or foreclosure,please so state and do not complete contact information(i. e. "none"or"see above")). Name,title, other: SAFEGUARD PROPERTIES Company(if different from foreclosing party): PRESERVATION COMPANY Address: 7887 SAFEGUARD CIR.VALLEY VIEW OH 44125 CODECOMPLIANCE@SAFEGUARDPROPERTIES.COM Phone(s): 800-852-8306 email(s): other: Name,title,other: NA Company(if different from foreclosing party)- NA Address: NA Phone: NA email: NA other: NA Attorney representing foreclosing party NA Firm name(if different from attorney's name): NA Address: NA Phone(s): N.A. email(s): NA other: NA I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: �I V-Ith,19 Name: Title: � VAT f ".y 204931590 I hereby certify that the above-named foreclosing party is in compliance with the provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: Building Commissioner,Town of Barnstable ' � J l CIS IL C O 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION q n - Map Parcel 0 U 3 Application# Health Division —_Doc' iYaw(� ) "I '3��s r �cc� Conservation Division X N Oc�3 � F Permit# Tax Collector OQ Date Issued S� 07 ; Treasurer Application Fee Planning Dept. 0'L p2 t� � �����- �� ./ Permit Fee Date Definitive Plan Approved by Planning Board N.A Historic-OKH IJ.IL . Preservation/Hyannis ®t� Project Street Address 19 eey a Village w° Owners _ Address /Q ��1�i ��hT�'— 0 .` Telephone OL:6 37 - Iq3 i '_7rN "" a a OU C26 Permit Request .5I-i0C41 i Square feet: 1st floor:existing a proposed 2nd floor:existing proposed Total new Zoning District D Flood Plain Groundwater Overlay Project Valuation D Construction TypekA/66<i Lot Size C re5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family U--' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ®'o On Old King-s Highway: ❑Yes al o� Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) X/0 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing I new Number of Bedrooms: existing new _ Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: M Gas ❑Oil ❑Electric ❑Other _ Central Air: ❑Yes Zo Fireplaces: Existing _� New t_ Existing wood/coal stove: ❑Yes r8<0 c 1v Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new) size Attached garage:9 existing ❑new size &I Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r _ s Commercial ❑Yes U<0 If yes,site plan review# Current Use �;n G rCc�» �� Proposed Use J 1 as 6Lr7) - BUILDER INFORMATION Name,m54,aah pn lam; C; ro Ls Telephone Number b -.5��i9- 7 L3f • 1� -00�� Ad�drr�ess�H Ain-o-le�7' a 1 z l'f��/ License#05 OY 2�,'� eyV• 1�0 All 5kae H,4 , 6 <� / Home Improvement Contractor# r A54J"o exw Worker's Compensation#&K✓3 -4& r7,-39 Q -i;K� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Le �S G ATU_RE ,,�f�'** DATE d� T;OR OFFICIAL USE ONLY r 4 PERMIT NO. DATE ISSUED r ' MAP/PARCEL NO. ADDRESS - VILLAGE OWNER ? DATE OF INSPECTION: FOUNDATION j 1 FRAME INSULATION K - ` fp, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING s , DATE CLOSED OUT ASSOCIATION PLAN NO. _ - ' 4 �pt1HETow : Town of Barnstable ti Regulatory Services RMWTAr ASS.t.a,$ Thomas F.Geiler,Director, i°TED MA'S A�0 Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 k www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r e � a as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work autholL d by this building permit application for. (Address of Job) U SViature of Owner e LY Print Q TORM&OWNERPERMISSION I M CMR Appendix J Table JS.Llb(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fwsil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wail I Floor I Basement Slab Heating/Cooling Alta'(%) U-value= R-value' R-value' R-value' Wall Perimeter Equipment Efficiency' Package R-value° R-value'Package 5701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 1 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15-/0 0.46 38 19 19 10 6 Norml V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: q f ( J(-PO►o BE 11rd f I) Ll�. )��en nfStiD�rf, MA 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �J- V 3. SQUARE FOOTAGE OF ALL GLAZING: JU 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J _ Footnotes to Table J6.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft'of decorative glass may be excluded from a building design with 300 ft of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 The Commonwealth of'Massachusetts . Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston,NIA 02111 www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elects icians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/lndividual): Address: N i GO l a),5- City/State/Zip:M 0,�hpe e, A d d&V 9 - Phone#: SOS v 32-7y 3/ Are you an employer? Check the appropriate box: 'Type of roject(required): 1.El am a employer with 4. ❑ I am a general contractor and I 5 [ 5p 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 1 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required,] t employees. [No workers' 13 ❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. 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.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 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 in a coverage v ' cation. I do hereby certify under a pa' and pen tie try a information provided above is true and correct Signature: Date: Phone#: J 7722a 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/own Clerk 4.Electricai 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 ter have been resented to the contracting authority." requirements of this chap p g t}' 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 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 permittlicense 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 Department of Industrial Accidents Office of Investigations 600 Washington Sheet Boston, MA 02111 Tel. _ 617-727-4900 ext 406 or 1-877-MASSAF E ax 617-727-7749 Revised 5-26-05 w -vv.m.ass.gov/ma w EL The Town of Barnstable SLL Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis,MA 02601 �T 8.862-4038 L 8.790.6130 j PLAN REVIEW wrier: Map/Parcel: � O� oject Address. �� -b '� r--y Builder: he following items were noted on reviewing: C) PLO U1 D 7�+15 OF/':7(C6:- w tr RC-tfISC-7�S GPa D/KG- 4 Ij� D�'64re�6PG-b� P1--AN r I)9767-b :viewed by: � ^ -�--- f _1 e AMMMN�ngg1 0 s a n ar s One Ashburton Place - Room 1301 Boston. Mass chusetts 02108 ; Home Improveme ®ntractor Registration Registration 125460 - Type: DBA a Expiration: 12/22/2007 STEPEHN J. GIATRELIS, BUILDR= STE P H E N GIATRELIS - _ �> - --- -- --- ---------- — 106 CAPE DR '= ` MASHPEE, MA 02649 �-..� -. - - - - - — Update Address and return card.Mark reason for change. Address Renewal �_=I Employment _� Lost Card DPS-CAI 0 5OM-04/04-G10I216 B � License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 125460 Board of Building Regulations and Standards \ One Ashburton Place Rm 1301 Expi61I'6_h_12/22/2007 _ Boston,Ma.02108 --.€�pe�_p+B, l STEPEHN J.GIA REL S" UIG §TEPHEN GIATRE !1 a: F t- 106 CAPE DR MASHPEE, MA 02 -- ----- -__ -- - ------------- - Administrator Not valid without signature "� � anvin�anuiea/�aaa���/�/�daaaclir`iorlta BOAR®}OF BU�LDINGIRC3ULAITIONS. °' Lcens® CONST.Rl1CTION SUPERVISOR: r3�`�� � 9Nt1Fr►B S O49915 ' /1962 . STEPIiEN J�rGI � f x { 68A4NICO,LTTA „n. F MASHPEE MA C'ommisslorier f Perry, Tom From: Burgmann, Bob Sent: Monday, April 24, 2006 1:36 PM To: Perry, Tom Cc: 'Giatrelisbuilders@comcast.net' Subject: Map 266 Parcel 005, 91 Ocean Drive, West Hyannisport r Hi Tom, I have just received by fax a drainage revision to the plan for the above property. The revision eliminates the proposed overflow pipe. This revision is acceptable to me. You may issue permits as you see fit. You should request a copy of the revised plan for your files. Bob 1 6 fi • �DD Y 6 6 u u ° 6 -------------- fi Western Surety C an n P y ' n V a " r n " G LICENSE AND PERMIT BOND V For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. y 6 u KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2.8 9.0 0 y 6 That we, Stephen J. Giatrelis of the Mashpee of Barnstable County , State ofMassachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts ; Obligee,in the amount Building Dept . (Valid only when a County,City,Town or Village is named as Obligee) of Three Hundred and twenty—four DOLLARS ($ 324 . 00 ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed as a general contractor by the Obligee. FORE, if the Principal shall faithfully perform the duties and comply with the laws and orWn �ail'�es. ra�cd� all amendments), pertaining to the license or permit, then this obligation to be void, o _ ` ern '�.'n full force and effect for a period commencing on the 2 2 n d day of ? March 2 0 0 6 , and ending on the 21 s t day i�'° March 2007 , unless renewed by continuation certificate. :.i own .r a y rminated at any time by the Surety upon sending notice in writing to the Obligee and to tr* cip 1, in, ° of the Obligee or at such other address as the Surety deems reasonable, and at the expira- tioff" ) days from the mailing of notice or as soon thereafter as permitted by applicable law, whiclit "en e°this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 22nd day of March 2006 Stephen J . G14ZZ Principal Principal Countersigned W E S T E R N S U E T Y C N Y 6 , 7T 6 By C 1. t.a.� R� By Resident Agent President p 6 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 (Corporate Officer) County of Minnehaha f ss ry On this .2.2 r"—day of t� ,before me,the undersigned officer,personally IF appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN 9 SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purpose therein contained,by signing the name of the corporation by himself as such officer. ; rt IN WITNESS WHEREOF, I have hereunto set my hand and official seal. n B. THOMAS s ; NOTARY PUBLIC n SEAL SOUTH DAKOTA SEAL .P Notary Public, South Dakota " My Commission Expires 6-2-2003 Western Surety Company Form s4s-n—3-95 1-605-336-0850 1 f il LILU c ACKNOWLEDGMENT OF PRINCIPAL a F (Individual or Partners) ; STATE OF F ss F , u County of a F F il On this day of ,before me personally appeared n G 9 G X 6 � f � c il F il known to me to be the individual_ described in and who executed the foregoing instrument and F ° F ! acknowledged to me that_he_executed the same. F • Y f 1 My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public r• F p >1 f• n � n ` E ' F 6 ' D E +, ' Q1 n F V n r W �• F , 0 Q. F Z a 6 p p -� w a F o Z Z ^L' W W � y F V p w W o it! n r ' ® 0 13195 �JIKE r o� BARNSTABLE TOWN CLERK :.RARNsrAW.E. ` 1- 7 (MASS. 'Town of Barnstable '06 FEB _g •Q8 Zoning Board of Appeals Decision and Notice . F Appeal 2004-126-Giatrelis Variance Section 3-1.1(5)Bulk Regulations Minimum Lot Area &.Lot Width and.Side &Front Yard Setbacks To allow for the reconstruction of a new dwelling on an undersized lot not in conformity to the required yard setbacks Summary: Granted with Conditions Petitioner: . Stephen J Giatrelis&John D.Giatrelis Property Address: 91 Ocean Drive,West Hyannisport;MA Assessor's.Map/Parcel:. Map 266;Parcel 003 . Zoning: Residence D-1:Zoning District Relief Requested & Background: Appeals 2004-126 seeks.a variance to Section.3-1.1(5)Bulk Regulations Minimum Lot Area,Minimum Lot Width, Minimum Side Yard Setback,and Minimum Front'Yard Setback to permit the reconstruction of an existing single-family dwelling on a pre-existing non-conforming lot. This appeal was submitted along with two other appeals Number 2004-127,which appeal seeks`a special permit to extend an existing nonconforming building or structure, and Appeal N04-128 which appeal seeks a Special Permit under MGL. Chapter 40A, Section 6 to permit the demolition and reconstruction of a single-family dwelling. The objective of the appeals is to substantially demolish the existing one-story,.single-family dwelling with an attached garage and rebuild anew two-story,three-bedroom,single-family dwelling with an attached,- two-car garage on the property. The 61800+/-sq.ft:=lot was created in 1932 and the stfucture dates to 1905. Both the lot and structure are non-conforming with respect to the Residence D-1 zoning district regulations. The proposed location of the dwelling is based upon the existing foundation and is proposed to be located 10 feet from the front property-line were 20 feet is required,_and 8 feet from the east side property line were 10 feet is required. The setback ion_intruss are less than that which exists today ahil the proposed top of the foundation is in&ompliance with Section 3-5.1-Flood Area Provision of the Ordinance. _ Procedural & Hearing Summary: •Appeal2004-126 was filed at.the Town Clerk's Office and at the Office of the Zoning Board of Appeals on July 1612004. An Extension of Time for holding the hearing and for filing of the decision was executed between the applicant and the Board Chairman. That public hearing was duly advertised and notice sent to all abutters in accordance with MGL Chapter.40A. The hearing opened on September 22,2004,.and, :continued through several meetings to September 28,2005. At that continuance, the Board and the applicants'Attorney,Bruce P. Gilmore Jr. agreed to restart the hearings anew due to a loss in quorum(see Notice of October 121.2005). A public hearing was duly re-advertised and re-notices sent to all abutters in accordance.with MGL Chapter 40A. The hearing was opened November 30, 2005,and continued to January 18, 2006 and to February 1, 2006 at which time the Board granted Appeal 2004-126 for a variance to Section 3-1.1(5)Bulk Regulations . Minimum Lot Area,Minimum Lot Width, Minimum Side Yard Setback,and Minimum Front Yard Setback to permit the reconstruction of.an existing single-family dwelling on a pre-existing non-conforming lot not in Conformity to the required setbacks Board Members hearing this appeal were;Ron S Jansson,James,Hatfield,Daniel M. Creedon,Randolph Childs, and Chairman Gail.Nightingale. Attorney,Bruce P. Gilmore Jr. again represented the applicants . during the hearing. Also present was Peter Sullivan,Professional Engineer for the reconstruction. Mr. Gilmore presented a brief history of the property, citing the subject lot dates to 1932 and the creation.of "Seaside Park"the land division of this area in West Hyannisport. He cited that the building had been constructed on the property back in the 1930's. He noted the lot fronts on Ocean Drive(a paper street). It functions only as a walkway and partly as a private driveway to the dwelling. He summarized that neither the lot nor:the building conform to current zoning regulation for minimum lot area,and yard setbacks. Those conditions being legal pre-existing nonconformities in structure and lot. The existing structure has five-bedrooms in it and was recently damaged by fire. It is not habitable today and is now vacant. The applicant is seeking to demolish the existing structure and rebuild a new two-story,,three bedroom.single-family dwelling with an attached two car garage. The new construction would conform to all FEMA regulations. The applicant has agreed to improve the drainage on 3rd Avenue.. An Order of Conditions has been issued by the Conservation Commission and the plans for the on-site septic system approved by the Board of Health for three-bedrooms. It was also noted that the building'height and other consideration have already been restricted by a prior appeal from an abutting neighbor. Mr. Gilmore stated the applicant.purchased the property in 1999 and has been attempting to improve it since that time. .Mr. Gilmore noted that the plans that are,before the Board in this hearing differ for the original ones submitted in that the Florida room has been eliminated and the overall footprint and area reduced. The Board and Applicant representatives discussed the area of the,structure. It was noted that no living area would be created in the basement level as that-is below Elevation 11 and not permitted by FEMA regulations. The level.of construction on the lot is to be 2,633 sq.ft:living area, 565 sq.ft..garage and 453 sq•ft. of deck/porch first floor.and 154 sq.ft. deck second floor. -- - - ---Public-comment was requested and NIs Arlene M.Wilson;-representing-Mr. and Mrs:CormaY:,abutters at- - — 161 Third Avenue noted that the proposed redevelopment of the lot had been the issue of litigation and that. an Agreement had been issued. She stated that the plans presented are in agreement with that decision. Madeleine T. McDonald, owner of abutting lot at 75 Ocean Drive; Joseph Curran, of 123 Third Avenue, and Lena Tepper of 138 Third Avenue a:direct abutter all spoke in opposition to the proposed redevelopment of the lots. They cited wetland'issues, high property values caused by over building on small lots,and contend that the proposed new dwelling was not in character with the existing neighborhood. The abutters also noted that they were concerned with the rental of the dwelling. The Board did note that the project has been issued an Order of Conditions`and a Superceding Order also; the proposed new dwelling would be FEMA compliant. With respect to.shortterm seasonal rental, the Board stated that it could condition the property to eliminate seasonal'and short term rental. The applicant stated that it was not his intent to rent the property once it.wasrebuilt• <' The hearing was continued to verify'informatign on the number of existing bedrooms and to secure further data onthe,proposed height of the structure. At the continuance,the Board reviewed the height of the 2 ' µ h proposed structure."It was notedthat the first floor elevation would be 13.03,FEMA compliance and the ridge elevation would be 37.85.:A letter from the Health Division was also presented that verified the septic permit was still valid. The Board reviewed the nature of relief being requested and determined that the applicant would first need Special Permit findings under MGL Chapter 40A,.Section 6 for the demolition and rebuilding of the dwelling and would also require a yariance.as the proposed new structure did not comply with the required setbacks. Findings of Fact: At the hearing of February 01, 2006,the Board unanimously made the following findings of fact: I. Appeal 2004-126 is that of Stephen J. Giatrelis &John D. Giatrelis seeking.a,variance to Section 3- 1.1(5)Bulk Regulations Minimum Lot Area,Minimum Lot Width,Minimum Side Yard Setback, and Minimum Front Yard Setback to permit the reconstruction of an existing single-family dwelling on a pre-existing"non-conforming lot not in conformity to the required lot width and setbacks for the district. The property is located as shown on Assessor's Map 266 as Parcel003 addressed 91 Ocean Drive,West Hyannisport,MA. It is in a Residence D-1,Zoning District. 2. The applicants are seeking to substantially demolish the existing one-story, three.-bedroom, 1,838 sq.ft, single-family dwelling with an attached garage and rebuild a new two-story,three-bedroom, 2,633 sq.ft. living area, single-family dwelling with an attached 565 sq.ft two-car garage on the property. 3. The proposed location of the dwelling is based upon the existing foundation and is proposed to be located 10 feet from the front property line where 20 feet is required, and 8 feet from the'east side property line where 10 feet is required-The setback intrusions are less than that which exists today. The proposed structure,i"s-also�located`furthe`r from-the marsh wetland.delinea_tion and the pr—'p edd top=of-d-e`foundation is to'be 122incompliance7with`Secf on'3=5'1=Flood Area Provision of tll Ordinance. • 4. The.subject property dates to May`16,.1932 and was created by deed recorded at the Barnstable Registry } of Deeds in Book 488,page 443. According to the Assessors record, the home dates to 1905. Both the lot and structure are pre-existing legal non-conforming with respect to zoning,having predated the 1949 of zoning.in.this_are_of_the.Town".with respect to-lot.area and..building requirements......_ 5. The site plan"identifies that the property is fully located in the designated FEMA A10 flood zone.subject to periodic flooding to elevation 11. The lots highest elevation is 9 feet and within 130 feet it slopes to a " Tidal Creek-elevation 0. The area of upland is estimated to be 6,800 sq.ft. 6. Unique conditions exist in terms of wetlands and the fact that an existing dwelling is located on the property. Those conditions affect the locus but not generally the zoning district in which it is located. "A literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, including financial if this:variance is not granted. i7` Given that this lot is developed and that the proposed new dwelling is-located-in the'same foot print as f--the existing, this variance"may be granted without substantial detriment to the public good and without - nullifying or substantially,derogating-from the intent or purpose of the.Zoning.Ordinance. K 3 Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance subject to the following conditions:. 1. Location of the dwelling shall be as shown on a plan entitled"Revised Grading&Drainage Plan. 91 Ocean Drive W. Hyannisport,Mass."as prepared for Stephen J. Giatrelis by Sullivan Engineering, Inc.,dated June 3, 20041ast revis`dT1V1ay 11,2005 2. The dwelling shall be built substantially in conformance to plans and elevations preseht o t entitled « M Ocean Drive Centerville,. A„drawn by WB Daniels Designing&Planning `ted O1%09/06. 3: The dwelling shall conform to the requirements set forth in the Agreement for Judgment and the n ge line shall not exceed an elevation of 26.5 feet as measured from the ridge.line to the foundation, nor exceed an elevation of 38.75 NGVD as measured to the ridge line and not including cupola and chimneys. The proposed structure shall also not exceed the 30 foot to plate height limitation imposed in the zoning ordinance for the district. 4. All improvements within the right-of-way of Third Avenue shall be reviewed and approved by the. . Engineering Division of the Town of Barnstabl 5. The structure is'lirnited to twof tories, Because the basement level of e building could be susceptible to flooding, that level shall not be finished as living space,. k-`�6. The number of bedrooms shall not exceed three. 7. The total gross�area of the structure shall not exceed 2,633 sq.ft. living area,}565 sq.ft garage and 453 sq.ft. of deck/porch first floor and 154,sq.ft. deck second floor. 8. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health requirements. 9. All construction and site development shall conform to all.applicable FEMA regulations arid all the requirements of Section 3-5.1 Flood Area Provisions of the Zoning Ordinance: 10. All mechanical equipment associated with the dwelling(air conditioners,electric generators,etc.) shall -lie located sous to conforrri Eo the required setbacks for the district aril screened from rieighboririg- homes and rights-of-way as well as views from the water. 11. The dwelling,xattached.garage,covered porches, and decks shall be considered full build-out for the lot and f shall not be expanded ni area or in footprint nor shall any other accessory,structure be,permitted without further perinission,from the Zonmg,Board of A eals'. 12. This decision must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals.Office and to the Building Division before any demolition or ---- ---__._T.�.. _� building:perrrut.is�issued: The relief authorized must be executed within one year.of the grant of this permit. 13. Use of the property shall be that of .a year round residence. It shall not be rented,*.leased or sub leased . for any period less than a 12-months i The vote was as follows: AYE: Ron S Jansson,James Hatfield,Daniel M. Creedon,Randolph Childs, Gail Nightingale . NAY: None Ordered: Variance 2004-128 is'granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20)days after the date of the filing/�of this decision, a copy of which must be filed in the office of the Town Clerk. M G '1 C. NightingadeChairm Date Signed I,Lmda Hutchenrider, 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 off ce f the Town Clerk. Signed and sealed this dayb' fGf� unde-r-the pains and penalties of perjury l f, Linda'Hutchenrider,Town.Clerk } i 5 ' Zoning Board of Appeals (ZBA.) Abutter List for Map 266 Parcel 003 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters.Notification of all properties within 300'. ring of the subject lot. r + This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters: Owner and address data taken from the Town of Barnstable Assessor's database on 11/9/2005 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 2451 I5 LAFRANCE,ANN J 488 SPRING ST NORTH DIGHTON MA 02764. USA - y rl116MCDONALD,JOSEPH DMCDONALO,MADELEINE 95 MAIN ST MARSHFIELD MA. 02050 USA 1 16 =MCDONALD.,JOSEPH D 245122 WALSH,JAMES M&MARGUERITE 860 RIDGE BRIDGEWATER- USA MA 02324 LANE 245123 HAMILTON,JANET E P O BOX 636 JW HYANNISPORT MA �02672 USA 245124 CORMAY,CHARLES T&MARCIA . 131 MONTVALE WESTON MA 02493 USA. , RD 245125 FAGERSTROM,LAWRENCE F 121 ASHMONT DORCHESTER MA 02124 .. USA ST 2451M LEGAN,JOSEPHINE W TR LEGAN LIVING TRUST _- PO BOX 287 JW HYANNISPORT MA 02672 USA,. 245128 MCDONALD,JOSEPH D& MCDONALp,MADELEINE T. 95 MAIN ST MARSHFIELD MA 02050 USA 245129 MCDONALD,JOSEPH D MADELEINE MCDONALD. 95 MAIN ST MARSHFIELD MA - 02050. USA 245132: QUINLAN,RAYMOND L& MORGAN,JANE B F2i2FIFTH AVE W HYANNISPORT MA]02672 , 245134 QUINLAN,RAYMOND L TR THE BIRCH'STREET REALTY TRUST 3 GERMAIN ST WORCESTER MA "01602 2 WINCHSTE MA .01890 USA 4513500 VO ,ARTHUR O&SUAN L N ONE WILDWOOD ST 266002✓ 1BARNSTABLE,TOWN OF(MUN) 367 MAIN ST HYANNIS MA 0260I USA 266003 CSJ REALTY CORP 648 MAIN ST OSTERVILLE MA 02655 USA 266004 DOERGE,ANNE A MIDDLE FORT MIDDLEBURGH NY . 12122 JUSA. RD 266005 BERRY,JOHN P&MARGARET D 71 CARRIAGE SOUTHBOROUGH MA 101772 USA. ]BERRY, j HILL CiR Page 1 oft . g Thursday,November 10,2005 i Mappar Ownerl_ Owner2 _ Address 1 Address 2 City . State Zip Country 266006001 JGARRAGHAN,NANCY L %GARRAGHAN,R ABEL 625 SAWKILL lKINGSTON NY 112401-7101JUSA , 1 RD — - 266007 STEWART,WILLIAM H JR& TEPPER,NINA 205 LOCUST ST lHOLYOKE MA 01040 266008, WINSLOE,WILLIAM P 0 BOX 59 JW HYANNISPORT IMA 102672 USA 266009 CHISHOLM,THOMAS B P O BOX 399 WAYL:AND MA 01778 ; 1266010 COLLINS,CHRISTOPHER W& COLLINS,S14ERYL A 100 HOLLISTON MA 101746 USA BRIA ,CLIFF LN 266035 SATKOWSKI,THADDEUS R& SATKOWSKI,LORRAINE G PO BOX 218 STAFFORDVILLE CT 106077 JUSA i Thursday,November 10,2005 Page 2 of 2 i f AT Z IN ' � NOT�CE�OF Chi; P>IH �ARK�11G'UNDER>Ti�EtZ(3NIL11G � 4 � ` �1d •,g a $ E `�4� (� rws>yy, I a� ORDINAII�CE a a r �- '^ 15�?'' b, EMBE,R"3Q� 005 � u To ` rs sin#'etesr a �x k NO r e ecatedby , rrgBoof Apeasserof ��` ,G � wom9 n' 'ft�s�a, 151& ll,vrll 3spa amend ant re o ou a r@8 ttfied h t � � .n cs tcs" n� .Msr+w... 'R'F5 4 :,7 00 P*'�Ifl Trm7. Place NomInera Trust a /C im pe 2005 t1 4 °7rgin 1 PPI e t a a�i"'arlca ty , Sectort2 0 13 EpBuTjIUy{Reg.I t! ns= rout Rear SldetY d)S aback i>;gbf ethtts Thee � IIA LV y t r ^f t STA 4�F i F'v applica t r e g u I a� cfiec3 26 x 26garage fh�agt � 6_ ee�C a end 641s14 7n3�t k�*h C s s ^¢ E,�m Fsw c bsthe ex�strng-srngJe f�mrl dill l' st ref e from the re fired fi �Thesuect fop its IocatedFas shown on Assesst 8 Ma 2481,as Rrce1 010'and a o�Gpwgff�arcel 011-'addressed 3WTnn ty Pla cer Centervr�le�piviA 02632 P a esidence . C 1on�rtg�D(sfylctl ' ig,W 1 15P M G�atrehs I?r+ s xAPP®afs 2004E $tepheg �,Craceli's antl Jahn D Gratrelr�}rtave petrtlo�e{�theZonln Board of'Appsals for: _ a Vanancetoectfon 3 1,a`(5)6ultc,Regulatlo'ns MintmurtrLot area Mrnimurn�otlNrdth ' M m Sr�deYId,SgtbacK4a�dtv�n'imum�rontYgrdSetback�,io�e�rnit;he,�ecggstr�ctioq of ar�5;gx�i Ling single fam dwef link` n a P,re exrstrng ngrr cohforrnm Ibt shoal ' g fie prO is H f �,�on�A�ssgssprs Mfip2`66�as�4arce1�0©3 addressedi Ocean Drve e s Ryan C�1� nresrdenoe Dag Drtriet xa s ;a 7375 P M G�iatce rs f�a Appears 2004 127Anew �t 8 x+�� v 4 3rv4 sy rr St`0.6 J d ffg it an>xfr la n D Gia relis have apQlrgd Coif a 99,Boar�oP�Yppeals for I a Special Perrrxlt pu"rsr5aaf toPS,c_9f,'4 4 3(2)No rconfocmrng Bui�d�ngs or tnict�res Used` 2s Single`ardnTw6FamilyI�e6,d�nn'68toa 6.wfor.sudstantlb-.Y6modelrnglrei�eyelopmentfi,. - o a�s�rfgiearn�ly IdweTlgq a�nQn�onformrn loth eemn eling(redeCopmenw�ll not- cdnforrntothere:lir emefi sraf>Ire dist", r(kterms fsr `e an earse{ acks Tie ro erf d... p -1 a sa �,-r t �8u .,,R + 5qp 9 �,q eP •}`7 sh�iwp£orn„4sse1"ors Map 2�6 asParcek003 adres'sed gl Ocean Drivel WeSf lygn,; rtrsport MA lra Fr�esrderacelQ�lZomirg Di tnet 5Y:saw sh r Xt` 7 t5 P 1 Giat ehsa A eal 2004 12%Anew y�'�..�3 .7�nc�k `fi Nw,�sgas,pr`�a �,'�•', cn', F'��'JI},�z . Stephen J Grat �se�ndo D Gratrelrs Gaye aplred4to thelonng Board ofAppeals for SpecrabPerrnrtrndrns uq er�y1LChap[er 40ASecfloh 6 to per'mrtfieF�econstrctrgn�' i �.�d an existrng.,5 bedrggrn non con�fo im rtgy(ri le fa r "dwellrpg o�°a;nori c�nforr r �(ot5« The pbprty rshownofr ARsse�ssq``A�v�ap 266:as,Parcel Oadd•�resseOce�rt Dnve :West N'annrs orf M�rn a Residence D 1�Y PZomng Drstriet r e i 7 30p IVYSte�wa rt 3APpeal I R61.$tewarLyias apPlred for a Vanance to Section 240 211 (D 8ulh Regulatroris; Frontsl�2�rd=Setback Theapl�°anf segks�avariance to construcf,a single-family residence, 17&feet rqr Sho tFlyinng Hrll"Road where a fhrrtY�foot setback rs requved Tlae sOb)ect l .property rs�ocafedtas showrron 4ssessol stvlX.apa193 as Pa�ce106ddressed9�lohnson L a4 4GieiJtery lie Mil a Residence D. OPI, r Is 7 45 P M Brooks Appeal 2005 Tt5 ' "? �t v 3 , Terrance ails a i l Jane rooks`hgye Sapped Hof a Spy al F�erm t pursuant to wSectwn_ . 240, 4 H(2)rNoacon#orrning poi¢Tfie:applrcacjts�e(2s to demolishaad rebuilcfsnewZsingle- f�mrlydwe(Igonepre>?�Crtng n°ncnforrr4ngilotyTfiesibjectpropertyrslbcate�lass�igvsrn;' oh Assesrsor�s�►va �19,as pale 04.4 andAaddres ed`! Harbq Mew Road Barnstable; ;MA rrl a Residence B Zoriigrsflnct :r��r• t t, rbF�y a1 r F{esnngs wllf b erd>a`the BamsaBle To FlIa 1367 Marn:Sreet y - --- YarlttFs ---- --- .M 4i,�egnn g Roomr 2nd door Wedngsday Noerr1bef:30 x005 Plans�end aplrcations may be{revrewed at rtt)eZ�annrng Drvs�on Zgning Board,o14ppeIsOfaficeTow�r�AOffices 200 Main St�eelt fya nrs MA , a .. .Sri kid '!do-% sw'ltti R {". .`X`r r u3 ti. d". r#+4Y�d'9'��.cj/"'�ir�`•gw19W, 2tYyy}a_ f Gail t�rghttn�ale��ha�rmari. . Zornng Board of Appeals. 1 The Barristableipatnbt 0111'i Novernbet:`t 1_arid`November 18,•2005 r .. , SURETY1-800-331-6053 Fax1-605-335-0357 PO Box 5077 Sioux Falls SD 57117-5077 www.cnasurety.com July 28, 2008 Agent Code: 20-16240 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN HALL 367 MAIN ST. , 4TH FLOOR HYANNIS, MA 02601 Re: Bond No. 42789.500 Penalty $324 STEPHEN J. GIATRELIS 68 NICOLETTA'S WAY MASHPEE, MA 02649 GENERAL CONTRACTOR TOWN OF BARNSTABLE Company Code: 0601 - WESTERN SURETY COMPANY We have received a request to cancel or nonrenew this bond. We wish to comply with the principal ' s request by taking advantage of the cancellation provision pertaining to this bond. You are hereby notified that this bond is cancelled and voided as of September 08, 2008, or the earliest time permitted by applicable law, whichever is* later'. Thank you for your attention to this matter. cc: STEPHEN J. GIATRELIS THE FREDERICKS INSURANCE AGENCY, INC. P. 0. BOX 427 OSTERVILLE, MA 02655-0427 6 �- �JC-jx C Underwritin g Services TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN HALL 367 MAIN ST. , 4TH FLOOR HYANNIS, MA 02601 ti h. I Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9� b ,�' (508) 862-4038 'OrfD MA'S a r ifi ate of OccupancyCe t c Application Number: 20061279 CO Number: 20080110 Parcel ID: 266003 CO Issue Date: 06/13108 Location: 91 OCEAN DRIVE Zoning Classification: RESIDENCE B DISTRICT Village: HYANNIS Gen Contractor: GIATRELIS S TEPHEN Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature' Date Signed t 'V �tHE1 , TOWN OF BARNSTABLE Building. , 4 Application Ref: 20061279 PermitBARNSTABLE, Issue'Date: 06/15/06 9 MASS. 1639. Applicant: CSJ REALTY CORP ' . ArF p �A pp Permit Number: B 20060439 Proposed Use: Expiration Date: 12/13/06 [Location 91 OCEAN DRIVE Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN t Map Parcel 266003 Permit Fee$ 1,640.00 Contractor GIATRELIS, STEPHEN Village HYANNIS App Fee$ 100.00 License Num. Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND RECONSTRUCTION OF SINGEL FAMILY DWELLING THIS CARD MUST BE KEPT POSTED UNTIL FINAL_ , INSPECTION HAS BEEN MADE. WHERE A , CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CS] REALTY CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 648 MAIN ST INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 =4'w .: Application Entered by: DB Building Permit Issued By: THISTERMIT CONVEYS N0.`RIGHT TO OCCUPY.ANY STREET,ALLY OR SIDEWALK OR.ANY PART,THEREOF EITHER TEMPORARILY OR;PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED.UNDER.THE BUILDING:CODE;MUST BE APPROVED.BY THE JURISDICTION. _ STREET OR ALLY`GRAbES'AS WELL AS DEPTH AND LOCATION OF'PUBLIC:SEW k;S',vI AY' BE OBTAINED FROM THE DEPARTMENT OF`PUBLjid WORKS 2 THE ISSUANCE OF,:':THIS PERMIT DOES NOT RELEASE,THE APPLICANT FROM.THE CONDITIONS OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS , MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I' 1.FOUNDATION OR FOOTINGS. H 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. I 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. ' WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. i= PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGE'c.,142A). ■ 15 194, 3 6 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIONuAPPROVALS 7 2 „t 3 ` 7 1 Heating Inspection Approvals Engineering Dept 06 p o rf Fire Dept -p 2 L`7 Ord of Iftalth r) .200L361y 3g��Pn�S ;, f Town of Barnstable :. Building Department - 200 Main Street BAMSTABLE. • Hyannis, MA 02 601 9 MASS 1639. (5081862-4038 rF0 MP'�A Certificate of Occupancy TEMP C00 Application 20061279 CO Number: 20070225 Parcel ID: 266003 CO Issue Date: 09119/07 Location: 91 OCEAN DRIVE Zoning Classification: RESIDENCE B DISTRICT Owner: CSJ REALTY CORP Proposed Use: 648 MAIN ST OSTERVILLE, MA 02655 Gen Contractor: GIATRELIS, STEPHEN Permit Type: RES TEMP CERT OF OCCUPANCY 106 CAPE DRIVE MASHPEE, MA 02649 Comments: TEMP CO ISSUED FOR 60 DAYS. EXPIRES 11/19/07. pokli � Building Department Signature Date Signed . tN TOWN OF BARNSTABLE Building Application Ref: 20061279 BARNSTABLE, IssuerDate: 06/15/06 Permit 9 MASS. �p i6g9. Applicant: CSJ REALTY CORP rFp MAC s Permit Number: B 20060439 Proposed Use: Expiration Date: 12/13/06 Location 91 OCEAN DRIVE Zoning.District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 266003 Permit Fee$ 1,640.00 Contractor GIATRELIS, STEPHEN Village HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 400,000 .Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND RECONSTRUCTION OF SINGEL FAMILY DWELLING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A .; CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CS] REALTY CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 648 MAIN ST INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: DB Building Permit Issued By: AJ u' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY;,STREET,ALLY,OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY'OR'PERMANENTLY. ENCROACHEMENTS ON.PUBLIC-,PROPERTY;NOT SPECIFICALLY,PERMITTED'UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR.ALLY`GADES'AS WELL AS DEPTH AND10CATION OF PUBLIO SEWERS MAYBE OBTAINEDFROM;THE DEPARTMENT,OFIPUBLIC WORKS. THE ISSUANCE OFT I HIS PERMIT bOES NOT RELEASE THE APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLI eSUBDIVISI6N RESTRICTIONS" MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE'REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). �.�' i�' ✓ 3x r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 Gop=r r 2 ate rti � 2 DID 3 ,p� _ f`(—D `7 1 Heating Inspection Approvals Engineering Dept AA ® Fop- �d o� y 7-C—H � K e�6—o M F��c—c S co ' C-06 so OFF-S ����. Fire Dept elll I®� 2 car. 'J o rd of alth 3 gQdruw S. \;� �� �� �' . . ;?g - �� �, �. 1 �� t..a. .e CAPE & ISLANDS ENGINEERING SUMMERFIELD PARK 800 FALMOUTH ROAD,SUITE 301 C r to r: ( t✓.,!F"' LE- MASHPEE,MA 02649 } (508)477-7272' FAX(508)477-9072 r,SE10 20,.. 'P1 ��: 3� 1 September-18, 2007, Barnstable Building Department 200 Main Street Hyannis, MA 02601 ; RE: Map 266 parcel 003;'91 Ocean Drive, W Hyannisport, MA „ Dear Building Inspector: I have reviewed the installation of flood panels on the south-facing wall of 91-Ocean Drive, W Hyannisport, MA. It is my opinion the panel will blow out-and function as intended(friction by use of shims to secure panels),. . ce ely, _ o Slavins JPS/cma . Enclosure r,h .y ��.. 49 _ . to 4 3 q t OOC� L$ € T ■ F r r, " 2 Y k ,a 4 e s AW OR k` r P t 4 i t i i' r e k 4' s E 6 ll t 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLIOATIO14 Ma Z Parcel l/tJ� Application *2 p ,L Health Division Date Issued Conservation Division BUILDING DEPT. Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved'by Planning Board APR ®7 2016. Historic.- OKH _ Preservation / Hyannis TOWN OF BARNSTABL-E Project Street Address U r) I1 Y),s 00m Village (� I, Y� Q p Owner S-�-e r\� Q t Address l I co� Y- WeS`� ft V n �D Telephone y' Permit Request _h5t6i Raf c n 3� Q Sa1G r v� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District G Flood Plain Groundwater Overlay Project Valuatio 3) (�1�. oConstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use � APPLICANT INFORMATION�G1 (BUILDER OR HOMEOWNER) Name W�4 Ri5w�- Telephone Number Address75 klrhouth I6 JTE, b License#_� �� Mmhoee , mq U010q Home Improvement Contractor# Email Worker's Compensation #U5 i > T I ALL CONSTRUCTION DEBRIS RESU ING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i t OWNER DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL `PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. s uocuaign tnveiope uw:Lo4 i utLiz w4f-4uto-H i mi-urtu i c00 i t5AJ Solar s i r 9 - Property Owner Consent Form Owner: Stephen Giatrelis Address: 91 Ocean Drive Town: West Hyannisport State: MA Zip: 02672 Phone: 774 212 0066 I hereby give permission to Solar Rising Ile. and their representatives to pull the required permits for a solar installation on my property. DocuSigned by: 4/7/2016 Property Owner. Date The Commonwealth o .f Massachusetts Department of Industrial Accidents a 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavits Builders/Contractois/Electricians/Plumbers. TO BE FILED WITH THE PERNUTTING AUTHORITY. Avolicant Information Please Print Legibly Name (Business/Organization/Individual): , r R(S I Z01 dl -e r) Address: I i>9 N ywh City/State/Zip: `ti q Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1: a employer with VJ employees(full and/or part-time).* 7, ..New construction 2.M I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.M I am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. El Demolition 10 0 Building,addition 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5. I am a general contractor and I have hre te sub-contractors listedon the attached sheet. ❑ idh b h hd 13QRo6f repairs These sub-contractors have employees and have workers'comp.insurance? 6.F1 We area corporation and its officers have exercised their right.of exemption per MGL c. 14.[:]Other152,§1(4),and we have no employees.[No workers'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 is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:(�l/t Policy#or Self-ins.Lic.M( )3^,)V076S_D— I U Expiration Date: ( a I 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 MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification.. I do'hereby certify under the.pa. s andpenalties ofperjury that the information provided aa]bov(e is true and correct Si ature: Date: t ( Phone#: r 0 7qY—G/D9 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 Massachusetts Department of Public Safety t Board of Building Regulations and Standard: Licenses CS-088921 Construction Supervisor EAST iANDWICH, M4.8� '• .- . Expiration: ' Commissioner 09/18/2017 Of lee, of - 10 Park Piaza - S«ite 5- i'7(i i 0 :can.,-Massachusetts 02 1 �t i1ome Improve me Contractor Registration Registration: 175578 •i'�i n; SLIP"IeMent Caryl E;:piratio[�: 5/28;2016 SOLAR R�IS�ING lLL.C. 759 FALMOU i H RD ----------- -- ---------- Update Address and return card.Mark reason for change. Address Renewal '_:' Emj)loyment i_s Lost Ward )PS-CAI 0 50M-o4104-G�1o1216/� /ae C�oo�vnzaruoercl • o��. adoucr'tr�6e�16 Office of Consumer AtTairs&Business Regulation License or registration valid for individul use only Owl I l:1'GTC?;, befog the`exniratx,u d ite: 'if found return to: , ww-� Registration: 175578 Type 10 Park Plaza.•Suite 5170 �hxn[ration:. $/`JftJ�fl�lFj 5,:,��nlnm�nt(aa�-r} �.,,.:..., 1 s o. tiryry-�a. � M aP Us4V 1iY i��.1/1 YfL. Ai) - I Oi_Rr RISIHIG LLC. }VEAL HOMGREN, P.O. BOX 2623 �6t ti„dersecrefxrr Not valid witalout signature l • Rightfax CI-1 11/11/2015 5:02t56. AM PAGE 2/002 Fax Server [DATE(MM/DDlYYYY) CERTIFICATE OF 'LIABILITY INSURANCE T1.0460MIFICATE IS ISSUED AS'A MATTER OF INFORMATION ONLY-AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE NO THE CERTIF! IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the poiicy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in llau of such.endomemen s. / PRODUCER CONTACT NAME; PAUL PETERS AGENCY INC PHONE FAX 660 FALMOUTH ROAD (A/C,No>Eat): (A/C,No): E-MAIL - MASHPEE,MA 02649 ADDRESS: 28LBR INSURER(S)AFFORDING COVERAGE NAIL# INSURED INSURERA: TRAMI?LERSINDEMNnYCON(PANYOFAMSRTCA SOLAR RISING LLC INSURER 8: INSURER C: INSURER D: PO BOX 2623 _ INSURER E: MASHPEE,MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFY—THIS I%T0 H T THE POLICIES INSURANCE LISTED 6 D A E StrAISSUM TO THEWSUREDNAMED.AEOVE 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 6 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY.HAY£BEEN REDUCED BY PAID CLAIMS. Wen ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MmwokyYYY) (MMIDDWYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR, DAMAGE TO RENTED $ PREMISES(Ea occurrence) ED EXP(Any one person) $ PERSONAL d ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: " POLICY PROJECT❑LOC GENERAL AGGREGATE $ PRODUCTS•GOMPlOP AGG $ � AUTOMOBILE LIABILITY COMBINED SINGLE 5 ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accident PROPERTY DAMAGE $ (Per accident) UMBRELLA OCCUR EACH OCCURRENCE' EXCESS LINE CLAIMS-MADE AGGREGATE $ DEDUCTIBLE RETENTION$ $ A WORKER'S COMPENSATION AND WC STATUTORY OTHER EMPLOYER'S LIABILITY. YIN . UB-58677050.15. 11I0212D15 11)0212016 LIMITS ANY PROPERITOR/PARTNERIEXECUTIVE p NIA OFFICERIMEMBER EXCLUD E.L.EACH ACCIDENT $ 141300,00o ED4 (Modetory In NH) S.L.DISEASE-EA EMPLOYEE $ 1,000,000 B dundef escrD* DESCRIPTION OF OPERATIONS belowE.L..L DISEASE-POLICY $ 1;000 000 DESCRIPTION OF OPERATIONSfLOCA110NSNEHICLES)RE9TR(CTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERT[RCATB ISSUED T0'I7.1E C'6'RIMCATE BOLDER AFFECTINO WORKERS'COMP COVERAGE. THE INSURED'S MA WORKERS COMPENSATION POLICY AND ITS UMPIBD OTHER STATES ENDORSEMENT AUTHORIZES THE PAYMENT OF BENEFITS FOR CLAIMS MADE BY THE INSUREDS MA EMPLOYEES IN STATES OTHER THAN MA. NO AUTHORPLATION IS GIVEN TO PAY CLAIMS FOR SENB7TTS W STATES OTHER THAN MA TTHE INSURED HIRES.OR HAS HIRED EMPLOYEES OUTSIDE OF MA,THIS.POLICY DOES NOT PROV 13 COVERAGE FOR ANY STATE OTHER THAN MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED- BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL Be DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION&. AUTHORIZED REPRESENT YE I; FOR.CONSTRUCTION Grid-Tied Photovolt�iC SystE;m ShietList , —r®,®�� Sheet No. Sheet Title Ms c DC Ratin : 8.670 kW _ �I Pv.000 COVER ,ENERGY Giatreli;•,Stephen PWA01 SITE PLAN 106 Route 32,Sulte 10 91 Orean Dr Franklln,CT 06254 t PV-A02 MODULE LAYOUT Phdhe(860)535-3370 West Hyannis port,MA 0`1P72 Fax(413)683.22a5 ' Jurisdiction: City of Barnstable Town PV-A03 DETAILS PV-A04 MATERIALS GRID-TIED PHOTOVOLTAJC SYSTEM PV-E01 ELECTRICAL DIAGRAM 8.870kW DC @ OTC Scope of Work' PWE02 SYSTEM CALCS GIATRELIS,STEPHEN 91 OCEAN DR FIGS Energyshall lrstall a 8.670 kW Grid tied Photo%oltaic("PV")System PV-G01 SIGNAGE WEST HYANNISPORT,MA totaling(34)Sllfab E LA 255 P Modules tyitli(34)Enphase Energy General tJcttes: M215-60 21.1_S2243 Micro-Inverter(@),The Module;shall be flush M61UAted - 1. System follows any/all Fire Code Setback9 per Ordinance::of the CIO 02672 on theasphalVgornF.shingle roof and Intarconnectec via load side breakgr Of Bamsi@ble Town. Project#10340048 •.. _ connection. 2. All pFojeet9 will comply with the Ordm66ce9 of the City of Larnstable °gemN- Adry Walah` Town. paw—: Ash Bowersock 3. Coosttuctign Hours:7r m-8pm Monday"Friday,9am-8pm:aturday, veaeiouge{°. 1916-03-25 EgUipirint Specifications: No time on Sunday or egal Holidays. ='— Module:(34)Sllfab:iLA 255 P 4. Product Djta Sheets stall be included. �h`VISIpNS 5. Rgoftpp penetrations shall be completed snd'5ealed per aide by a Invefter 1;(34)Enphase Energy M215;6®=2LL-S22-I 3 ik By Date Ndtea Racking:UniRee SclarMount licensed�cgntractor., ._ Attachment Flashinfl:Eco-Fasten Green-.Fasten with 6. All 049igv6ltaic modul:s shall be tested slid listed by a re:ognized - CP-SO-Slotted and aluminum Flashing Iappraiory. p 7. Cerflflcatigns shall incl ode UL1703,IE061646,.1EC61730. 3, 8. A gontiniti?us ground s iall be provided for the Array and fc r all Phptg4gI?6ic Equipmet t a Roof Specifications: 9. DC'Wlrinq shall be run in metal conduit ar radeways within enclosed e, ° $ spapes In a building. - Asph1. A.6hRopf 2; 10 C@nduit,Wire systems and Raceways shijll be located as Jose as AspfialdComp.Shii igle AsfthalVCggrp.Shin[lie o ridges,hi t,and outside walls: 2"x 10"Rafters @ 2 x 10"Rafters @ Possl4le�t.-. 9 P .. 11 C00,0t between Sub,Ways and to DC Dolhbiners/Discor netts shal R 16"D.C. 16 e.C. Pitch:27' 1 Azimu h:177" Pitch:30" i Azimutr:267" use guidelines that mir imize the total ernountof conduit b) taking the ,r Array Sike:31 Modules Array Size;3 Modules shortest path, a.;. • } 12 Space,♦equirements f it electrical equiprnant shall comply with NEC ` 13 Equipment grounding!hall be sized in accordance with Table Site Speoificatio ns: 2 Occupancy:II 14 CQgneQtorp that are nc t readily acces$ibip and that are us ad in the y f g Design Wind Speed 110 MPH cirpuits g0.9rating at or over 30V AC or DC 56611 require a lool for ._, s'y' .4',' Exposure Category:C opening and are requiied to be marked"aoinot disconnect under Meah Roof Height::I5 ft logd'9r"Not for currer t interrupting",per 60:33(c)&(e). 2 Ground Snow Load:30 PS 15 All signNe to be placed in accordance Willi local building+;ode. s.� w Adj.Roof Snow Load:23.1 PSF. . - - 16 Signs 9f 131rectories shall be attached to th'e'_dlectrical equipment or a located adjacent to the identified equipment: 17 Signs-shoyld be of sut icient durability to WltnMand the em ironment. All Work to be iri Com Ilan a•with: P �. 18 Any Pla ques shall be petal or plastic wliff engraved or ma;nine 2014 National Eleeti ical Code(NEC)'.' pooled letters,or elect o-plating in a rod background with white 8 2009International Fesidential Code(IRP) lettering,aminimum of 3/8"height and 611 capital letters. 1 a e A P X 2009 International Euilding Code(IBC)' t 2012lnternatioftal Fire Code(IFC) j 2012 Uniform Mach 3nical Code(UM! ) w Not to Scale 2012 Uniform Plumbing Code(UPC) ..: MA 180 CMR,Jith Edition -Including 2/4/11 revisions to Taples•R0T.2(4)&R301.2(5) ` > �ry Y COVER ASCE/ANSI 7-05 M nimum Design Loads_for Buildin!Is and Other ; - Structures o- x As amended @nil acopted by City of Barnstable Tow i ( PV_000 i1 FOR CONSTRUCTION R.GS G�PN ENERGY 106 Route 32,Suite 10 ` G Fr 011n,CT 06254 Phone(860)$35-3370 _Fax(413)6834225 GRID-TIED PHOTOVOLTAIC SYSTEM ' 8.670kW DC @ STC GIATRELIS,STEPHEN 91 OCEAN DR WEST HYANNISPORT,MA 02672 (t)Driveway _ P.,roiedt#10340048 Adry Walah \ R1 Ash Bowersock \. Eguipmant.or Extarlor Wall: REVISICiNS \ \ (E)Utility Meter 1 Main Service Disconnect ` \ (N)PV AC D19donnept-UnFused # By Date Notes \ Equipment on InteMr Wall: z \ (E)Main Panel-P.O.I.' via t3reaker ' -- .\ g (E)Single Family Dwelling \\ (N)PV Array: \ x 91 OCEAN DR 34 Silfab \ \ SLA 255 P Modules (N)PV Array 2: \ \ 3 Silfe9 \ \ LL SLA 255 P Modules \ a \ Equipment on Intorlor Wall: \ EvipMefit SpQcIflcations: \: _ (N)PV AC`0ombinor Penel w/ \ Module:(34)Siifab SLA 255 P (E)Property Line (N)PV Prod,RGMater \ Inverter 1:(34)E_rtphaye Energy 1)1215-60-21_1_-S2T`IG \ Racking:UNRac SolarMount \ Attachhneht Flashing:Eco-Faster Green-Fasten with \\ CP-SQ•Slotted anal.Aluminum Fla shing RQ*f Spelrifications: Hoof 1: Roof 2: Asphalt/Comp.Shingle Arphalt/Comp Shingle SITE PLAN \ 2"x 10"Rafters @ 2"x 10"Rafters @ N Pitch,27° 1 Azimuth:'177° Pitch:30° 1 Azimuth'.267° \ Array Size:31 Modules Array Size:3 Modules F >E pV A01 NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES FINAL LOCATIONS TO SE DETERMINED DURING INSTALLATION s FOR CONSTRUCTION PV ARRAY 1 r,MEGHANICAI,LOApS PV.AkRAY 2-MECHANf@AL-.LOADS ,Array Area: _548.3 ft'. Total Photovoltaic bead Load: 3:28 per Array Area 53.1 ft'- I Total Photovoltaic Dead Load 3.33,p f, R.GS Array Weight: _1798.9 Ibs Avg.Dead Load per Anchor: 17.6 Ibs Array Weight 1 16.7__ i8 Avg,Dead Lead par Anchor: 22.1,lbs- G p 1 r^C7/'�V Anchor Qty.: .. 102 Anchor Oty.. 8 ,L'.IN G R,..�•7...T. _. " 106 Route 32,Suite 10 De jlgn Valuaa by Roof 2gne Desl n Velues3 by Roof Zone: Corner, . _,Egde Interior.. Corner Egde �__ Interior 9 - Franklin,El 06250. Max:UniRac Rail Soon: 48 In O.C. 48 in 0 C 48 In.OC.,,, Max.UniRad Rall Span: q8 In O C„, 489n q C 48 Ih 0-0. Phone(860)535-3370 '^ •• Fax.lal3)�a3 2224 . Max.UniRac Rail Cantilever: 16 In O C ,„16 in O G 18 ih O C; Max.UnlRac Rail Cantilever: 16 In.O.C. 16 in.O.C. 'I6 in.D.C.Ad usted Anchor Span: .... Adjusted Anchor Span: 32 In O.C. 32 in.Q.C. 32 in.O.C. 1 p 32 in„o C ,;32 In O C. 32InO,C;, ... .. ORID•TIgD ` Downforce Point Load: 2t3@ 6 Ibs 288.6 Ibs_ 2664 Ibs " DoWnforce Point 287 4 Ids 287 4 Ibe 287 4 I@.. ....... PHOTOVOLTAIC;SYSTEM .... Uplift Point Load q8 4 Ibe 206 4 too 116.3 ibs Uplift Point Lgad 20T.1 Ibe -207 1 Ibs•.,.. -171.0 Ibs f S)Rocf Obstructlona: 6:870kW QC @ STC • Vent PI a MlnlmumAnchdr Strength: - 4001bs .�:<. Minimum Anchor Shength -_ 4001bs. : P - OIATRELIS,liTERHEN Average_ YANNISPORT,M SaferyFeGtor p 17 - - - erage Safety,.Factor: 2 > 91 OCEAN DR Av WEST HYANNISPORT, A ,. -..-: .14 "'" 02672 ptojo #10340048 2z-6• RW-R, - Adry 1Nals ti'``'. z a Amyx; Ash BOwerso9K 6-. v6xe x m 2016 93.25 - _ - RirVISIONS ' ' - -'#I By Date 'Notes -----I -- --- "- —71L ---- --- --- ---- --- — -- j --- --- --- --- -- -- --- i - 10 T' I 28 _- N --- --- --- `--`'--- -------- --- --= ---1 r-s -1 OFt4q -- ass`-- _ - qc aNDR6w --- — _ ofSTERRHCHER w g N0.$2174"" w x (N)PV Array on Roof 1: N PFC/STBR� g 31 Sllfab SLA 255 P ModulesSStONAL 31 Enphase Energy M215.60-2LLS22-IG Mlcro_Inveders (N)PV Array on Roof 2: Asphalt/Comp.Shin8 le Roof 3 Siifsb SLA 255 P Modules w m 2"X 10"Rafters @ 16`O.C. W- F 3 Enphase Energy M215e60-21-1--S22-IG Micro-inverters D1911el1y 119n@d by Anur O;t nelcher,PE Dater Z016.04,0109:584-0706 Pltch:27" Asphalt/Comp.Shingle N Azimuth:177" s 2"X 10"Rafters @ 16"O,C. z y Pitch:30" UnlRac SolarMourd Mounting Notes: Azlmuth:206 • Integrated Full System Grounding and Bonding to UL 2703 it • Total Quantity of Attachments=110 Roof Zones are defined by dimension,a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail Is Ya the Maximum Rail Span • Racking and Attachment:UniRad SolarMount with Eco Fasten Green-Fasten with CP-SQ-Slotted and Aluminum Flashing attached with 5/16"x 3.1/2"Lag Bolt,Hex Head,18-8 S9 1/8 1-0 • All Dimensions shown are to module edges,including 1/4 in.Spacing between Modules required when using the Top Clamp Method. MODULE LAYOUT • The SolarMount Rails will extend 1.1/2 in.beyond the Module Edge in order to support the End Clamps. • UnlRac requires one thormal expansion gap(4 in.)for continuous sections of rail greater than 40'In length • Array Installed according to the UnlRac$olarMount Design&Engineering Guide PUB14NOV03• Attachment Locations,If shown,are approxlmets.Final adjustment of attachment location may be PV-AO2 necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION �34`pa,e2559 Rail&AnchorAsb ly RGS cPa ENERGY Y os • UniRacTap Olanp • UniRac tSolarMount Rail 106 Route 32 spite 10 • UnlRac§tandard L-Foot Frank)n CT Q6254 y5P �/ _� • Eco-Fa-S.Q.5 g1te and t Phone Fax(41316R3 2;250 S Pb�ted �/,✓ Module �'�� ,�- with CP SQ$lotted and - -- -: -- \,// Aluminum Flashing dRID•TIED � Rooftop G' % • (i)5l16"x 9/2"S.S.La l PHOTOVOLTAIC SYSTEM �p\f�9te aKeB Sheathing 18'O.C. Bolt with g=t/2"Minimum E#?dkW DO @ STC \uComp• x�p R 9 rSC� Embedrngnt OIATI2ELIS,STEpHEN psP�g 2 2,X�0�' 81 OCEAN DR WE6T HYANNISPORT,MA 02672 iytolect#10340048 Attu Mm@nt Profile Attu hmgnt D t� l "VO e" Adry Walsh .. _. -- am- Ash Bower9aC k $tale 3/4"=V-0" s Gxeo"D,e 2b16 03 25 • .. REVISION$ 16 MaX Roof Fretning PV Module Rgll Overhf3ng # By De113 Notes �- -✓/r 2 Roof Anchor I r �I�— endecapa:-4.9 In. 3 &Flashih E �' �' Tn l Portrait:-12:2 In, a 9 I .I Landscape;-29.31n. s a Anchors located �I III li I Portralt:-40.71n, on alternate roof I jj �I ti I� ,.�I. F,i� framing members 11 I 1.60 in. I ESN OFkgq$"L 39.0 in. 32ulOX, ANDREW Y 4 "Anchor Spec nT SolarMount RailT' ' ; unGnQ - OESTERREiCMER V AAo S i{ 1 i II +1 pole" p f No.52174 o eta fired Att�cm �it.D�ta �I� ^iC �F�rsTEo Nat to s 5ilfab C2 R� SLA 255 P sslONAL 65.0 in. 15 Max i LL Rail Splice Roll Overhahg I 1 c �I A - y W'_EBLug SS Washer L (alai nd Wire ® a Vut Unirac Rail SS Boll i tan f m M ule Cor ' o A D s ce ro od per 0 Minimum _ irriurn"' Stagger gpliR@ locations Min of 2 supports bong Side,A 8 1 In: 18:21n VARIES within the each row 4P modules on either side of splice Short Side',19.Y, 1 9 In: 7.8 In Ss Flat \/ - .1.. S:;Bolt washer — With amax spooling of 48" lop-stumps may be used on the sna l DETAILS Sides of the Module Rail Splice Detail t UL A ,roved Mounting Lacatlons Groundin Lug oat Rail Not to Scald. S Not W Stiles— Nit to scale Pv AO •. _. �.: a r... FOR CONSTRUCTION 1 Roolf,ones for EhOosed BUildings Z Suggested Bill of Materials, _ R�.GS �/ 9 NOTE':Materials Lis(0. palow?are subjec to change during flAb jnstallation. E N G R G t PART DESCR T19(`1 PART: UMBER QTY 106 Route 3a,Suite 19 - . M INt(�i11A1 Dr$10N 1.OA1T.0 PHbtoVtfttAlc MODULES .... ........ .. .. - FrbhkliD,eT 96254 €ICKAO Si ss P .. .... .....,'. ... '...... SLA255 p ........34....... Phone(860)535.3370 ...... .. :.,.:.... . ...... .... ..... ...... .... i ' Fax(a13)683.2225 ., INVERTERS - M-Fkure30.4-t .k'31 D Wi d PressurL . . .. . ... .... .. .. .... .... d FdpHP3e Energy M2 5-60 2LL-522-IG .... 60'21L 5..................IG 34 GRID TA D Walls&12dnfs ciciosed Builitill s - Enpnas Monimnng"""""""""' .. .... ......... . .... PHOTOV6LTAIC SYSTEM .... .. .. . .................... XAfNl 20 Envoy-SN/Combiner ...... IUMI iau.. ...1... .:..-.: ... ................... .. ............ 8.890kW DID @ STC * ... ............... GI TRELIS TEPH NOOF AMC111RT MATERIAIs ... +•. ..., ... ..., 61 DR enlHat 5biarrsouai na s&comr,00ertn. ...................... ..... - . . A H ANNSPOR E .. ..... WEST A .. ..... 1 . irine SNt bAIL16B DRK .. .. ..... 310}6b0 .......20...... T, NIGIENDCWMPDD➢KAL...... .•. .., 8026230 20 ... 02872 M ( Pfdject#10340048 `` -• g- BM�ND NIIDCWMP DK ORK 55 3026@9D 5a $SLICE OAR SER iATED DRK 1ff30}AD' 3.. � p AEI1y W81aM � + �FObT SERMTEDN/T BOLT,�DRK SB4001d 130 - t Ash BOWQE OG .. .:. 3.1/2 tag B dt,Hex Head,18-B 55 1611023 130 _ -- ♦-./� - d - S/SfiR11/4(ENDER NASHEA SST .. ...................... ...............+. ....... .. NI}}g F5 .................. ... EV SIONS k . '• ""'' � ANt:♦♦bRBRACKE�-'co Fasten Compre Ylpt '6q are_2'z2' Ebb CP SQ.51.[[d 110 ... v[ 6 k :n nash:n 8'x 12 - - Flat Roof. Hip Roof(7° <U_<2Tj g .. In9m M Ste BI ck ECO GFi BLk 0812 ..110. $ By D8I9, Nc(ae L .......................... . ........... ........ EIEC']NI(i}L®AWNCE OFS'STEM -' •.. ...... .... .. +. ... .........+.........: .... "' MI2rd IrtU rt A nh Tenin .•. ). ... ..... ....g � . 2V tal[ P@f Fn a..... .. :................... ..... ................. i ... ... ... M .. 4 .. ... ..11{ 9 0 .. ....... ............ .. ... ....+ ... .. 6 "� Fdph➢ Cabl W _I'p [T ELId-01 160 ............... ...... 0129190 �i - - - a`w'• ". - MItNO MNTeNDV OLT I/41N%3/455 60BD139 34 ....... ... .. .... .. ♦_y' ... \,;./ter.• _ [0 61 .}5 b P I ..cu t Breakers .... .... .. .... I berl6,Breaker(,j-THOL21201 GE WPE BR BRE(1KEN 20A/2 TkG�120: 3. v A[Blsbp t d F 5............... .. .. ...... ... ♦ - y,,,^'• - t[RaN3322R I GE 60q 2P GD NON FUSIBLE¢gFETY SWTICH 240V TGN3322R 1 .. . ...... . ... ..........+ .. t�l(a 4TERMINAL iROUND BAR KIT GgtGka 1 Gable Roof(A<7°} Gable Root{7°<g.<45°) Gred d'g W reandG�aa„ . . $ - GR[IUND re i119a0611) WfEet 6712 -y,.,,.,. ............... ................. ..... ..... K o,111tft(9T z9tSCS - M End Zones WI yElectron:cs Ac ne Cable C.:Psfo...............V .- Comer Zones o - Sfi10Detk P..Roof.. ......................w/Dua.Gmdl0g6 DIM II SB]B6 2 WrA-'AC.s 4➢➢M.tna. ato!➢:hwilrbh-hnra 4kA-.M.S. .:: ............. _ ..... '................................... ...... .+ ... .................,.. ...... .... ........................... .......i.................... -. .... ..... ...... .................. w_ ...................................... .. .. .... .......... ........... t➢rMgS: w➢as xl'wn aitieal+Fliba mxrcBalroa:x Knaix.#SMa.YE'+A.aure Sl,�T1'Fs39h(H.i,a:}Adwtepu,:;:a e!tmH'a1ud.•UrA1;S'.y➢w:➢;w1 .::•. ...................................... :............. .+............. ..... ..... .................. Z' eAw An!'Rrin'Sfi'+I6'ra;iiRiadY 1an,a ismnrrcAin tarY+fltd ryAdA1M➢ryTmmL{rL zyiR:➢en ........ .... .. ...... .. ....... ?....... ..... .. .................. 3, Pq.rhEp rcrh wdh A,.75•;Arxrr�MaU h..vcuzk -✓e'aa2. .,:,;'::.... ........ ... .. ........... 4, "'w elru apW-0 a arA➢k;w•geri uv—,Sv➢a,yxaua lwty inre:}m;laxA,+.n:1%+ai:t Nxc Ali4 vnE:r ikun'Ralstt.,wia,:SUSS 4„-p ... .'............... ..... ...... .. ... efFTcr We>zsaa rtxsn. ...:_ .... ............. SVata74crr:� .. ............ ... ... .................... ... ...... .............. iD i.cat.( Rt 4sriixtrani+z ASin itrD,4h r tl._ +crs.rrn x....:n am,Rw' •tu : lex i'r aums:ll d'..gearcAt RM 9. Whey aN.,V tha«. .t#P X:at anx ..Wnt�tratwt ........................ ......................... .... ....+::+ ................... ...... ... ........ 1 n ID.rlry A :. ...i.... rK sxa zcvYsi ,'m irk;(pmtcaA cxrop tt>.0 carPcirkt E2uR ha tacd fraawt A+.BCr.'ES W. QA�4r9'nnc•W+ac(rtew+➢F9;arutnaGted-t7cet ., ,...,+:• .:.................. � +,+++...+....... .... .. ... , ........................................ . .................., ...... ......................,.................... ................. -` 4 Not to Scale. ...........+....... .. .................. ................... :. .:...:...:.. ........:. .. ................. ............ MATERIALS ...................I........................... ........... . ........................ .......... . ................... .. ....... .. ............ 1 V . ........ ........... .... ......... .. ... . ...... ......... ..........:: = A04 FOR CONSTRUCTION !�,►��r Noteg: WIRE.6GHEDUL6 WIRE$iZItYO, VOLTAGE DROP it `` 1. Ail eondult to use watertight expansion fittings. Tag Ground got berated Amapaeity, 75°C Len 2. All Rooftop donduit to ba a minifiLm of 1"above the 9 QSY Conductor§I;e&tyke Slit &;Ype Crfnduit (AllowaWe Amps k 1`emp,Derate x Fil1 DeFate) Ampbcfty Length V Drop RGS ropf 4urfabb, A 3 #12 AWG ENGAGE CABLE #6 AWG BARE Gu FREE AIR 36A X 0 82 2 60 A j 25.00 A N/A 0A1% J ENERGY 3. PV Connection into Load Centel shall 6e.poaltlpned at B g #10 AWG THWN 2 #8 AWG THWN 2 1 PVC 40A X 0 82 X 0 7 22 g6 A 1 35.0 A 35 Ft the opposite end from the Utility Input feeder "` 106 Route 32,Suite 10 locatlpn.(Wt ere applicable) 3 #8 AWt3 THWN 2 #8 AWG THWN 2 1 PVC 55A X 1 X 1 5t;00 A 60 00 A 50 Ft ............:...::..... .,... .. .... .......: .. ..... .. .. .. ffanklin.Q 06254 .. .. ... 4. All equipment to be ratgd NEMA3k unless.otherwise Pkdhe(860)53S•337p DC �_ .Fog(413)683•Z?2S noW. AC 1 S. Lowest expected amblent r,temperatufe base on Y GRID TIED ASHRAE min mean extreme dry'bulb temperature for - PHOTOVOLTAID SYSTbi ASHRAE lodetioh moot glmilar to Installation. MAIN SERVICE PANEL SYSTEM LABELING SPEC,€ICATIONS`- 6. Hlghrlst continuous ambient ternpbrature based on INTERCONNECTION Max DC Voltage(16 Cj 43A V DG Max Current 11 10 A B,87dkW pG E HE ASHRAE highest month 2%dry bulb temperature.for 120yo Rule 706.12(D)(2) ""'DC Opereting Voltage 30.6 V DG Operating CUPrent 8 33 A GiAg OCEAN DR HEN Utility Feed' + Solar§aoltPead ASHRAE 166666h most simliar to lhstallation. AC Nominal Voltage: 240 V ,Max AC Currant 30:0 A YAN H W 6T A 7. All condudtofe to be copper unldgS nbied othenNiee. 200 A +:40 A 0287= 240 A E PORT,M - 2 8, P,orlovetof @Bing shall Ilmlt Voltagd dfop to 2eA.DC& Pois Rating x :2p% ptolegt#10340048 1.0%AC(2%fdrEnphasa System@). ' _., ,.. 209 A x,120%,_ 240 A gse1auewi Adry YVelah' M xtlw€weni Aeh Bowargpck vspaou ije*e 2016-03-26 REVISIONS �BXTBRIQR • • BY-1 Date- Notes 240V:120V -t S _ 60ilt Phea@ � „a M p- a 200A I (E) IN)P.0,1.,via Breakef 20(A (N)Enphae ' SE VICE- Envoy.§NI/ DIEOONNECT k6metering end I Ili AC Combiner Sox i:.._ g XAM 1 712Q 8:870 kW Dr,(STC)PV System: NEMA 3R Encl. 34 811fab SLA 265 P Modules with (N AC @connect envdy .) DI s 34 Etlphaee Energy M215.60 2LL-§22•IG Midro=lnvertere aev eine,w` 00 A,240 vac E 200 A a Branch of 12 . - nr_ 3=Pale,NEMA 3R I `) MOVE EXISTING LOADS TO MAKE 8 l - ROOM FOR PV BACKFEED LL - BREAKER AT OPPOSITE END OF - 4-7 _ . 20A _ (N_)49A BUSSING FROM MAIN BREAKER. 2�A. Branch of 12 - I— Existing— _ 200 'A R6ted c.. S = I __J femaAs MSP X Breech of 10 ? GEC Ground S _ Not to Sc9le ELECTRICAL DIAGRAM A Junction Box PV-EQ 1 Rooftop Array „__- Interior Garage__________ Exterior,Adjacent Utility Meter Interio,MSP__ i FOR CONSTRUCTION R7���/�®,am MO)ULE SPECIFICATIONS TEMPERATURF4'` �G• S Silfab SLA 25 i P Ambient Low enSperature: _1B: EN GGY STC Reitln ; 255 W Height: 65.0 in... Ambient High jemppra)ure: 106 Route 32,Sults 19 ®.. ... ......... g 28."... f'fC Ratlnp: 230 W Width: 39.0 in Temp.R se far Voltage lb, atlpns' 31't .................: hohe(86 53634 ... .............. . V MP: 30.6 V - -Di pth 1.50 in. . Temp.Rise fc r Exposed Conduit-Q_R, 00 22 a; PFau 14131 66322261. 0 _ 1 nta 8.33 A - F rea 17 6 ft - V pa 38 1 V Weight 41.9lbs SYSTEM LABELING SPECIFICATIONS __fdRID TIEQ "" ' '• " " Max DC Voltage(-16'C):"43 4 V DC Max.Current 1.1 A h A P OfOVOLTAIG YST I s j 8.88 A Max Fuse: 15 00 A .... .... S " DC OperAng Voltage: 3Q 6 V DC 03eating Current 8 33 A H 6.06 W DC 0 STC�M Temp;Goaff (V OC)- 0.3400/. C " _ .. ................... . ......................... ... ....... .. �' AC NQininal Voltage:'2 GIATR US,ST PHEN - .. 4Q V� IAax AC Curre t 60.9�A _ 81 OCEAN PR — WESTMYANNIBPORT,MA INVEiti eR 1 sRS(:IFICATIONS INVERTER 1 CURRENTS' INVERTER I.LABELING SPECIFICATIONS 02672 Mez.DC volt i R(Of6it 0 10340048, EnpheS4 tergy )C Max Currerit• MODULE Isc x-.25 ge(-16°C): 43 4 y DC Max.Currant i1.10 A M215-60-21-S22-IG ... �NEA Adry WSlt;ti. ...... .... ........ 8 88A x 1.25 ..11.10.A .. DC Opea.ing Voltage: .DC Upeating Currdht 33 A..... Nominal V Ac. 240 V qG C,peratmg Current: MODULE Imp AC Nom nal Voltage: 2QO u Max.AC Curr rt: .,-30.6 A s Ash®oW91`9946 Max W oc. 260 W _ d 2,016 0 2§. ............... ... - Max W nc 215 W ••.. . ......... ... "- ...... ..., ... ... : _ 8.33A ..... .... INVERTER 1 VOLTAGES ' 8.33 A So irce Curcent,I ae` MODULE Isc x-.25 x 1.25 fiV191QNS D Max.Volta +TEMP Startup Voltage 22 V £e MODULE Vpc x TEIy1P DELTA.- COEF Voc 8.88A x 1 25 .. 1 25 - 13.88 A Mln V pnr 16 V .............. ...... ( ) 38.1 V x i t x 0,0034 � 43.4 V O tput Current,I ae INVERTER lac I INVERTER QTY x 1 25 p: ...... .... .... ..... .. Max V MP: 48 V C,Ope ati g MODULE Vfnl� ey Oeti3 Notes 0;V >< 1,25 x 34 - 38.25 A - , Voltag Max V Ot: 48 V '- 30,6V30.6 V z Max I Or.' 15 A s Max.I AC: 0.90 A .... .....GfcC ano Efflgl � Y 96.5 8 x 8 � r 5 Not to SOale ELCCTRICAL r~ALCS PV-E02 FOR CONSTRUCTION -�--i RGS CAUT"IOW SQLaA'R ELECT°RI - E,NF:RGY �— CYSTEIVI" �IIrIVE -T D lashiouto82,suite 39 ,I" �/yam' J 44011n,CT 004a �. • OM1 O D peg r(X • Q • Q - NEC AR1daf IBU,10 A 4Hb.17(8).I:NT11.b00•bb418 hFCRH(E800)535.3499 W VJiJ PROOIICnON I NE T@R T MC@,(GAIN BERViCH O19CONNBPT MR(.4B)68g,122§ RE J.ECTNEMATERIALRE4UIRED tiIRIDrTIED CDN6UtT gACEWAYB EV,PRY 10 FEET OR LE08 �''''"- - TL!IM D 0 pmcft6 6LTAIc sY IM ikillkW PC Q OTC p . A D „ OwmEL-IE,ATEPHEN 91®CEAN RR NEO ArBNn O®O,jQ(E)(2) rl7lstlb caaAA' W98f HYANN16PORT,IAA T �� a "—j PfC bbt#10341)®9FI O O O �q Adry W411.0 . � AM®OW$rpok PHOTQf.YQLTAIC.,"* MCIRCUIT18B Git)sDD yGra®xba€ 301"3725 "NEC AnIeIx9086:fO888V•{SlE) I XTH;tlSB•OU79T - - AC OISFONNHPTO . T NER AnionYotlAgjD)ftl1800P BA I F1TH 300tl05OY . - SPEa&R PAND68 v,_ R�V1619N& " i� ®y Dais Not@®;.. 11�VVAlRNIN(41 r "_�� INv pTLE OUYPur CONNEiT N,k Iib�rY 1 I + RE4Q!iAT81hi90v@R li DilFiN?DItVICkt • •�/• S •� .. _ � 'NEC ARk16900,1dipl tl)(0 XTd'9QA=GOBSD -.. 9 - OREAIC€R r 3f1:E A 240 V' - - �® :It�i�MEAL -I�QVV R'yiiilr�CS NRC ACIolae ab0.E40 fig P,18tEJ I M]Yl,BSB+bbA9O '," � INVERTER IAA PI@69NN0CT lBP.CS,1,tD#SURGE 18 PR0TPj0hTAIai IiiiiTtM . NIX AN1tlfAo 700•ti•iD110�A 0000H N 0110040.40 a PRQDIICTION/NET ME'7'HRP,OR@R PANBLII, . " I E ECTRICAL SHOCK HAZARD WARN s r --—� TURN OFF PHOw i T �U 2 IP'A GROUND RAUL71S 1N 160ED y. 0 0 0 [i,�l y n I.SC6!4.,, . T R(RIOR?O NORMALLY GROUNDED CONDUCTOR$ AC. � OUNDEDANbBNER01ZEq p �Ai��A D MAY gE UOR _ ' � � " "'NECatXtle e90.B1C1 I N7tt1000 Otlaba - NEW MIWe.t(B:27(el nTN.6@D�PA09 A • OTRINOINVERTORA;PROP OTION I NOT MOTIRP, COMEINER b0%E0,EMT BNPLO PRe RRCAKD(5 PAN6LO, D D O bgEAKER PANELS MA(i1 HEkVICE D18PD�NEWr ,:•'. NECAHICIdbODbBIC)IMTD:00O•bbAT4: REFLECTIVE MATERIAL REOUIREQ ^� ryARlp gNV7D6WN DISCONNECT,MAIN 00RVICE DISCONNECT WARNINo' i WARNING ELtdfRICAI,"PICK HAZARQ I ELECTRICAL SHOCK H RG 2 THIS bL'CON9119TOR8 OP THIB. 2 DO NOT YOU,H TERMINALS Not 10 60919"" PHOTOVOLTAIC SYST9M ARE UNOROUND6g 7ERMINALB ON EO(N IAjg AND l AND MAY 8@ ENERGILtl SAD BIDES rAAY SE ENRWIZ$® SICs'It�AG JJJ IN THE qP@N P!�$ITION REQUIRED SBD:JB(P) UNDEEBS-OOE80 -"NEC Amda BHD.f7(D) I D, A90-0SAOY REGINOR0 ORIINOROUIT ONCLSTEMS - CDMOIN 13 EMT ENOLODURRb AC'A GONNEONNECTO, • - OOMEtNOR BO%E@:CONOU170NCL000AES, - B9RAk�R PANELS,MAIN 04RVIC00lSOONNEOT- 60 INSCONi OREAKER PANELD V-go 1 FOR CONSTRUCTION `4it4 Grid-Tied Photovoltaic_ SystemSheet List =r®,a DC Rating: 8.670 IcVV Sheet No. Sheet Title RCGpS�+ PV-000 COVER ENERGY GiatreliE•,Stephen PV-A01 SITE PLAN 106 Route 33,Suite 10 91 Ocean Dr Franklin,R 06254 PV-A02 MODULE LAYOUT Phone(860)$35-3370 West Hyannis port,MA 02+17 PV-A03 DETAILS '" Faa(413)683-2225 — Jurisdiction: City of Barnstable Town PV-A04 MATERIALS GRID-TIED PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM 6,670kW DC,@ STC Scope.of Work: PV-E02 SYSTEM CALCS GIATRELIS,STEPHEN RGS Energy shall irstall a 8.670 kW Grid-tied Photon oltaic("PV')Syste: PV-G01 SIGNAGE 91 OCEAN DR totaling(34)Sllfab 1 LA 255 P Modules with(34)Enphase Energy General Nples: WEST HYA 2672 RT,MA M215-60-2LL-S22-l3 Micro-Inverter(§),The Module::shall be flush tridunted 1. Systern follows any/all Fire Code Setbeckh obt Ordinance::of the Cit` 02672 on ttiffasphalt/FpmF.shingle roof and Interconnectec via load side breaker Of®am Protect#10340048stable Town. � - � - - r connection. - 2. All projpets will comply with the Ordin9ncbs iif the City of f-arnstable eauoeFn: Adry Walsh, Town.` nemevfl+: Ash Bowersogk 3. Cgnstruption Hours:71 m-8pm Monday=Rriday,9am-8pm:aturday, samowoefa 2016-03.25 �quio rient Specifications: No t rn( on Sunday or egal Holidays. d 4. Pr uet Data Sheets stall be included, REVISIONS Module:(34)Silfab:itA255P 4- Inverter ti(34)Enphase Energy M�15fr0-2LL-S22-13 5. Rooftop penetrations shall be completed and sealed per atde by a BY Date Notes Racking:UniRoc S,cfarMount licgnsed contractor. ., 6. All Phpt©voltaic modul-s shall be testda an tlisted by a re,:ognized Attachment Flash(nfi:Eco-Fasten Green-Fasten with CP-Sn-Slotted and aluminum Flashi(13 laboratory. 2 7. Cartlfications shall incl ace UL1703,IE061646,IEC61730. 8. A gp[itinuous ground shall be provided fsr`thtt Array and fc r all Photovoltaic Equipmer t, b Roof SpeciflSrptionS: 9. DC Wiring shall be run in metal conduit of raesways within enclosed YA ', •' spaces in a building. , s Roof 1: Rogf 2: - - t g Asphalt/Comp.Shingle AsphAt/Comp.Shingle10 Cq)coif,Wire systems and Raceways'shall h3located as dose as 2°k 10"Reftars @ 2"x 10�Rafters @ po§ripld to ridges,hip<-,and outside w(3113. �y 11 Cpfldul1 between Sub.Ways and to DG G6'Miners/Discor nects shal 16,O.C. 16 ©.C. t* •`n Pitch:27° ai u h:177° Pitch: Azimuth:267° use gyfdplines that min imize the total fiin0unt of conduit bt taking the A m c 1 H.�0` I sh rtesj path.Array Size:31 MOdiles Array Size:3 Modules o 0 ; G 12 Spang Requirements f x electrical equlpiflor>t Shall comply with NEC E Arll�e 110. Site Specifications: 13 Equ 2pnt grounding:hall be sized m er o ddnce with Table Q. Y "{ Occupancy:I I 14. C actors that are nc t readily accessible and that are us,�d in the a nn p. Y S Design Wind Speed 110 MPH [ — g SPa- circuits operating at or over 30V AC or 9C s�iall require a i ooI for „� Exposure Category:C o - Mean Roof Height::.5 ft pphing and are requited to be marked"Bo ndt disconnec:under g load of"Not for currer t interrupting',pet 690:33 c 8 e. s Grountl Snow Loed.30 PSF 15 All 8tgrlage to be placed in accordance Withl6cal building+:ode. Fi Adj.Roof Snow L031:23.1 PSF 16 Signs Or Qirectories shall be attached to 1h8 electrical equi 3ment or Iogated adjacent to the identified equipment ' 17 Sgns rJiguld be of suf icient durability to Witt stand the em ironment. A r 1 E All Wofk to t�Q it Com Ilan e.yrith: P c - - 18 Any pl?ques shall be r ietal or plastic Wilk efitiraved or ma shine t i 2014 National EIapt ical Code(NEC) printed letters,or elect o-plating,in a 668 bacRground with vhite S ;y A$ 2006 international F esidential Code(IRG) - lettenn�,a minimum of 3/8"height and 611 6apitat letters. > ati w�' 'l 2009 Intematipnal Euilding Code(IBC) a , 2012 Internet! pnai Fire Code(IFC) 2012 Uniform Mach mica)Code(UMC) Not to Scale 2012 Uniform Plumbing Code(UPC) MA 780 CMR,6th Eiition COVER -Including 2/4/11 revisions to Taples R301.2(4)&R301.2(5) ASCE/ANSI 7,05 M nimum Design Lgacts for BuildiniIs and Other - Structures p. As amended @nil at opted by City of Barnstable Tow t t a r PV_0 w O owns: .,,•...,,, ._ ...- ;::+...ey.,. -FOR CONSTRUCTION `pi" (�C� R.GS G�p,N ENERGY O 106 Route 32,Suite 10 C Franklin,Cr 06254 Phone(860)535.3370 m Fax(413)683-2225 ._ GRID-TIED PHOTOVOLTAIC SYSTEM 8.670kW DC @ STC GIATRELIS,STEPHEN 91 OCEAN DR WEST HYANNISPORT,MA 02672 (E)Driveway / _ P.tolect#10340048 , / \ DI.-E.. Adry Walsh Ash Bawersock o.Ta 2016-03-25 Egtaipnierft oh.Exterior.WAIL' -. R8VISIONS " \ (Ej•Utilily MeterI in Service Disconnect - �--•-�—' V AC D -\ (N)P Disconnect-UnF 'used # BY Date Notes \ ... _ -. .. Equipment on Interiii'r Wall: \ \ (E)Main Ser416e Pa net P.O.I.vla L3reaker77 \ r _ g (E)Single Family Dwelling \. (N)PV Array: \ x 81 OCEAN DR \ 34 Silfab \ \ SLA 255 P Modules \ (N)PV Array 2: \ \ 3 Siifab \ LL SLA 255 P Modules \ \ \ - Equlpment on Interlor.Wall: \ IrgUiprhdht SRCCifications: \ (N)PV AC Combiner Panel wl \ r Module,(J4)Silfab St 4 255 P (N)PV Prod.RGMeter InveRar.t:(34)Enphase Energy 14215-60-2LL-S2 =I�' (E)Property Line \ \ Racking:UniRac SolarMount \ \ Attachment Flashing:Eco-Faster Green-Fasten With \ CP-SQ-Slotted and Aluminum Fly shing Roof Soddifications: 1 25 Roof 1: 1 Roof 2: Asphalt/Comp.Shingle A:,phalt/Comp.Shingie \ 2"x 10"Rafters @ 2"x 10"Rafters @ N SITE FLAN 16"O.C. 1E"O.C. - \ Pitch:27° 1 Azimuth;'177° Pi ch:30° 1 Azimuths 267° \ Array Size:31 Mo_dules At ray Size:3 Moduia$ v' E NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV-AO 1 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION s FOR CONSTRUCTION �_��II/—_ PV-ARRAY.1 _MEGfiANICAL.LOADS...___.. PV ARRAY 2•ME.CHA 1@AL 60AD3 �aVON •Array Area: . 548.3 ft2 Total Photovoltai6 Dead L6ad:1 3.20 psf Array.Area _ 53.1:ft'_ Total Photovoltaic Dead Load 3.33_p6f, IR.GS Array Weight: 1761 Ibs _ Avg.Dead Load per Anchor: 22.1 lba,' ENERGY C[�F+V Array WeigfiF,,�7g8,g ibs• Avg.Dead Load.per Anchor: 17.8 Ibs G t V Gf�V i . Anchor aty:: 102. - Anchor Qty .. 8._. -.n.,. _ . D@sign Values'by Roof Zone Corner_ Egde Interior .Design Valstgs by RSo}Zone Corner _ Egde Interio[, 10Ffs^klln,Cl 0@g4 0 - Max.UnlRac Rail Span 48,I 0 C 48,in 0,C 48 in O C - Max.UnlRac Rail Span 48,m O C 48 m Q C 48 in O.C. Phono(860)535.3370 Max.UnlRac Rail Cantilever 16 in O C 16 in O C 16 in.O:O. Max.UnlRac Rail Cantilever. 16 in.O.0 16 in O;C, 16 In.O.C. - _ - - .,.Fax(413)683-2225 ...... ............... ... . ............... ......... .. Adjusted Anchor Span:,,32 iOC.... ..32 in.O:C. 321n.O.C. Adjusted Anchor Span: 32in...O.0 32 in 0.0 .32 m.. O.....C...... GRID-TIED - Downforce Point Load: 28 .S Ibs 2885,Ibs,.;, 288;5Ibs PHOTOVOLTAIC SYSTEM • D6ivnforce Point Load 267..Ibs ,.287 4 Ibs „, 287 4 1bs ,. Uplift Point-Load 8 M7 1 Ibs 207 Ibs_. -191 0 ibe (Ej.Rooi3Obstructlons: UPlift Point Load -208 41bS.. 206.4 Ibs 170.316s .Minifnifin Anchor Strength - '4001be_ _.-` • .Vent Pipe"'__.r - Minimum Anchor Strength. 400 16s OI N B:6fOkW DC @ STC -- -'= ATRELIS,STEPHE Average Safety Factor 2.17.., Average Safety Factor. 2.i4 91 OCEAN DR WEST A YANNISPORT,M i 02672 ^ _ -Project#10340048 .. 2,.tl., poem"ea, Adry Walsh 2' - nrn Ash BowersoCk _s ae•0^ 12,3• ...REVISIONS" BY .Dale,I Notes ------ aBA" --- L-- -- - -- - --- -- 99 a f --_ -------- --- --- -------- --- --- -- -T--- 7,s. �µOF1g1 ( 39 B" ; ". ArtDREW q -- --= ———. -------- - V. , 8 q No,52174 IN)PV Array on Roof 1: -- N • yO,�FG/STEREO 4� g 31 Silfab SLA 255 P Modules SSIONALE ' _ 31 Enphase Energy M215.60-2LL-S22-IG Micro-Inverters (N)PV Array on Roof 2: m Asphalt/Comp.Shingle Roof w 3 Silfab SLA 255 P Modules w . 2"X 10"Rafters @ 16"O.C. t 3 Enphase Energy M215-60-2LLS22-IG Micro-Inverters Dgedigsier;!d by And—Oeae«emhec PE LL Pltch:27° Asphalt/Comp.Shingle Date:2mao4.0109ss:49•o700 Azimuth:177° S 2"X 10"Rafters @ 16"O.C. z P,itch:30° UnlRac SolarMount Mounting Notes: Azimuth:267° •' Integrated Full System Grounding and Bonding to UL 2763 3 • Total Quantity of Attachments=410 • Roof Zones are defined by dimension,a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail Is Y3 the Maximum Rail Span + • Racking and Attachment:UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ•Slofted and Aluminum Flashing attached with 5/16"x 3.1/2"Lag Bolt,Hex Head,,18-8 SS 1/8 1'0 • All Dimensions shown are to module edges,including 1/4 in.Spacing between Modules required when -- - using the Top Clamp Method. " MODULE LAYOUT • The SolarMount Rails will extend 1-1/2 in.beyond the Module Edge in order to support the End Clamps. • UnlRac requires one thermal expansion gap(4 In.)for continuous sections of rail greater than 40'In length • Array Installed according to the UnlRac SalarMount Design&Sngineering Guide PUBI4NOV03 • Attachment Locations,If shown,are approximate.Final adjustment of attachment location may be PV-AOZ necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION R.GfS Rail&Anchor Assembly ENERGY ��gndacgP �/� . UniRac Top-Cl@mP • tlniRac$.olarMPUnt Rail 106 Route 32 Suite 10 �.--/ • UniRac Standard L-Foot Franklin,CT 06254 . Eco-Fasten it@en-Faste t Phone Sip Fan(413))53-3370 2 att /�✓ Module / with CP g0=SJetted and _-_ pow � Aluminum Flashing GRID-TIED M - 1e O G• Rooftop . (1)5/16"x 3-112"S.S.Laq PHOTOVOLTAIC SYSTEM / 1r9�8 cep O.G. Bolt with2-1/2"Minimum Sheathing �yCd�16 Embedment 8.870kWDC@STC �,k.yttg OIATRELIS,STEPHEN PISP_ 2,X10 91 OCEAN DR WEST HYANNISPORT,MA 02672 ,ProleCt#103A0048 Attachment Profile Atte�hmnt Detail °°`° Ad"Walsh naNeNaa Ash Bowarsock 0... / 1 SCdle 3/4"=1.0" Scale,;.1 =1'-0" "aas�o oas ,2016-03-25 REVISIQNS^ 16 Max Roof Ffaining PV Module Rail OVerhahg # By Date Notes —� ? ',I E Landscape:-4.9 in.Roof Anchor --,p �j t : ,4 Portrait:-12:2 in, ' &Flashing L J - „ Landscape:-29.3 in. 5 Anchors located t III Portrait:-40.7 In. - onalternate'rcof j1 III? ti� r21i framing members P I J 11w 74 i ��ZNOFMq I 1 1.501n �I I Yj r J 39.0 In. 32 Ma%_ oun ANDREW SolarMt Rail n AnchorSpx n oES�TE�RREtc�HER g Sta "ered.Attachment:D� - No 52174 Not to Scala Silfab T - y+7 PFGISTER� �� j SLA 255 P i �SSIONAL ' m 16"Max 85.0 in LL Rail Splice R�all-Ov—arfi�eii{'g W=EBLug S;i Washer _ L Grot nd Wire &Vut Uuirac Rail - -1 SS Bolt B _ A r EDWaruc6 from Module Corner o mum Maximum' Stagger splice locations Min of 2 supports Long Slde,AIn. 16.2In. VARIE$Short Side`,a1n. 7.81n. SS Flat within the each row of modules on either sldQ of splice \/ Washer — ,I;Bolt with a max spacing of 48" •Top-Ci®mps maybe used ori dV 'thedShort - DETAILS Sides o/the Module - Rail S, lice Detail uL Approved ons. Grounin� Lug ��t Rail T p.roved Mounting Locati Not to Scale 5 6 T p`, q Not to Scale C wt to scale f" V-A03 FOR CONSTRUCTION 1 Roof.Zones for_E0 1osed Buildin s.: ( Suggested Bill of Materials, RIGS NOTE Materials Listed P&W are subjec to change during final Installation. ENERGY PART DESCRIPTIO - PAF 0 BER TOTY _06 `32, . MIT4(Aal1A!f1!'-SYC.N I,l)AfiS PHOTovdLiAlcNtooulEs ........ ...., .... .... °.... ..... .. ...... .. ... ... lOFr nklin,CT 06254 0 .. ........ ... . ...... ......... SILFAO SLA 266 P SlA a3B P 34 Phone(860)535-3370 INtleRi€R3'......... .................... ......... ...,. ... ....... .. .. .. .. .... .. ....... ... .... ... 2225 6t114. .............. ... ... .. ............. .....:.. .:-. ..... .....E. ......... _ '-_Fax(413)683-,..:. ttgure30S-t - ..IxWguWindt`t'useurr�' EnpnseE�e�gyMzss'o'iCisizlG '"":.... . .... ..................... ..... Mai?,aoil�s4zl�.... ... ...aa ... GRID-TIED ...... Walls Rt Roofs ..... ........... ... .......... . . .. iaclused Bund41>"a @n6n _Mcoi-Mg ......... PHOTOVOLTAIC,SYSTEM .... ............ .......................................... .. ... .. I(AMI72D 1 Envoy S w/Combiner )fAMI.1tD. ..1... u .............. ... . .. ... ..... ..... .. . A7RELIS,STEPHE .. .. ... GI N 3 '�. ROOF MOUNT MATERNIS :• r' 91 OCEAN DR U IR 2S61arMount Ra s&Components - ...................... .................... ..:................. �! \ '• 6M RAIL 168'DRK .....:........ 31010BD ................... .. WEST H , A .... . YANNISPORT ................... SM ENDCIAMP DOFKAL 36i023D �� �20��� OZ672 M {{{ .. ..... _ Project#10340048 '•- +'— - SM BN..MIDCtAMP DKDRKSS,I.............. .......................... .... 3030aBD. .... 68 ... o n. _ LICE RAR SMATED DRK 363018D 10 Adry Wal$h MounOn B ack- .. ..... m c g.. ... Dam Ash Bowars9ck .......... ...i... L FtlOT SERRATED N/T BOLT,DRK 304061n 110 z ... 2016-03 26 lag B It,Hex Head,18-8 SS 1011021 no � / .. .................. ......... .................... ..... .. 5/10>il1/4 FENDER NASHER SST WSIBFS 130 REVISIONS i " r�r \ - ANEFiOR BRACKEF :�Farten Compre On Ply[¢ iq are_2'x2" EEO CP SO 51....d I30 .. _. FLgSNING Eco-Fast:n Flash ng 8"x 12'AIHn1 BY -Matte Black E00 FiFi BkK 0812 110 # BY OetB DN Notes - Flat Roof Hip Roof(7' <6 c 27") .... ... . .. .. .. ... ....... . . ........ ....... '- , ELECTRICAI:BAL4NCEOFS STEM - - - -- -Mlct Ifi4erte..Access.ie5 , ,............. 0 ).............. ........ Egase Engage Tuk Cable 240 neor 4D01 43 I ........ T 3 .. ........ . ...................... .................. Ep 5 RCP ............. 9 ... ..... .. A81 .. .... .. Wire-hp TCIP-01 160 ....... ............ ...... - .... `„ t �, 7S I 4., I/4-Y65erated FWn;e Nut 3/3 i 0129150 34 — SNOT-I OLT S/4INK 3/455 0080133 .. X . y ...... ....... .. .... ..... '•' ,��,.r COMBine'f Sub-Panels.... r uitBreak cers IISV@ftdr Breakertsl THOL2120 I GE TYPE @R BREAKER 20A/2 iHBL2126 3 AC D 5--finects and Fees �l J �°f' �. ",dy \_\._. TGN3322R I GE 60A 2P GD NON FUSIBLE SAFETY SWTICH 240V........... ... ..... TONd323q .. ............... '��.. .f - rtGKa 14TERMINAL S0.0UND BAR KIT §ETGK4_ 1 s Gable Roof(8<70) Gable Roof(7°<®<_45°) GOD l„�Wi,eandG nd R ... ORBUND WEEBLUG t11980011j... " I WEEBL-6:i•1 2 ti - .... .. ............................aCl ...... ..... .... 36 ... >e Int n67 Z neS Q En4 Zones W116P hleRronict Ac ne Cable Clips for PV Wirt ,. .. ACC PV .13... e' o Comer Zones c - .�. S0180ack PV Rooi M r[Encl w/Dual Grnd lug_6 DIN Rp l SDjBS- 2 - iaMe.Zvn111MA'+(;,r:aa. M::Nt:M+i:ytptf•hme9 Wgq.tea'.§:}. ,.:.....:.. .::................:...........................................:.........::.................................:................ - - N -.:...........::...............................................:r..,...... ..............................:..:.............................:....................:.. w C. Crc»aYitx atxu'xn we sirpleai bnrmaltaruy yYifLpt,g1M4A'txivYfe Ft,uii+95flf"Jsi�.Adjuit 4r K41Ra'Klm3ittuua m;ng llµu;it'v:vf ,�.:• .................. ............. .. ... ...., .............••.. •...... ..... ......... .... ................... a. 1'E.Z tlq n[jF4Ya 6!b iF!lnBN Im,„4nt-e4 e[t3g640ivant AIM a4My b0M 1)K kli(facAsYt S rT�•Sii'pj}•. .:. ....................... ......... .•i:. .. ..•. ..........•. $, i'tf hfp MTfM1¢vith fla9'S'i Ygtw Salx.4lBein:ri%s%»¢2.. - <: i*r elrkaur,sniDS dr 4tety�.v,Nu+z 'rn.raFit Ins'i$•r.rote. IKcrA.r,.hKisi?c owe t3rc xM+e c.sE - '.rP I,F++er ..:............ ......... ..................................°..,................../yt ........ .. .... ..........u 'Fw; - rtaxteii.wttk l .. - ...`- effee{m sJiml.4se•T.. - ...........:........ .. .. ...................... ........... .,a dqy;creep+ul'Ita+tbelrYiunnt.Ynpeauif^n ntAsty.NueF.c..kr l�rmac:.tr<n.n�+.BnF anon Nttitra:k yrlraai 9ofuaxial aLmn>tirn - ... . ... ........ ........... ........ .. .. }e'D?�r ........ . ....... ..... ..... .... .. rS A:...ekB rcot7.d N»in rDeaF�e:r:>).wxptnn:yve neltnf raAHte wag>•4rslwrylA€rm rat»< _ _ :...... .................. . ...... . .. .... ... .............. .......... ........ .. ... ....... ...... . ` ............................. .................. .....:........................................................:::.........::.................................;.................::,.,...:........................;..................... — _ :......:......................................................::::............................................i..................:.,,...;.............................................. Not to Scale ...........................................:...:......:. ....................,........................ ................. :....:..............:.........................................::::,:.....,:..................................,.................::,:,...:....:...................;....................... MATERIALS .................. :::.........,...............:::..,::....,:...................... . aas ................ ............ ..........::::..:....:...................................:..................................................:...................... ......................................................::..:...:..::.............................................. ........:.......... :......::....................................................::::....::..........................................................:....:......................................... PV-A04 FOR CONSTRUCTION Notes: __ WIRE SCHEDULE __ WIRE SIZING VOLTAGE DROP 1. All conduit to use water-tight ex anslon fittings. Groudd 90°C Derated Amapacity 75°C 9 p 9 Tag' oty CoiltluctocSiza&Type Conduit Length V Drop C 2. All Rooftop conduit to be a minimum of I"above the _._ size &Type (Allowable Amps x Temp Derele x dill Derate) Ampaclty R.GJ roof surface. A 3 #12 AWG ENGAGE CABLE #6 AWG BARB Cu FREE AIR 3bA X 0 N2 24 60 A 25 00 A N/A 0.41 % ENERGY into L9@t!Center shall be positioned at B. :,.�.- 3. PV Connection g #10 AWG THWN 2 #8 AWG THWN-2 1"PVC 40A X 0.82 X 0.7 22 96 A 35.00 A 35 Ft 0.39% "'"'' ... ........ .......... the opposite and from the Utility Input feeder ""'T "T "" 2 # " """' """ "' 106 Route 32,Bette 10 C 3 #8 AWG THWN-2 #8 AWG THWN-2 1"PVC 55A X 1 X 1 56.00 A 50.00 A 50 Ft 0.99% locatlon.(Wha�e applicable) ..........:..... .. ...................................... .... ....... ........ _ .... Franklin,Cr 06254 4. All 535 equipment to be rated NEMA-3R unless otherwise _ DC Phon�a13I6s3 zzzs0 noted. Fax 5. Lowest expeEted ambient temperature based on AC 1.75/ _ GRID-TIED ASHRAE min.inean extreme dry bulb temperature for MAIN SERVICE PANEL SYSTEM LABELING SPECIFICATIONS PHOTOVOLTAIC SYSTEM ASHRAE Ion most similar to Installation. INTERCONNECTION Max DC Volta ASHRAE N gpuous ambient temperature based on ge(16 C) 43 4 V DC Mo..,Current -.1 A 8.670kW DC(d STC 6. HighestE hiij est month 2%dry bulb temperature for 120°h RUIe-.705.12(D)(2) DC Operating Voltage: 30.6 V DC Operating Currant 8 33 A OIA9R OCEAN DR UtilityFeed +'Solar Backfead "" ASHRAE location most similar to Installation. AC Nominal Voltage: 240 V Max AC Current 30.5_A 7. All conductofs to be hopper unless noted otherwise. 200 A +,4QA•,= 240 A WEST HYANNISPORT,MA 8. _Conductor sliing shall limit Voltage drop to 2°/9 DC& Buis Rating x 120V 02672 1.5%AC(2%for Enphase Systems): 200 A x,120Ph 240 A Project#10340048 °!W.R. Adry Waisli Rm—I Ash Bowersock —ON w.fe., 2016-03-25 REVISIONS _ EXTERIOR # By .,Date Notes I 240V:120V i Split Phase 3 O e e -- g 200A '- (E) (N)P.O.I.vie Breaker I 200A (N)Enphase SE VICE- Envoy-$w/ PI CONNECT RGMetering and III AC Combiner Box 'g XAM 1 1 20 8:670 kW DC(STC)PV System: N11MA 3R Encl. x 34 Slifab SLA 255 P Modules with 34 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters Ern°"° (N)AC Disbonnect E En 60 A,240 Vac E Branch of 12 200 A cr 3-Pole,NEMA 3R ) 8 _ _ MOVE EXISTING LOADS TO MAKE m ROOM FOR PV BA CKFEED BREAKER AT OPPOSITE END OF - , 20A (N)40A BUSSING FROM MAIN BREAKER. Branch of 1g. .... 20A w L___' I I. Existing a 200 A Rated c Siemens MSP ff _1 Branch of 10 4 ! N B GEC Ground .".. - Not to pale I - - ELECTRICAL DIAGRAM 7 ) D Junction _ Box PV-E01 Rooftop Array___p _ Interor Garage----------- Exterior,Adjacent_Utility Meter__ _ Interior,MSR FOR CONSTRUCTION MO IDLE SPECIFICATIONS TEMPERATURES ENERGY Silfab SLA 2,a€5-,P Ambient Low Temnperajure: -16 VC Rating: 255 W ")icight; 65:0 in. Ambient High Temperature: 2g°, 106 Route 32,Suite 10 ...........:........_...............................................,:::::.....,,:..................................::: ....:...,:.................................................;,....:....................._....... Franklin,CT 06254 PTC Rating: 230 W Width: 39.0 in. Temp.R se for Voltage Celeula11ons: 31°, Phone(860)535-3370 ............... . ............ ... .. .. . . ............. .... ........ ......... .. .... ..... V Ma; 30...V Drpth: 1.50 in. Temp.Rise fc r Exposed ConGwl an Roof: 22°�� _ „Fax,(a13)663-2225 i ma 8 33 A f rea 17.6 ft' - " SYSTEM BEL1N_G SPECIFICATIONS GRID-TIED V oc 38.1 V WEight 41.91bs PHOTOVOLTAIC SYSTEM I sc 8.88 A Max Fuse 15 00 A Max DC Voltage(-16°C): g3 y V I)C Max.Curreflt 11 16 A DC Operating Vollage: 3t3 5 V DC Operating Current 8 33 A H 8.870xW DC @ STC Temp.Goeff (V cc) 0.3400.1 C •Y 0 GI N AC Noinmal Voltage:'24 V, IAax.AC Curre . 36A A - ATRELIS,S HE 91 OCEAN DR — WEST HYANNISPORT,MA INVERTER 1 SPECIFICATIONS <. INVERTER 1 CURRENTS INVERTER 1 02672 L/�pELING SPECIFICATIONS t Enpt a@e'• ier 7C Max.Current; MODULE Isc x'.25 Mex.DC Volts ei 1 RrojAe#10340048 9Y 9 (- ) A3 4 V OC Max.Current- 1 j.10 A - M2,15-60-2LL S22-IGEA. Nominal V Ac 240 V 8 I)✓A x 1.25 .-. 11:10 A DC Opera ing VolVoltage: DC Operating Current °ems 30 g V 8 3 A Adry Walsh' . ........ .......... .............. dC C perating Current; MODULE Imp AC Nom nal Voltage: g40 V Max.AC Curr ht: 3d 6 A Ash BoWOrsoC Max.W oc 260 W _ �A 2016 03-25 k Max.W Ac. 215 W _ ...: .. ............ .................... ..... ...'. ... .. ... .... ..... . .... NVEfjTER 1 VOLTAGES . . .. _ --So rrce Current 16c M©DUCE Isc x' 25 x 1.25 8 33A 8.33 A REVISIONS Startup Voltage p2 V .. EDCOperatirg e MODULE 99 x TEMP DELTA)TEMP COEF Vbd _ 8.88A x 1 35 .. 1.25 - 13.88 A ..... .......................... ..... .. .... . .. . ... ...... .......... )' Dete• Notes ...... Min V Mr 16 V 04tput Current,I Act INVERTER lac),INVERTER QiY x 1,2s ' 38:1V x !1 x 0.0034 •, „4 :4 V Max V M1F 48 V .®D.9A x 1.26 x 34 = 38.25 A MODULEVmMax.V Dc 48 V :: 30.6V- = 30.6 V 2 Max.l Dc: 15 A Max.I AC: C C Effi0lency 96.5 ° K 13 _Not to Scale ELECTkICAL CALCS PV-E02 FOR CONSTRUCTION ' I RGS T` SYSTEM GONN GT�D 106Route32,Ge1 6' ---I T CAUTION: SOLAR ELE.CTRIG ENERGY A � Suite 10 • Franklin,CT 06254 • O O O 1 • O O NEC AlIIWd9690.18'&690.13(B) I.HTN:665-00813 Phone(860)S3$-3370 PRODUCTION/NET METERS,MAIN SSBVICS DISCONNECT Fax(413)(®3-2 2$ .. NEC AAICb 690.31(0)(3)(E)'(HTM 698.00208 I I .. .. REFLECTIVEMATERIAL REQU/RED GRID-TIED CONOUrI RACEWAY$EVERY 10 FEST OR LESS r"' '.T D O O D O PHOTOVOLTAIC SYSTEM O3 MkW DC @ STC D O A D GIATRELIS,STEPHEN 91 OCEAN OR NEC Ar6de 0ep,3Q(E)(?) I-HTa;6964m244 WEST HYANNISPORT,MA 33• I ,• ,. BREAKER PANEL 02672 d T O MEN A - 4� — ) ;F�roloCt#1034004E . , � � ��AL1TI�3N o¢61DeeP Adry W91sh n8mex , Ash Bowersock A D 0 - _ PHOTOVOLTAIC.SYSTEMCIRCIJIT ISO ACKFED vcneo w:m.,2,01E-Q3-26 "NECAnicb¢800.15&@@QA5(Rj I HTa:686-00237 '7— ACDISCONNRCTB - I NEC A111das 766,1](D)(3)&680.84 HTa:BB&00687. BNIBAKER PANELB REVISIONSI By] Dog PISS �dkIVARR141� l INVERTER OUTPUT'CONNERTION DID NOT -1 ' T RELOCATE YWiS byERRURRpNT tY$VICE. • • • E • T j — NECAnk1e 706.10(0)(0)(8) 1 HTa,686-OBBS9 - 0 ' SIiEA ER PANELS q zaoy — - - NECA+tIo1e0S80.54&6@0.13(e)I HTa 696.06239 - WAR [NO bUAL POWER SOURCE _ INVERTER 1 AD DISCONNECT - _ SEEQNO SOUkCk IS PHOTOVOLTAIC SYSTEM , T` NEC'Arllma470G:1Q(D)(3)&890.84 I HTa 568-00405 . RR000CTION I NET METERS,BREAKER PANELS A WARNING ,Tel I -- ELTRICAL SHOCK HAZARD TURN OFF'° PHOTOVOLTAIC g r ... 2 ECIF A GROUND FAULT IS INDICATED 2 8 0 0 0 AO QISCONNECT PRIOR Tb NORMALLY GROUNDED CON6UCTORS T ,. A D CY,Y •i 1rI MAY 6E UNGROUNDED AND ENERGIZED - WORKING INSIDE PAN NECA c'I a.D,a'- (`HTa69B4O0496 '.. NEC Artl41611oz7(c) HTa 6E8-0oass �A • BTRINO INVERTERS,PRODUCTION/NET METERS, COMBINER BOXES,EMT ENCLO.TIT �BNEANE_N PANELS, IJ\7,1'6LJ I.L./ D 0 BREAKER PANELS MAIN f1ERVICE 018GGrNE,BT REFLECTIVE MATERIAL REQUIRED ^ , 3 - RAPID SHUTDOWN DISCONN@4T,.MAIN SERVICE DISCONNECT _ T ® VY"WARNING. A �r I`�G Y Y�I 4�A A R N I N ,,K� _ ' 'VY V ELECTRICAL,SHOCK HAZARD ELECTRICAL SHOCK HAZARD.' .. 2' THE DC CONpUCTORS O THIS 2 :OO NOT TGUCH TERMINALS *"` _ Not to Sole PHOTOVOLTAIC SYSTEM ARE UNOROUNDFp TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIAO SIGNAQE AND MAY BE ENERGIZED IN THE OPEN POSITION _ NE8AnIGe690.38(Fj I'HTa:698-00588. - "NECAn1cle890,1T(E) I HTa:808�00487. ' - REQUIRED FOR UNGROUNDED SYSTEMS COMBINER BOXES,EMT ENCLOSURES AC A DC DISCONNECTS, COMBINER EOXE8,CONDUIT ENCLOSURES, 8@E4KER PANEL81 MAIN SERVICE DISCONNECT DC WffiCONNECTB,BREAKEN PANELS ITV-G0 1 -Domus Structural,En ineerin _S g' g,UC i I 1210 Birch Street 1 r I C R _ Broomfield;CO 80020 303-466-3014 Domusstructural@gmail.com April 1,2016 To: Real Goods Solar 106 Route 32,Suite 10 CT CE251 Subject: Certification Letter Giatrelis Residence :91 Oceam,Dr. West'Hyannisport,MA.02672 To Whom It May Concern, A iobsite observation of the condition of the existing traming system was pertormeo by an audit team of KGb tnergy as a request from Domus Structural Engineering,LLC..All attached structural calculations are based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. On the above refemnced.project,the roof structuicaKfrarnibg has been reviewed(for add(itionarkoadrng due to the instaltation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below.If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof 1)consists of composition shingle on roof plywood that is supported by pre-manufactured trusses that are spaced at @ 16"o.c..The top chords,sloped at 27 degrees,are 2x10 sections,the bottom chords are 2x10 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected )ha6zo4'ttal lop chord Van is aj vrokhm telly 14'36". The roof structure of(Roof 2)consists of composition shingle on roof plywood that is supported by pre-manufactured trusses that are spaced at @ 16"o.c..The top chords,sloped at 30 degrees,are 2x10 sections,the bottom chords are 2x10 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 6'-6". The existing roof framing system of all roofs are judged to be adequate to withstand the loading imposed by the installation of the solar panels.tNb reihforcemerrt is necessary. The spacing of the solar standoffs should be kept at 49"o.c.with a staggered pattern to ensure proper distribution of road's. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE-7-05,and NDS-12 • Roof Dead Load=9.psf(Roof 1) -- 9 psf(Roof 2) •:.'Rocs iUve'Load=20;,psf • Wind Speed=110 mph,Exposure D, • Ground Snow Load=30 psf - Roof Snow Load=21 psf Please contact me with any further questions or concerns regarding this project. Sincerely, 0= ANDREW O£STERREICHER co . . . k, i Andrew Oesterreicher,P.E. No.52174 Project Engineer A'A �FG. O /STti SS�ONALG Date: 016.0edbyAndrew 7'00' eicher,PE Giatrelis Residence West Hyannisport MA 1 Date:2016.04.0109:59:52-W'00' � , i f_ Domus Structural Engineering,LLC 1210 Birch Street S T It [ C:T`;TJ It a;` Broomfield;CO 80020 N G T,N E E :R J_ N G` i 1 .C' 303-466-3014 Domusstructural@gmail.com Gravity-Loading Roof Snow Cku[416977 p9=Ground Snow Load= 30 psf Pf 0.7 Ce Ct I p9 ':. (ASCE7-Eq 7-1) Ce=Exposure Factor- 1 (ASCE7-Table 7-2) C,=Thermal'Factor= 1 (ASCE7-Table 7-3) I=Importance Factor.= 1 pf=Flat Roof Snow'Load 21.0 psf`; '` p5=4f (ASCE7-Eq 7-2) Cs=Slope pastor a P.-Sloped Roof,Sno*.[oatf 2'hd3 psf :' RV Dead°Load-3.33 Psf.(Per.Reat•6oe:ds Solar}. � . „" Weight of`PV System(Per Real Goods Solar) 3.3 psf kStandoff Spacing=, 4.00 ft Y Standoff Spacing= 2.67 ft Standoff Tributary Area- `101.68 sft. Point Loads of Standoffs 36 lb Note:PV standoffs are staggered to-ensure groper distribution of loading. �go—of Lnre Lewd-20 psf Note:Roof live load is removed in area's covered by PV array. Roof Dead�ad of J " Composition Shingle 4.00 8. Roof Plywood e 2.00 2x1O Top Cfiords @ 16°o.c. 2.90 Vaulted Ceiling 0.00 , (Ceiling,Not Vaulted) Miscellaneous 0.10 Total Roof DC(Roof 1) 9.0 Psf DL Adjusted to 27'Degree Slope 10.1 psf � - 77 Roof Deatf Loaf Composition Shingle 4.00 Roof Plywood >.2 00: 2x1O Top Cfiords @ 1680.c. 2.90 Vaulted Ceiling 0.00 ; (Ceiling Not Vaulted.) Miscellaneous Total Roof DL(Roof 2) -y 9.0 psfY „ 4dDL Adjusted to 30 Degree Slope w 10.39 Giatrelis Residence, West Hyannisport, MA 2 aomus Structural Engineering,LLC O w111 S: 1210 Birch Street Sr T.R;U C.T. U R X.-T., Broomfield,CO 80020 \(',, :i i\ E' .E f; J. I G' ;.I.T C 303-466-3014° Domusstructurai@gmaii.com Wind-Calculations Per ASCE 7-05 Components and Cladding Wind Speedmp Exposure Category D.. Roof Shape Gable/Hip Roof Slope 27 degrees Mean Roof Height 20f# Effective Wind Area: 19.31. 1�e`sigd!:PFessure Calculations ` 777' in ` ressure P=q n qh=0.00256*.Kz*Kzt*Kd V^2*1 (EC6-15);` Kz(Exposure Coefficient)= 1.08 (Table 6-3) . Kzt(topographic facto)= 11 (Fig.64) Xd(Wind}Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph Importance Factor= '1 (Table 64) 9h= 28.44 E=z ""__-Stan Calculations t ;;, one T Zone one 3 Fositive GCp= D.86. -t.51. -2.37 ty 42 ': .` (Fig.6-1`1) Uplift Pressure= 24.51psf 42.94 psf -67.45 psf .12.1 psf X Standoff SpaC1ng 4 00. . . . ;> 4 f00 2.67 Y Standoff Spacing= 2.67 2.67 2.67 Tributary Area 10.68 5.34 3 56 ... Footing Uplift= -262 lb -229 Ib -240 lb Stand Iift`Check v maximum Design UpItR.= -262 lb Standoff.Uplift Capacity = 400 lb 4004b capacity>2621b demand Therefore,OK Fastener= 6 is Lag Number of fasteners=1 Embedment'Depth= 2.25 Pullout Capacity Per Inch=250 lb Fastener Capacity= 563 Ib w!F.S.of 1.5= 376 lb 376 11b capacity>2621b demand Therefore,.OK Giatrelis Residence, West Hyannisport, MA 3 Domus Structural Engineering,LLC J' 0M3S' 1210 Birch Street T.K C;T J.K ct.:Fr B'roornfield;CO 80020 =E.=\ C,J. \ L E:-R.JT N' Q -I 1 G`. 303-466-3014 Framiir�g-Gi�eck I3omusstructu ral@,gmaii.com (Roof 1). PASS w=46pf Dead Load 10.1 psf PV Load 3,3 psf -- - Snow Load 21.0 psf ( . _ Y 4=;2x't4" ofv Curds -16°m k Governing Load Combo=''DL+SL Member Span=14'-6" Total Load_ 34:4:psf '7777MaRWAioperties; -Member Size S:�inA3) 1 IJ04) Lumber Sp7Gr Member Spacing 2x10 21.39 98.93 DF#2 @.16"o.c. Gheck;Bending Stress 9 ti t Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 900 x 1.15 x 1.1 x 1.15 Allowed Bending Stress= 1309.2 psi IVICAIIIIUIII IVIUIIICIIl — (vvL�2)18 1206.52 ft# A AA70n :-U Actual Bending Stress=(Maximum Moment)/S =676.9 psi Allowed>Actual--51.8%Stressed -- Therefore,OK e CkteCk FFeftiecfilorr Allowed Deflection(Total Load) = L/180 (E=f,600000 psc.Per UDS) = 0.966 in. -Deflection Crifena;Based-on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)1(384*E*1) = 0:28g in = U603 > L/180 Therefore OK Allowed Deflection(five Load) = L1240 0.725 in: Actual Deflection(Live Load) _ (5*w*L^4)A(384*E*l)- 0.176.in U989 > >U240 Therefore OK Check Sac �. - -s ., Y Member Area= 13.9 inA2 Fv(psi)= 180 psi_ (NDS Table 4A) Aiiowed'5hear = Fv*:A =2498 Ib Max Shear M=w*L/2 = '333 lb Allowed>Actual--114%Stressed Therefore,OK Giatrelis Residence, West Hyannisport, MA 4 Domus Structural Engineering, LLC P- U its (3 S. 1210 Birch Street T R.tTC'TU K I Broomf►e{d,CO 80020` =E—\ G T A\ E: E-it JJN G V I .G; 303 466-3014 Firarniing CheckDomusstructural@gmaii.com (Roof 2) PASS w 46 plf Dead Load 10.4 psf PV Load 3,:3.psf Snow Load 21.0 psf Governing Load Combo=DL+SL Member Span=6'-6" Total Load 347 psf, 7 :Mer�trer,P�perti s '.Member Size S(in"3) in"4) ,Lumber Sp/Gr Member Spacing 1 2x10 21.39 98.93 DF#2 @ 16"o.c. Check Beetling Stress E- Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 900 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1309.2 psi iviaxinwin iviunlCni — (wLA2)i 8 = 244.503 ft# &UIM.VV III" Actual Bending Stress=(Maximum Moment)/S 137.2 psi Allowed>Actual-10.5%Stressed -- Therefore,OK j � = -. ', - • r. CheEir Befi'eeton Allowed Deflection(Total Load) _ L/180 (E=1600000 psi Per NDS) .0,433 in Deflection-Criteria Based on _ Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) 0.012 in = U6500 > U180 Therefore OK Allowed Deflection(Live toad) L/240 0.325 in t Actual Deflection(Live Load) = (5*w*L^4)l(384*E*I 0.008.in ;L19750 > U240 Therefore OK `- . Member Area= 13.9 inA2 Fv(psi)= 180 psi (NDS Table 4A) Allowed Shear = Fv*A =2498.Ib Max Shear(V)=w*L/2 150 lb Allowed>Actual--6.1%Stressed -- Therefore,OK Giatrelis Residence, West Hyannisport, MA 5 Apr 29 08 01:43p Cape & Islands Engineeri 508-477-9072 p.1 CAPE & ISLANDS ENGINEERING SUMMERFIELD PARK 800 F&WOUTH ROAD,5077 301 C .-, MASHPEE,MA 02649 (508)477-7272 FAX(508)477-9072 September 18, 2007 Barnstable Building Department 200 Main Street y Hyannis,MA 02601 RE: Map,266 parcel 003, 91 Ocean Drive,W Hyannisport,MA Dear Building Inspector: I have reviewed the installation of flood panels on the south facing wall of 91 Ocean Drive,W Hyannisport,MA. It is my opinion the panel will blow out and function as intended(friction by use of shims to secure panels). cerely, j0bn'F. Slavins r JPS/cma I Enclosure Apr 29 08 01:43p Cape & Islands Engineeri 508-477-9072 p.2 a _ Fol. I wrl�Aff - •• . MIFF" Lm .r W 4"d• �•• a'x sue';y:r + 7� .•• „� .. .f , f Apr 29 08 01:43p Cape & Islands Engineeri 508-477-9072 p.3 C-4 4 , t a' �. .. !•�. .ggC'1� ���1 Fier. ��. Q !' S� .,.. .... :.d..}.:✓l:.tr .�ie.�. .. ..:aT....�.iT ' � y� .� "► J fP-14-2007 FRI 01:52 PM botello FAX -NO. 5084774279 P. 02 Bowdoin Road Mashpee,MA 02649 OFFICE COPY Mailing Address:P.U. Box V,Osterville,MA 0265.5 ORDER (50477-3132 (SM)834-3132 LUTABER COMPANY FAX (508)4774279 www.botelloltimber.Com 01 L ::....... n nn:...v:... ... :n,.::n•.,o:..:�::is:,. .....,17 ns:v;<...:..n :.� :n:.. :.: .:.. .. x '.'.':t%�Y,i,.;.£��i<..;i.Y.,Y::•3'.>: iy/� .+� i'F''��Z?!'' �•: >................. n ..«.t.;n:.:.:,•,..:......�. .. .�o.��?.<s. A.a Imv"a{::{�';�ti <i�,.{.' >SO g�x:"�'>�1.:.,,.t,,<>,,,.,,.,<�,_,, ts.x.,Y.: �s:,,::.:.:`SI1;liP�'..•, •::,t..<.::: CIATRELIS CONSTRUCTION 91'OCEAN DRIVE 22326 910 sTlipHBN J. GIATRELIB CENTERVILLE, MA 68 NIC014ETTAIS WAY MASHPEE, MA 02649 09/14/07 PH#508-539-7931 13.34:07 - Ri a **ORD #155488******ORD #155488*w***ORD #155488** ?-;:+N�« 1?# ** ORD #165488 REV 1. ** *ORD 155488 REV 1* **ORD #15fi4B8****wwO= #155488*****ORD #155488** SLSP:CARVEY CSHR:GARVEY [LAS21 1000-41 PAGE 1 T TNDOWS URCHASER:. GIATRELIS, E SOW 1 EA 6EE 10 016195 1 1400.840 EACH 1400.84 -------------------------- TEMPERED WINDOWS ON NEXT VAN DUE TO US ON NOVE"ER 10,2007 ORDER BALANCE DUE: as»»>}>}» >aaaa� 1.470.88 �pIIU BOBTOTAL 1400.84 MA 5.0000 871J,P:8T,>►X 70.04 K;:, <k's< :y.,t1r>r•�`�i.,<t..<,� 1470.88 Biguatttre 3PFCIAI ORDLiIt I'I L'MS ARE NOT RfiTl1RNAAl�s•9otc110'e is net responsibla for any special omen net pielmd up after 30 days.ItunU mast be roomed within.10 days and must be in good eooditlon and abW it,bu resold.The ilem muil be accompanied by the salux iavoico and are subject a testocldng rbarBe• Andersen Windows-Abbreviated Quote Report Project Name: GIATRELIS-91 OCEAN o . ' ......... Quote#: 01$195 Print Date: 09/1412007 Quote Data: 0911412007 iQ Version.7.1 Page 1 Of 1 a- Dealer: Botello Lumber Co. Customer: 28 Bowdoln Rd. Billing . Mash pee,MA 02549 Address: (508)477-3132 Phone: Fax: Sales Rep: DAVE.GREENLAW Contact; item Qty Item Size(Operation). Location Unit Price Ext Price 0001 1 CW23(LR) $ 593.76 $ 523.78 rn i N RO Size=4'9"Wx3'0VZ' f Unit Size=4'8712"Wx2'1115118"H Unit,WhiteAfVhite-Vinyl Wrapped,LR Handing,(All Sash)High Performance 1iow-E4 Tempered'Glass;Divided Light with Spacer,Tall Fractional,3 lites, 314".Ext Grille-White, Int Grille-Prefinished White Ln co 0002 2 TW21046(AA) $ 403.63 $ 807.06 z R0Size=3'0118"Wx4'87f8"H Unit Size-2'11516"Wx4'871a"H • Unit,Equal Sash,White/PI White,(Top Sash)High Performance Low-E4 Tempered Glass,Divided Light with Spacer,Specified Equal Lite,2W1 H,314 High Definition Chamfer,Chamfer, Ext Grille-White,int Grille-Prefinished White(Bottom Sash)High Performance Low-E4 Tempered Glass Insect Screen,White �J I Subtotal $ 1,aoo.8 Total Load Factor Tax(5.000%) g 70.04, Customer Signature i Grand Total 0.654 1,470.8 Ric d o Dealer Signature, :n **All graphics viewed from the exterior N • o Project Comments: Ls- 0 0 CV u 'High Performance Low.E4 glass will be anal fable as a running change on Andersen Architectural Speclalty Windows. See order acknowledgementto verity glass We•' N, . 04/10/2006 16: 23 15085397932 SGIATRELIS PAGE 02 Rk 20791 P989 g� � i1�� 01 a 87P BARNSTABLE - TOWN C(-�ERk, hum '06 PEB -9 P 4 •0 j . Town of Barnstable Zoning]Board of Appeals Decision and]write Appeal 2004.128—Gintrelis Special Permit]windings MGL Chapter 40A,Section 6 Demolition and reconstruction of a new dwelling an an undersized non-conforming lot Summary: Granted with Conditinns Petitioner: Stephen I Gistrelis&Joan D,Giatrclis Property Address: 91 Ocean Drive,West Hyannispoit,MA Assevsnt's MaptPareel. Map 266,Parcel 003 Zoning: Residence D-I Zoning District Relief Requested & Background-. Appeals 2004-128 seeks Special Permit Findings pursuant to MGL Chapter 40A,Section 6 to permit the demolition of an existing dwelling and reconstitution of a.Larger dwelling on an undet•si.7ed nonconforming lot. This appeal was submitted along with two other appeals Number 2004-126 that seek bulk variances, and, 2004-127 that seeks a special permit to extend an existing nonconforming buildings or structure. The objectives of the appeals are to substantially demolish the existing one-story, single-fantily dwelling with an attached garage,and rebuild a new two-story, three-bedroom,single-family dwelling with an attached two-car garage on the property_ The 6,800+.'-sq.ft.lot was created in 1932 and the structure dates to 1905. Both the lot and structure are non-conforming with respect to Residence D-1 zoning district regulations. The proposed location of the dwelling is based upon the existing foundation and is proposed t6 be located 10 feet from the front property line where 20 feet is required.and 8 feet from the cast side property lint where_ 10 feet is.required. The setback intrusions are less than that which exists today.The proposed top of the foundation is in compliance with Section 3-5.1—Flood Area Provision of the Ordinance. Procedural &Hearing Summary: Appeal 2004-1.28 was filed at the Town Clerk's Office and at the Zonin7 Board of Appeals on July 16, 2004. An Extension of Time for holding the hearing and' filing for the decision was executed between the applicant and Board.Chairman. That public hearing was duly advertised and notices were sent to all abutters in accordance "I.th MG1 Chapter 40A. The hearing opened on September 22, 2004, and continued through several meetings to September 28,2005. At the continuance, the Board and the applicants' Attorney,Bruce P. Gilmore Jr, agreed to restart the hearings due to a loss in quorum(see Notice of October 12.2005), A new public hearing was duly re-advertised and re-notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 30,2005,and continued to January 18,2006 and to February, 1,2006. At this time the Board granted Appeal 2004-128 for Special Permit Findings pursuant to v 1 r 04/10/2006 16:23 15085397932 SGIATREL_IS PAGE 03 MGL Chapter 40A, Section 6 to permit the demolition of the existing sti-uctu.re and the rebc il.dztzg of a new dwelling subject to conditions herein. Boatd:Members hear.ina this appeat were;Ron S Jallsson,James I•Ia.tfteld,Daniel M. Creedon,Randolph Childs, and Chairman Grail?Nightingale. Attorney,Bruce P. Gilmore Jr.. again repinsented the applicants during the hearing. Peter Sullivan,Professional Enjineer for the reconstruction was also present, Mr, Gilmore presented a brief history of the property,the subject lot dates back to 1932, the creation of "Seaside Park"land division on this area in West Hyannisport. He also stated that the building was constructed on the property back in the 1930's. He noted that the lot fronts on Ocean Drive(Iisted as a paper street). It functions only as a walkway and partly as a private driveway to the dwelling. He summarized that neither the Iot nor the building conform to current zoning regulation.for minimum lot area,and yard setbacks. Those conditions being legal pre-Existing noncott'foiznities`in structure and lot. The existing structure has five-bedrooms and it was recently damaged by a fire. It is not habitable today and is now vacant. The applicant seeks to demolish the existing structure and rebuild a new tune-story, three- bedroom single-family dwelling with an attached two car garage. The new construction would Conform to. all FEMA regulations. The applicant also agreed to improve the drainage on 3"t Avenue. An Order of Conditions .has been issued by the Conservation Coinnussion and the plans for, the on-site septic system approved by the Board of.Health for three-bedrooms. It was also noted that the building height and other consideration have already been restricted by a.prior Appeal from an abutting neighbor. Mr. Gilmore , stated the applicant purchased the property in 1999 and has been attempting to improve it since that time. Mr, Gilmore noted that the plans that are before the Board in this hearing differ for the original ones submitted.The 19ohda room has been cli.mtnated and the overall footprint area has been reduced. The Board and;Applicants representatives discussed the area,of the structure. It was noted that no living r area would be created in the basement level as that is below Elevation 11 and not permitted by FEMA regulations. The level of construction on the lot is to be 2,633 sq.ft, living area, 565 sq.ft.garage and 453 scl.ft, of deck/porch first floor and 1.54 sq.ft. deck second.floor, Public comment was requested and Ms.Arlene M. Wilson,representing Mr. and Mrs. Corrnay, abutters at 161 Third.Avenue noted that the proposed redevel.oprnent of the lot had been the issue of l.i.tigation and that an Agreement had been issued. She stated that the plans presented are in agreement with the decision. Madeleine T..McDonald,owner of abutting lot at 75 Ocean-Drive; Joseph Curran,of 123-Third Avenue. and . ..._... Lena Tepper of 133 Third Avenue a direct abutter all spoke in opposition to the proposed.redevelopment of the lots. They cited wetlands issues,lugh property values caused by overbuilding on small lots,and contend that the proposed new dwelling was not in character with the existing neighborhood. The abutters also . noted their concerns with the rental'o'f the dwelling. The Board noted that the project has been issued an Order of Conditions and a Superceding Order also; the proposed new dwelling would be FEMA compliant. With respect to short term seasonal rental, the Board stated that it could condition the property to el.itninate seasonal and short term rental of it. The applicant stated that it was not his intent to rent the property once it was rebuilt. The hearing was continued to verify information on the number of existing bedrooms and to secure further data on the proposed height of the structure, At the continuance,the Board reviewed the height of the proposed suucture. It was noted that the first floor Elevation would be 13.03.FEMA compliance and that the ridge elevation would be 37.85. A letter,from the Health Division was also presented that verified the septic permit was still valid. , y ' 2 + + I r 04/10/2006 16: 23 15085397932 SGIATRELIS PAGE 04 t The Board reviewed the nature of relief being requested'and determined that the applicant'would first need Special Permit findings under MGL Chapter.40A,Section 6 for the demolition anal rebuilding of the dwelling and would also require a variance as the proposed new structure did:not comply with the required setbacks. TrIndings of Fact: At the hearing of February 01,2006;the Board unammously made the following findings of fact: 1, Appeal 2004-128 is that of Stephen Y.Giatrelis"&John D. Giatrel.is seeking Special Perm.i.t Findings under MGL Chapter 40A, Section 6 to permit the reconstruction of an existing 5-bedroorn non- conforming single-family dwelling on a non-conforming lot. The property is located as shown on Assessor's Map 266 as Parcel 003 addressed 91 Gcear,,Drive,West Hyannisport,MA. It is in a Residence D-1 Zoning District, 2. The applicants are seeking to substantially demolish the existing one-stogy,three-bedroom, 1,838 sq.ft. single-family dwelling with an attached garage and rebuild a new two-story, three-bedroom,2,633 sq.ft. living area, single-farnil.y dwelling with an attached 565 sq.ft two-car garage on the property. 3. IT e-prop�5 �ocatt-utT•of the ��elltng t�based upon the a fisting-foundation and is proposed to be located l0 fee"lrornatlie f osat proFe tY�� whi (�fee ta�Trcqui ed d•8 feet ftoplthezasi side ra ere_ zn u-here lQ feet rs�rcgttued lie setback�rtrusions are less-hanithat which exixtsts�ioday. .. t �9e y+^ 49te Y .�•..-aY"�.5yq•• i`e. '.. Th p oposed trrc e lso�l ca ed fort er from t>xe s It mprsh wetland-,delineation and the proposed top ofiriteifotm-da�ton�. to bc' I�2�t_�com lK n�with 5eeuon 3 5 F'tood Area.FNSA1 on o.r f e - 4. The subject property dates to Ma.y 16, 1932 and was created by deed recorded at the Barnstable Registry of.Deeds in.Boole 488, page 443. According to the Assessors record, the home dates to 1905. Both the lot and stricture are pre-existing legal non-conforming with respect to zoning, having predated the 1949 enactment of zoning in this area of tare Town with respect to lot area and building requirements. 5. The site plan identifies the property is fully located in the designated FBMA A1Q:flood zone subject to � periodic flooding to elevation 11. The lots bi.vhest elevation is 9 feet and within 13Q feet it slopes to a Tidal Creek-elevation 0, The area of upland is estimated to be 6,800 sq:ft. 6. The l3oaird recognizes cane nob-cot. 'om-ity iii the lot and as per-the ugas"case,Special T'erni t' Findings under.'MGL Chapter 40A, Section 6 are needed to petnnit the demolition and reconstruction with.expattsion of a siing.le-faarily dwelling on the non-conforming lot. In that regard, the proposed new dwelling does intensify the alleged nont'onformity,however the proposed new dwelling would not substantially snore detrimental to the neighborhood than the former dwelling, 7. This application .,al.ls within a category specifically excepted in the ordinance for a grant of; a Special Permit and after evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood Affected , N 04/10/2006 16:23 1508539"7932 SGIATRELIS PAGE 05 , Decision- 'Based on the findings of fact, a motion was duly tirade and seconded to grant a special pennit for the demolition rebuilding-with expansion subject to the following conditions: 1, Location of the dwelling shall be as shown on a plan entitled "Revised Grading&Drainage Plan. 91 Ocean Drive W. IIyannisport,Mass."as prepared for Stephen J, Giatrelis by Sullivan Engineering, Inc.,dated June 3,2004 last revised May 11,2005, 2. The dwelling shall be built substantially in conformance to plans and elevatiors presented to the Board entitled "Ocean Drive Centerville,MA"drawn by WB Daniels Designing&Planning dated 01/09/06. 3. The dwelling shall conform to the requirements set forth in the Agreement for Judgment'and the ridge line shall.not exceed an elevation of 26.5 feet as measured from the ridge line to the'foundation,nor exceed an elevation of 3$_75 NGVD as measured to the ridge line and not including cupola and chimneys. The proposed structure shall also not exceed the 30 foot to plate height limitation imposed.in the zoning ordinance for the district. 4. All improvements within the right-of-way of Third.Avenue shall be.reviewed and approved by the Engineering Division of the Town of Barnstable. . 5. The structure is litni1ed.to two-stories. Because the basement level of the building could be susceptible to flooding, that level shall not be finished as living space. 6. The number of bedrooms small not exceed three. 7. The total gross area of the structure shall not exceed 2,633 sq.-ft. living area,565 sq.ft garage and 453 sq,ft. of deck/porch first floor and 154 sq_ft:deck second floor. S. Construction s.haIl cotn.ply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health requirements. 9. All construction and site deMopment shall conform to all applicable FEMA regulations a.nd all the requirements of Section 3.5,1 Flood Area.Provisions of the Zoning Ordinance. I.0, All.mechanical equipment associated with the dwelling(air conditioners,electric generators, etc.)shall be.locdted'so 1s td conform to the required s6ftcks for the district and screened itoin neighboring homes and rights-of-way as well as views from the water. 1,1, The dwelling, �ttach.ed garage,covered porches,and decks shall be considered .full build-out for the lot and it shall not be expanded in area or in footprint nor sl�all airy other accessory structure be permitted without further permission:from the Zoning:hoard of Appeals. 12. This decision must be,recorded at the registry of deeds and a copy of that recorded document must be subttutted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the grant of this perrmt. 13. Use of the property shall be that of a year routed iesidence. It shall not be rented, leased or sub Ieased for anv period less than a 1,2-months. 04/10/2006 16:23 15095397932 SGIATRELIS PAGE 06 The vote was as follows: AYE: '.Ron S lansson,James Hatfield,Dani.cl M_ Creedon,Randolph Childs,Gail Nightingale NAY:, None Ordered: Special Permit 2M4-128 is granted with conditions. This decision..must be rccord.ed at the Registry of Deeds for it to be in effect. The relief authorized,by this decision must be exercised in one year. Appeals of this decision,if any, shall.by made pursuant to MGL Chapter 40.A, Section 17, within twenty(20)days after the dote of the filing of flais decision,a copy of which uiust be filed in the office of the Town Clerk Fif '2w4-:) Ga. C. Nightin c, Chairman Tate Signed L LinJa Hutchenrider,Clerk.of the Town of Baunstable, Barnstable County,Massachusetts,he�.rehy Cezt fy that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision.an tai�lt tao:a�ipcal. of the decision has been'filcd in the 'Fie f the Town Clerk. Signed and sealed this undrhe,pains '.nil penalties of pzrjur1V. Linda Hutchenr.ider.Town Clerk, 1 i t Freeman Law Group `f jr `° >t,' FAVILE Attorneys at LawsMAR 30 p 2: 31 1597 Falmouth Road—Suite 3 10 Concord Avenue Peter L.Freeman Centerville,MA 02632 Cambridge,MA 02138 Brian J.Wall* __, . (508)775-5010 (617)876-6128 Michael P.O'Shaughnessi'i-}i"'; - (508)775-9105(fax) (617)576-6612(fax) Janet R.Stearns Albert E.Todino * also admitted in Maine e-mail: bwall@freemanlawgroup.com **Of Counsel Please reply to: Centerville March 29, 2006 BY FACSIMILE (508) 790-6230 AND FIRST CLASS U.S. MAIL Thomas Perry, Building Commissioner Town of Barnstable 200 Main;Stre-ef t' Hyannis �1VIA'02601 ' 3t«: 3:. .a , >__^ , :s?s � , � �, t3>. __, _> � �> � .�. , ; rr �- s Re: �F-'StephenJ:Giatrelis and John'D. Giatrelis 91 Ocean Drive, West Hyannisport, MA Assessor's Map 266, Parcel 003 Dear Mr. Perry: Please be advised that this office represents Madeleine McDonald, owner of property at 75 Ocean Drive, West Hyannisport, Massachusetts. Mrs. McDonald's property abuts the'above-referenced property. This letter serves to notify you that, despite the Special Permits and Variance that were recently granted by the Zoning Board of Appeals in Case Nos. 2004-126, 2004-127 and 2004-128, the project proposed by Stephen J. Giatrelis and John D. Giatrelis ("Giatrelis") is not entitled to a Building Permit: The project;proposes"constructi.on of°a single family residential structure within 35 feet of wetlands. Section 240-7(G) of the Barnstable Zoning Ordinance prohibits _x� .t .i7 w 7 :.Dyf.� � such c6nstruction: ,Giatrelis has not requested any relief from this provision of the Zonmg�`Or'dinance and no such relief was granted by the Board of Appeals in the aforenientioned`ifi'ee decisions. March 29, 2006 Page 2 Consequently, the project is not eligible for a Building Permit. On behalf of Madeleine McDonald, this serves as a request that no Building Permit issue unless and until Giatrelis modifies the proposed project so that no structure will be constructed within the 35 foot setback or obtains a variance from Section 240-7(G). Thank you for your attention to this matter. Ver truly yours, Brian . Wall Cc: Madeleine McDonald 04/10/2006 16:28 15085397932 S6IATRELIS FAGE 01 . �,''a . BARNSTABLE tAA1�1eCAIILd_ ° TOWN CLERK laxgk MfD ! Town of Barnstable ' 6 FE8 -9 10 4 :08 Zoning Board of Appeals Decision and Notice Appeal 2004.126—Giatrelis Varlante Section 3-1.1(5) Bulk Regulations Minimum.Lot Ar6 &Lot Width and Side&Front Yard Setbacks To allow for the reconstruction of a new dwelling on an undersi2.ed lot rot in confortnity to the required yv-d setbacks Summary.- Granted with Conditions Petitioner: Stephen.T Giaarclis&John D,Giatrelis Property Address: 91.Occan Drive,West Hyannisport,MA Assessor's Map/Parceb Map 266,Parcel 003 7Aning: Res;.drnce I7.1 Loning District Relief Requested&Background: 'Appeals 2004-126 seeks a variance to Section 3-1.1(5)BulkRegulations Mini.mumLot Arta,Minimum Lot Width,Minimum Side Ward Setback,and Minimum,)~ront'Xard Setback to permit the reconstructior:of an existing single-family dwelling on a pre-existing:ton-conforming lot. This appeal was submitted along with two other appeals Number 2004-127..which appeal.seeks a special permit to extend an existing nonconforming building or structure,and Appeal 2004-128 which :appeal seeks a Special Permit under..TL Chapter 40A,Section 6 to permit the demolition and reconstruction of a single-family duelling. The objective of the appeals is to substantially demolish the existing onc-story,single-family dwelling-with an attached garage and rebuild a new two-story, three-bedroom,single-family dwelling with an attached. rvo=car garage on the property. The 6,800+/-sq.ft.lot was created in 1932 and the structure dates to 1905. Both the lot and structure Eire non-confonraing with respect to the Residence E-1 zoning district regulations, The proposed location of the dwelling is based upon the existing foundation and is proposed to be located 10 feet from the front property line were 20'feet is required,and 8'feet from the east side property lino were 10 feet is required. The setback intrusions are less than that which exists today;;anti the proposed top of the foundation is in,compliance with Section 3-5,]—Flood Area Provision of the Ordinance. - Procedural &'Hearing Summary: Appeal 20N-126 was filed at the Town Cleric's Office and at the Office of the Zoning Board of Appeals on Iuly 16,2004. An Extension of:Time for holding the hearing and for filing of the decision was executed between the applicant and the Board Chairman.That public hearing was duly advertised and notice Sent to all abutters in accordance with MGL Chapter 40A.The hearing opened on.September 22,2004,and continued through several meetings to September 28,2005, At that continuance, the Board and the applicants' Attomey,Bruce P. Gilmore Jr.agreed to.restart the hearings anew due to a loss in quorum(see Notice o�October 12,2005). 04/10/2006 16:28 15085397932 SGIATRELIS PAGE 02 i 1 Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance subject to&.e following condi.tiotis= h 1. Location of the dwelling shall be as shown an a plan entitled"Revised Grading&Drainage Plan. 91 Ocean Drive Wr Ylyannisport,,Mk ass."as prepared:for Stephen J.Giatre.lis by Sullivan Engineering, Inc.,dated June 3,2004 List revised May 11,2005. 1 The dwelling shall be built substantially in con6imance to plans and elevations presented to the Board entitled"Ocean Drive Centerville, MA"drawn,by WB Daniels Designing&Planning dated 01/09/06. 3, The dwelling shall.conform to the requiretnen,ts set forth in the Agreement:for Judgment and the.ridge ' line shall.not exceed an elevation of 26.5 feet as measured from the ridge line to the'foundation, nor exceed an elevation of 38.75 NGVD as measured to the ridge line and not including cupola and chimneys. The proposed structure shall also not exceed the 30 foot to plate,height limitation imposed in the zoning ordinance for the district. 4. All improvetneztts within the right-of-way of Third,Avenue shall,be reviewed and approved by the Engineering Division of the Town of 13arnstable. 5. The structure is litaiitcd to two-stories, Because the basement level of the building could be susceptible to flooding, that level shall not be finished as living space. 6. The number of bedrooms shall not exceed three, ?. , The total gxoss)area of the structure shall not exceed 2,633 sq,ft.living area,�565 sq.ft garage and 453 sdrft. of deck/porch first floor, and 154 sq,ft,deck second floor. S. Construction shall comply with all applicable Building]division and Conservation Commission requirements and shall comply with Board of Health requirements. 9. All construction and site development shall conform to all applicable FEMA regulations acid all the requirements of Section 3-5.1 Flood Area Provisions of the Zoning Ordinance. 10. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc,) shall . .be located so as'to cotifor.m'to the regifired setbacks for the dis(rict and scfeetied from nei hboriri Domes a.nd rights-of-way as well as views from the water. r 11, The dwelling,att;iched garage,covered porches.,and decks shall be considered frill build-out for the lot and it shall not be cxpanded in area or in footprint nor shall any other accessory structure be permitted without further permission from the Zoning Board of Appeals. 12. This decision must-be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before a.ny demolition or building pertnit is issued. The relief authorized must be executed within one year of the grant of this permit. 13, Use of the property shall be that of a year round residence. It,shall not be rented, leased or sub leased for a».y period less than a 12-months a ' 4 04/10/2006 16: 28 15085397932 SGIATRELIS PAGE 03 The vote was as follows: AYE: Ron.S Jansson, James Hatfield,D niel M, Creedon,Randolph Childs, Gail�Tightingai.e NAY: None Ordered: Var.iancc 2004-128 is granted with conditions. This decision must be recorded at:the registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any,shall be made pursuant to MCTL Chapter 40A, Section 17,within twenty(20)days after the date of the filing of,this decision,a copy of which.must be-filed in the office of the Town Clerk. Nightinga-e Chairm4 Date.Signed 1,I.nda.Hutehenride.r,Clerk of the Town,of BIrnstable, 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 o• c f the Town Clerk.. Signed arid sealed this daybf ' _under--the pa f s and penalties of perjury, Linda.Hutchenrider,Town Clerk 5 " i S77CU G fo j i Mar. L 2��6 31HPM FREEMM Lft GROUF ,- 1906 P, 1 Freeman Law Group Attorneys at Law 1597 Falmouth Road—Suite 3 10 Concord Avenue Peter L.Freeman Centerville,MA 02632 Cambridge,MA 02138 Brian J.wall " (508)775-5010 (617)876-6128 Michael P.o'shaughnessy (508y 775-9105(fax) (617)576-6612(faa) Janet R.Stearns** Albert E.'rodino *also admitted in Maine e-mail.bwall@freemanlawgroup.com {;Of Counsel Please reply to: Centerville March 29,2006 BY rACSIIVIILE (508)790-6230 AND FIRST CLASS U.S.AYLUL Thomas Perry, Building Commissioner Town of Barnstable �J 200 Main Street Hyannis, MA 02601 Re: Stephen I Giatrelis and John D. Giatrelis 91 Ocean Drive, West Hyannisport, MA Assessor's Map 266, Parcel 003 Dear Mr. Perry: Please be advised that this office represents Madeleine McDonald, owner of property at 75 Ocean Drive, West Hyannisport, Massachusetts. Mrs. McDonald's property abuts the above-referenced property. This letter serves to notify you that, despite the Special Permits and Variance that were recently granted by the zoning Board of Appeals in Case Nos. 2004-126, 2004-127 and 2004-128, the project proposed by Stephen J. Giatrelis and John D. Giatrelis ("Giatrelis") is not entitled to a Building Permit. The project proposes construction of a single family residential structure within 35 feet of wetlands. Section 240-7(G) of the Barnstable Zoning Ordinance prohibits such construction. Giatrelis has not requested any relief from this provision of the Zoning Ordinance and no such relief was granted by the Board of Appeals in the aforementioned three decisions. III , r • Mar, 29. N06 3; GOFiM FREEMA11 LA,W G R 0 U F lug i906 P. 2 March 29, 2006 Page 2 Consequently, the project is not exigible for a Building Permit. On behalf of. Madeleine McDonald, this serves as a request that no Building Permit issue unless . and until. Giatrelis modifies the proposed project so that no structure will be constructed within the 35 foot setback or obtains a variance from Section 240-7(0). Thank you for your attention to this matter. V truly yours, Brian . Nall Cc: Madeleine McDonald TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A116 MapSVW k -, 11 Parcel o p Permit# Health Division a�aI if-'F�#/�''+`53, �TA CC I—E Date Issued 0 �� 0 Conservation Division s � r� ,� '� 6,r C`'�'� V _,,,4•Y ; pP1 Application Fee Tax Collector «� Permit Fee Treasurer -- �i%'l�i�;� Planning Dept. Date Definitive Plan Approved by PlanningBoard Historic on �1 P L ervation/Hyannis Project Street Address a Village Owner aJ11,& Address kz lha AL Telephone Permit Request54, G Square feet: 1st floor: existing proposed C/ 2nd floor: existing Proposed Total new Zoning District_ Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Sized 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: O Yes 0 No Basement Type: ull a//rawl ' ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new 61/ Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ElOther ` Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal stove: ❑Yes o Detached garage:0 ex' ' g ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: xisting ❑new size Shed:0 existing O new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use M.y'��( Proposed Use —7,1wLez BUILDER INFORMATION Name Telephone Number Address License# cod'- Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRI RESULTING FROM THIS PROJECT WILL BE TAKEN TO ke A/ S ---� SIGNATURE DATE o- FOR OFFICIAL USE ONLY J i - *PERMIfT NO. DATE ISSUED r `� MAP/PARCEL"NO. v ADDRESS . VILLAGE . OWNER DATEbF INSPECTION: j FOUNDATION FRAME ' INSULATION , FIREPLACE ELECTRICAL:", ROUGH FINAL PLUMBING: •ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING r _ DATE,CLOSED OUT ASSOCIATION PLAN NO. .F NDARD LEGEND '•1 1 ! / NOTE:not all symbols will appear on a map GOLF COURSE FAIRWAY , EDGE OF DECIDUOUS TREES 1 / EDGE OF BRUSH MAP-266 ORCHARD OR NURSERY . EDGE OF CONIFEROUS TREES r MARSH AREA EDGE OF WATER DIRT ROAD DRIVEWAY PARKING LOT PAVED ROAD i — — DRAINAGE DITCH MAP 266 —— ——— PATH/TRAIL PARCEL LINE # 99 Awe iio -< —MAP# 21 -< PARCEL NUMBER #1860 - HOUSE NUMBER MAP.2.45 — 2 FOOT CONTOUR LINE 1 \ \. —_ ' .� '. \ / ,� t$ 10 FOOT CONTOUR LINE #:75 / \ ° ' `' .5 SPOT ELEVATION \ r \ STONE WALL MAP Z66--- `` , --y- FENCE 3 RETAINING WALL I # 9 _ RAILROAD TRACK \ 1 J STONE JETTY I \\II' I SWIMMING POOL / \ 701 lh PORCH/DECK I 1�jj BUILDING/STRUCTURE .• - DOCK/PIER/JETTY Q HYDRANT O VALVE O MANHOLE o POST 0'" FLAG POLE T O W N O F B A R N S T A B L E G E O G R A P H I C 1 N F O R M A T 1 O N S Y S T E M S U N I T u SIGN ®, STORM DRAIN N PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Plonimetria(man-made features)were interpreted from 1995 aerial photographs by The lames r� 1°=100'scale map and may NOT meet of property boundaries.They ore not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD UTILITY POLE TOWER w ` 0 30 60 National Mop Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Mop Accuracy Standards enlarged scale. on the ma at a scale of 1"=100'. Parcel lines were digitized from 1999 Town of Barnstable Assessor's tax maps b LIGHT POLE O ELECTRIC BOX � 1 INCH=60 FEET* P• h:\Barn\benoit\sitemap\m245.dgn Oct. 13, 1999 13:21 :30 The Commonwealth of Massachusetts (�%6 Department of Industrial Accidents F J~, 600 Washington Street Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit-General Businesses MMMMM name: �� •_ - � - - _ ....,, . address: Llpk, ci state: zi :t.�it IpFAF Dhone# work a location full address: A C✓`Jt am a sole proprietor and have no one Business Type: ❑Retail 2 Restaurant/Bar/Eating Establishment working in any capacity. ❑Once❑ Sales(including Real Estate,Autos etc.) ❑I am an em loyer with em to ees(full& art time . ❑Other ///%%%//%%%%%%/%%%%%/%%%%%//711 %/%%�%/� %/� �% [5 I am an employer providing workers' compensation for my employees working on this job. company name address: city • phone#• . insurance.co: ohc. # %/%/ ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: comPenV name• city .> . phone#. insurance co. - obey# company nsme'.,,... address surance co.:.:; .:. :. :...••:.:.:. : .. .• . `. olicv#: in ' „ .... . Failure to secure coverage as required under-Se 25A of M 152 csa to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civilpe es' the form a STOP. O ORDER and it fine of$100.00 a day against me. I understand that a copy of this statement maybe forwarde o the ffice of tigatio of IA for coverage verification. I do hereby cerli�y ursder the ins an p aiti he inform ation provided above is true and co ect Signature Date t,� Print name L r Phone# 7�D_- 3 � .�use , ... ` . `',.^: ..,w. .:.z •. nfic - �-max.=tcr• x..svRs-Pen -� ,Cs5'� ...i'z : a '� - '`'/" f official only do not write in this area to be completed by city or town official yes city or town: permittlicense# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office []Health Department contact person: _phone#; ❑Other T1 (revised Sept 2003) 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. 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 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. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be subrnitted 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 leg1ly. 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would hike to thank you in advance for you 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 BMW of Imsfigafions 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 phone#: (617) 727-4900 ext.406 r SEP-30-2004 09:51 BARNSTABLE WATER COMPANY 508 790 1313 P.01i01 Barnstable Water Company 47 Old Yarmouth Road P.O.Box 326 a3 Hyannis, MA 02601-0326 '°�"��c ,Mws � r� .� Office:508.778.9617 Fax:508.790.1313 Customer Service:508.775.UM r I September 30, 2004 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 RE: Service#5033, 91 Ocean Drive, West Hyannis Port Dear Sir: Please be advised that the above water service was shut off and the meter removed on September 29,2004. The owners have informed us that they intend to demolish the fire damaged building and rebuild on that site. , Sincerely, Jane Morse, Clerk Barnstable Water Company . v f TOTAL P.01 OCT-05-2004 TUE 02:10 PM KEYSPAN ENERGY DELIVERY FAX N0, 17818904898 P. 01 KeySpan Energy Delivery • ® 127 Whites Path ."i;d R) i,no y South Yarmouth,Maq tlwsells 026F�1 October 5,2004 To whom it may concern: Ito: 91 Ocean Drive, �Hyannis,MA I This letter is to conhnn that we have cut and capped the gas service at the gate box and removed the meter to the above referenced property on October 2,2004. We will re- install service at a later date: If you should have any questions, I can be contacted directly at 508-760-7502. Sincerely, f j Johaltne Ouellette Fiold Coordinator _ Cape Division f 09/26/2004 13:37 5087906310 TAX COLLECTOR PAGE 01 MUNICIPAL LIEN CERTIFICATE (Office of the Collector of Taxes) TOWN OF BARNSTABLE THE COMMONWEALTH OF MASSACHUSETTS Certificate No: 36374 Stephen J Glatrells September 29,2004 106 Cape Drive Mashpee Ma 02649 TITLE REF; Bk 12617.pg 341 and recorded at the Barnstable County Registry of Deeds I certify from available information that an taxes,assessments and Merges now payable that constitute[lens as of the date of this ceft tAte on the parcel of rear estate specified In your application received on oWx 004 are listed below, Assessed Owner; Cad Realty Corp Location of Property; 91 Ocean Drive Hyannls,MA Parcel Identification R266-= Land Area; ,62 aC Valuation $524,700 FISCAL YEAR 2004 TAX'Preliminary Actual DISTRICT TAX*Prellminery $3'466.27 Actual HYANNIS FIRE $1,065.14 BETTERMENTS/SPECIAL ASSESSMENTS Road Sewer Water FYOS RE Tax bills Will be Septic issued late October'04, Committed Interest We cannot accept Land Bank payment until after the UTILITY LIENS Water $104.05 Issue date, Sewer Committed Interest OTHER LIENS Committed Interest Collection charges TOTAL BILLED Payment $4,637.46 Abatemen I ts/E)tem[nions $4,637,46 Chargee and Fees Interest BALANCE DUE 50.00 PRELIMINARY TAXES generally represent no more than 50%of prior year's tax UNPAID BETTERMENTS/SPECIAL ASSESSMENTS NOT YET ADDED TO TAX IMPROVEMENTS VOTED FOR WHICH,THERE WILL PROBABLY BE BETTERMENTS/SP UNPAID UTILITY CCHARGESECIAL ASSESSMENT PAY-OFF CALL Assessors 508.862.4022 OTHER UNPAID CHARGES:WATER CALL; 80&775-0063 This Property is in tax tile. Contact the Treasurer at 508)862-4653, 4 kit of the amounts listed above are to be paid to the Collector. Ihave no Knowledgefda y other Outstanding amount that constitutes a Ilan. This form approved by the Commissioner of Revenue `-+'-`tee Collector of Taxes' i MUNICIPAL LIEN CERTIFICATE i (Office of the Collector of Taxes) TOWN OF BARNSTABLE THE COMMONWEALTH OF MASSACHUSETTS Certificate No: 36374 September 29,2004 Stephen J Giatrelis 106 Cape Drive Mashpee Ma 02649 TITLE REF: Bk 12617-Pg 341 and recorded at the Barnstable County Registry of Deeds I certify from available information that all taxes,assessments and charges now payable that constitute liens as of the date of this certificate on the parcel of real estate specified in your application received on 09/28/2004 are listed below. Assessed Owner: CSJ Realty Corp Location of Property: 91 Ocean Drive Hyannis,MA Parcel Identification R266-003 Land Area: .62 ac Valuation $524,700 FISCAL YEAR 2004 TAX*Preliminary Actual,,. ,2 ..,. _ P $3,468.27 DISTRICT TAX*Preliminary u 'Actual•f= '-HYANNIS FIRE "` _ t$1;065.14 BETTERMENTS%SPECIAL-ASSESSMENTS` �' ' •'` "' s.-1...FY` w'i `:a+:,r1'e .:Road- ,.��,:- < r •;.t1� ?':. f', _ 4 _ e e: .,,. `_F' Sewer ..� ..... fY05 RE Tax bills will be Water issued late October'04. Septic We cannot accept Committed Interest payment until after the Land Bank $104.05 issue date. UTILITY LIENS Water Sewer f Committed Interest OTHER LIENS Committed Interest f Collection charges TOTAL BILLED $4,637.46 Payment $4,637.46 Abatements/Exemption s Charges and Fees Interest BALANCE DUE $0.00 PRELIMINARY TAXES generally represent no more=than 50%of prior year's tax. .UNPAID�BETTERMENTS/SPECIAL ASSESSMENTS NOT YET ADDED TO TAX PAY-OFF'CALL Assessors 508-862-4022 IMPROVEMENTS=VOTED`FOR`WHICH THERE WILL PROBABLY BE BETTERMENTS/SPECIAL ASSESSMENT ,UNPAID 0TILITY CHARGES t' `�'~�'uF` f OTHER UNPAID CHARGES: WATER CALL: 508-775-0063 ,t.This Property'is in'•taz`title. Contact the Treasurer at(508)862-4653,for outstanding amounts. All of the amounts listed above are to be paid to the Collector. I have no Knowledge of any other outstanding amount that constitutes a lien. Coilector of Taxes Im This form approved by the Commissioner of Revenue I �j TOWN OIL' BARNSTABLE REQUEST FOR MUNICIPAL LIEN CERTIFICATE Charge $25.00 per parcel S REQUESTED BY----------- e : ----�--64 MAILING ADDRESS------- ------------ - -- --- -------.---------- ----- - =---- ----��(f�.� 0 PHONE NUMBER---------- �! ----- � --- ------------ ------------------ ------------- - _a_____ _____ ____________ ____ - DATE OF REQUEST-- -------- - - ----- --- ------------- -------- ------------ )l NAME OF PROPERTY OWNER------ ------- ------- - �✓""�-------�- - ---�-A 4- 5------- �f � �� s -------- -- ---- OWNER AS OF JAN 1ST---------= - - ------------- -------- ----------- �'� - _ - PROPERTY LOCATION' ------------- - -------- �---- - ---�-- 1 A.Ste R_,9 AIC, REF N-----------------OR SALE--------- ----- ��rC ASSESSORS MAP-----------------------PARCEL----� c-- -----------LOT# '. - -------- --------- DEED IiNFORMATION BOOK---- -- ---------PAGE-----------------------OR CERT.#-----------------_-- "PLEASE DO NOT USE PLANT BOOK&PAGE,IT DOES NO GOOD AT ALL,:* . PLEASE.ALLOW TEN WORKING DAYS TO PROCESS THIS LIEN CERTIFICATE. WHEN IT IS READY,WOULD YOU LIKE TO: PICK IT UP-----------------PHOiI TE ER--------------------- HAVE IT MAILED-------- ------------------ INCLUDE.37 CENTS IN CASH OR A STAMP WP files Liencrt.doc E® SEP 2 8 2004 TOWN OF BARNSTABLE COLLECTOR OF TAXES i i 10/12/2004 TUE 07:12 FAX NSTAR 0 002/002 ONSTAR One NSTAR Way,Wastwood,Massachusetts 02090-9230 EL EC TR/C GAS October 12,2004 Stephen Giatrelis 68A Nicolctta's Way Mashpee,MA 02649 Dear Mr. Giatrelis: This letter will serve as confirmation that the electric services at 91 Ocean Drive,Wcst Hyannisport,MA was removed as of October 10,2004. Based on this information,there is no electric power to this building. If you have any questions,please contact me at(781)441-3531, Sincerely yours, 7v Mary Bl dc11 New Connections Office I i E?9c 2�=�79 1 F° u5t 01319e? 0.3--03-2006 . 01 = 37s, � . BAA4RNSTABLE a IN CLERK _ RAMsr"L 9. .06 FEB —9 p4 :Q3 Town of Barnstable LJ.� "/'j Zoning Board of Appeals Decision and Notice Appeal 2004-128—Giatrelis Special Permit Findings MGL Chapter 40A,Section 6 Demolition and reconstruction of a new dwelling on an undersized non-conforming lot Summary: Granted with Conditions Petitioner: Stephen J Giatrelis&John D.Giatrelis " Property Address: 91 Ocean Drive,West Hyannisport,MA Assessor's Map/Parcel: Map 266,Parcel 003. Zoning: Residence D-1 Zoning District Relief Requested & Background: Appeals 2004-128 seeks Special Permit Findings pursuant to MGL Chapter 40A, Section 6 to permit the demolition of an existing dwelling and reconstitution of a larger dwelling on an undersized nonconforming lot. This appeal was submitted along with two other appeals Number 2004-126"that seek bulk variances,and'- 2004-127 that seeks a special.permit to extend an existing nonconforming buildings or structure. The objectives of the appeals are to substantially demolish the existing one=story, single-family dwelling . with an attached garage and rebuild a new two-story, three-bedroom, single-family dwelling with an attached two-car garage on the property. The 6,800+/-'sq.ft. lot was created in 1932 and the structure dates to 1905. Both the lot and structure are non-conforming with respect to Residence D-1 zoning district regulations. The proposed location of the dwelling is based upon the existing foundation and is proposed td be located 10 feet from the front property line where 20 feet is required, and 8 feet from the east side property line where 10 feet is required. The setback intrusions are less than that which exists today. The proposed.top of the foundation is in compliance with Section 3-5.1—Flood Area Provision of the Ordinance: Procedural.& Hearing Summary: Appeal 2004-128 was filed at the Town Clerk'.s Office and at the Zoning Board of Appeals on July 16, 2004. An Extension of Time for holding the hearing and filing for the decision was executed between the applicant and Board Chairman. That public hearing was.duly advertised and notices were sent to.all abutters in accordance with MGL Chapter 40A. The hearing opened on September 22,2004, and continued through several meetings to September 28,2005. At the continuance,the Board and the applicants' Attorney,Bruce P. Gilmore Jr. agreed to restart the hearings due to a loss in quorum(see Notice of October 12, 2005): A new.public hearing was duly re-advertised and re-notices sent to all abutters in accordance with MGL Chapter 40A. The hearing.was opened November 30, 2005, and continued to January 18,2006 and to February. 1, 2006. At this time the Board granted Appeal 2004-128 for,Special Permit Findings'pursuant to F MGL Chapter 40A, Section 6 [o permit the demolitionyof the existing structure and'the.rebuilding of a.new dwelling subject to conditions herein. Board Members hearing this appeal were;;Ron S Jansson,James Hatfield,Daniel M. Creedon,Randolph " Childs, and Chairman Gail Nightingale: Attorney,Bruce P. Gilmore Jr. again represented the applicants during the hearing. Peter Sullivan,Professional En4ineer for the reconstruction was also present. Mr. Gilmore presented a brief history'of the property, the subject lot dates back to 1932, the creation of "Seaside Park"land division on this area in West Hyannisport. He also stated that the building was constructed on the property back in the 1930's. He noted that the lot fronts on Ocean Drive (listed as a paper,street). It functions only as a walkway and partly as a private driveway to the dwelling. He summarized that neither the lot nor the building conform to current zoning regulation for minimum lot area, and yard setbacks. Those conditions being legal pre-existing nonconformities`in structure and lot. The existing structure has five-bedrooms and it was recently damaged by a fire. It is not habitable today and is now vacant. The applicant seeks to demolish the existing structure and rebuild a new two-story., three- bedroom single-family dwelling with an attached two car garage. The new construction would conform to all FEMA regulations. The applicant also agreed to improve the drainage on 3`d Avenue. An Order of Conditions has been issued by the Conservation Commission and the plans for the on -site septic system approved by the Board of Health for three-bedrooms. It was also noted that the building height and other consideration have already been restricted by a prior;appeal.from an.abutting neighbor. Mr. Gilmore stated the applicant purchased the property in 1999:and has been attempting to improve it since that time. Y Mr. Gilmore noted that the plans that are.before the Board in this hearing differ for the original ones submitted. The Florida room has been eliminated and the overall footprint area has been reduced. Y The Board and Applicants representatives.discussed the bxea of the structure. It was noted that no living Y area would be created in the basement level as that is below Elevation 11 and not permitted by FEMA regulations. The level of construction on the lot is to be 2,633 sq.ft. living area,565 sq.ft. garage and 453 sq.ft. of deck/porch first floor and 154 sq.ft. deck second floor. Public continent was requested and Ms. Arlene M. Wilson,representing Mr. and Mrs. Cormay, abutters at 161 Third Avenue noted that the proposed redevelopment of the lot had been the issue of litigation and that an Agreement had been issued. She stated that the plans presented are in agreement with the decision. -- - - -- - Madeleine T.-McDonald;owner-of abuttinglot at 751Ocean-Drive;-Joseph.-Curran,.of 123--Third-Avenue,and. ----.._-__ Lena Tepper of 138 Third Avenue a,direct abutter all spoke in opposition.to the proposed redevelopment of the lots. They cited wetlands issues, high property values caused by over building on small lots, and contend Y that the proposed new dwelling was not in character with the existing neighborhood. The abutters also " noted their concerns with the rental of the dwelling. The Board noted that the project has been issued an: Order of Conditions and a Superceding Order also; the proposed new dwelling would be FEMA compliant. With respect to short term seasonal rental, the Board stated that it could.condition the property to eliminate seasonal and short term rental of it. The applicant stated that it.was not his intent.to rent the property once it . was rebuilt. ; The hearing was continued'to verify informatiodon.the number of existing bedrooms and to secure further da ta on the proposed height of the structure.'P g At the continuance, the Board reviewed the height of the proposed structure. It.was noted that the first floor elevation would be 13.03,FEMA compliance and that the ridge elevation would be 37.85. A letter from the Health Division was also presented that verified the septic permit was still valid. f < ' The Boardrevie wed the natur e of relief ef bein re qu.e stedan d d etermin ermined that the appcant would first need Special Permit findings under MGL Chapter 40A,Section 6 for the_demolition and rebuilding of the dwelling and would also require a variance as the proposed-new structure did not comply with the required setbacks. Findings of Fact: At the hearing of February 01, 2006, the Board unanimously made the following findings of fact: 1. Appeal 2004-128 is that.of Stephen J.Giatrelis"&John D. Giatrelis seeking Special Permit Findings ' under MGL Chapter 40A, Section 6.to permit the reconstruction of an existing 5-bedroom non- conforming single-family dwelling on a non-conforming lot. The property is located as shown on Assessor's Map 266 as Parcel 003 addressed 91.Ocean Drive,West Hyannisport,MA. It is in a Residence D-1 Zoning District. 2. The applicants are seeking to substantially demolish the existing one-story, three=bed ro om, 1,838 sq.ft. single-family dwelling with an attached garage and rebuild a new two-story,three-bedroom, 2,633 sq.ft. . . living area,single-family dwelling with an attached 565 sq.ft two-car garage on the property. 3. The proposed location of the dwelling is based upon the existing foundation and is proposed to be located 10 feet from the front property linewhere 20 feet is required, and 8 feet from the east side property line where 10 feet is required. The setback'intrusions are less than.that which exists today.. The proposed structure is.also located further from the salt marsh wetland delineation and the proposed . top of the foundation is to be 12.2 in compliance with Section 3-5.l—Flood Area Provision of the Ordinance. 4. The subject property dates to May 16, 1932 and was created by deed recorded at the Barnstable Registry of Deeds in Book 488,page 443. According to the Assessors record, the home dates.to 1905. Both the lot and structure are pre-existing legal non-conforming with respect to zoning,having predated the 1949 enactment of zoning in this area of the Town with respect to lot area and building requirements. 5. The site plan identifies the ro ert is full located in the designated f P property Y Y gnated FEMA A10 flood zone subject to periodic flooding to elevation L,The lots'highest elevation is 9 feet and within 130 feet it slopes to a Tidal Creek-elevation 0. The area of upland is estimated to be 6,800 sq.ft. ` 6: The Board recognizes the non-conformity:in the lot and as per the gas"case: Special Permit -- -- Findings under MGL Chapter 40A,Section 6 are needed to permit the demolition and reconstruction_ with expansion of a single-family dwelling on the non-conforming lot. In that regard,the proposed new dwelling does intensify the alleged,nonconformity,however the proposed new dwelling would not be - substantially more detrimental to the neighborhood than the former dwelling. 7. This application falls within a'category specifically excepted in-the ordinance for a grant of a Special Permit and after evaluation of all,the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to.the public ' good or the neighborhood affected.- 3 , r Decision: r Based on the findings of fact,;a motion was duly made and seconded to grant a special permit for the demolition rebuilding with expansion subject to the following conditions: .. 1. Location of the dwelling shall be as shown on a plan entitled"Revised Grading &Drainage Plan. 91 Ocean Drive W. Hyannisport,Mass."as prepared for Stephen J. Giatrelis by Sullivan Engineering, Inc., dated June 3, 2004 last revised May 11,2005. 2. The dwelling shall be built substantially in conformance to plans and elevations presented to the Board entitled "Ocean Drive Centerville,MA"drawn by WB Daniels Designing&Planning dated 01/09/06. 3. The dwelling shall conform to the requirements set.forth in the Agreement for Judgment.and the ridge line shall not exceed an elevation of 26.5 feet as measured from the ridge line to the foundation,nor . exceed an elevation of 3835 NGVD:as measured to the ridge line and not including cupola and chimneys. The proposed structure shall also.not exceed the 30 foot to plate height limitation imposed.in the zoning ordinance for the district. 4. All improvements within the right-of-way of Third Avenue shall be reviewed and approved by the Engineering Division of the Town of Barnstable. .. 5. The structure is limited to two-stories. Because the,basement level of the building could be susceptible to flooding, that level shall not be finished as living space. 6. The number of bedrooms shall not exceed three. 7. The total gross area of the structure shall not exceed 2,633 sq.ft. living area, 565 sq.ft garage and 453 sq.ft. of deck/porch,first floor and 154 sq.ft. deck second floor. 8. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health requirements. 9. All construction and site.development shall conform to all applicable FEMA regulations,and all the requirements of Section 3-5.1 Flood Area Provisions of the Zoning`Ordinance. 10. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall - - ---- e ocate so as to conform to the-required setbacks for the districtand-screened from neighboring homes and rights-of-way as well as views from the water. 11. The dwelling, attached garage,covered porches; and decks shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any other accessory structure be permitted without further permission from the Zoning Board of Appeals. 12. This decision must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or . building permit is issued. The relief authorized must be executed within one year of the grant of this permit. 13. ;Use of the property.shall be that of a,year round residence. It shall notbe rented,leased or sub leased for any period less than a 12-months. { . 4. ' The vote,was as follows: AYE: Ron S Jansson,James Hatfield,Daniel M. Creedon,Randolph Childs, Gail Nightingale NAY:. .None Ordered: . Special Permit 2004=128 is granted with conditions. This decision must be recorded at the Registry of ,Deeds for it to be in effect. The relief authorized by this decision musube exercised in one year. Appeals of . :. this decision, if any, shall be made'pursuant'to MGL Chapter 40A, Section 17,.within twenty(20)days after the date,of the filing of this decision;a copy of which must be filed in the office of the Town Clerk. Ga l C. Nighan/:je, Chauman' Date Signed I,LmdaHutchenrider, 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.appeaT of the decision has been filed'in th office. f the Town Clerk. dd Signed and sealed thisi under t epams nd penalties of perlur`i' y Linda Hutchenrider,Town Clerh. ' 5. MEN jog'���V,�'�� Hi����+a43a'1#x•nu�" �q r ' _ ...-' gg. 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I :Theo Bamsfable f�atnofraa t. , j fii 6,` �loverilbet'I1 a17dNovelnb'er 18 2(105 . Zoning Board of Appeals (ZBA) Abutter List for Map 266 Parcel 003 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. j rThisst by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor ofthis list is responsible suring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on I1/9/2005 . Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 245115_ LAFRANCE,ANN J 488 SPRING ST rORTH DIGHTON MA 02764 USA 2451.16 MCDONALD,JOSEPH D MCDONALD,MADELEINE 95 MAIN ST MARSHFIELD MA �02050 JUSA .` 245122 WALSH,JAMES M&MARGUERITE 86 OAK RIDGE BRIDGEWATER IMA 02324 245123`_` HAMILTON,JANET E P O BOX 636 W HYANNISPORT MA 102672- USA 245124 COW.AY,CHARLES T&MAR IA 131 MONTVALE WESTON MA �02493 . JUSA IRD. 245125 : . FAGERSTROM,LAWRENCE F 121 ASHMONT DORCHESTER MA 1021.24 USA. ST 245126.: ILEGAN,JOSEPHINE W TR LEGAN LIVING TRUST PO BOX 287 W HYANNISPORT MA 102672 JUSA I 245128 MCDONALD,JOSEPH D& MCDONALD,MADELEINE T 95 MAIN ST IMARSHFIELD MA 102050 USA 245129 MCDONALD,JOSEPH D MADELEINE MCDONALD 95 MAIN ST . IMARSHFIELD MA 102050. JUSA 245132 1QUINLAN,RAYMOND L& MORGAN,JANE B 222 FIFTH AVE W HYANNISPORT MA 102672 245134 JQUINLAN,RAYMOND L TR THE BIRCH STREET REALTY TRUST 3 GERMAIN ST �WORCESTER �MA 01602 245135002 JVOGT,ARTHUR 0&SUSAN L N ONE WINCHESTER MA 01890 USA WILDWOOD ST 2.6002 BARNSTABLE,TOWN OF(MUN) - 367 MAIN ST HYANNIS MA 02601 USA 266003 JCSJ REALTY CORP 648 MAIN ST OSTERVILLE MA 02655 USA 266004 DOERGE,ANNE A MIDDLE FORT MIDDLEBURGH �NY 112122 JUSA - _ IRD 266005 BERRY,JOHN P&MARGARET D 71 CARRIAGE SOUTHBOROUGH MA 01772 USA TRS HILL CIR ' Thursday,November 10,2005 Page 1 of 2 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country ` 266006001 JGARRAGHAN,NANCY L %GARRAGHAN,R ABEL 625 SAWKILL KINGSTON NY 12401-7101 USA I RD 266007 STEWART,WILLIAM H JR& TEPPER,NINA 205 LOCUST ST IHOLYOKE MA 01040 " 266008' WINSLOE,WILLIAM P O BOX 59 W HYANNISPORT IMA 102672 USA 266009 CHISHOLM,THOMAS B I P O BOX 399 IWAYLAND T IMA 101778 266010 ' COLLINS,CHRISTOPHER W& COLLINS,SHERYL A 100 IHOLLISTON MA 101746 USA —] BRIARCLIFF LN 266035' SATKOWSKI,THADDEUS R& SATKOWSKI,LORRAINE G PO BOX 218 STAFFORDVILLE —]—CT 06077 USA , i - A Thursday,November 10,2005. — Page 2 of 2 TH th, The Town of Barnstable BARNSfABLE. • Department of Health Safety and Environmental Services 7 MASS. t639. ♦0 p,Fo MAy Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of I s ection ( v�� P Location y9 ' �--A#',f Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 'P- � T7) C- e nr S7Ad2S —TT) r2 l ' Si!� E- V\T- -- s-rE-�E L-4- F6 u al � (Z-� P r E t-= KE-� 8 L6 c 1C G-,4 is, c-)A LL 5 cat Irl r ` — C-0 k-c-� c /U- Please call: 508-862-4 038 for re-inspection. Inspected by Date D i Assessor's office(1st Floor): / Assessor's map and At umber v � a3 of tNE to Conservation '✓ Board of Health(3rd floor): ' �•7!s"� Sewage Permit number Z DAS77TU � rua Engineering Department(3rd floor): i639' House number �p OR Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO +/ �;�? 1741AJ �E/D //e� TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /— Location �_ —Oce,4id✓ Io14Gv`y1� Proposed Use Zoning District Fire District Name of Owner T 1 in/ &l/L1Leff- Address Name of Builder &6P121^�� LAISA Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area a ll&,4 CIVG o� Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License ;/ BARRETI', JOHN • - V• 1. T - No 35567 Permit For ReSHING E PURTION OF ROOF. .� F t Single Family Dwelling Location- 91 Ocean Hyannis= Owner t John 'Barrett Type of Construction Frame Plot Lot Permit Granted December - 14 ,'-, 19 92 , w -Date of Inspection 19 Date Completed 19 - -s c • J I i r { F ' Barnstable Assessing Search Results Page 1 of 2 Barra• Home: Departments.Assessors Division: Property Assessment Search Results NMI 91 AN, RIVE 54eveN G I —et ownei~ CSJ REALTY CORP Property Sketch Legend Map/Parcel/Parcel Extension 266 /003/ Mailing Address , CSJ REALTY CORPMIN DK � 648 MAIN ST 4 � i OSTERVILLE, MA.02655 � 2005 Assessed Values: f 3 AY ' Appraised Value Assessed Value Building Value: $ 128,200 $ 128,200 Extra Features: $2,300 $2,300 Outbuildings: $0 $0 Land Value: $525,300 $525,300 Interactive Property Map: Ma re uires Piu in: Totals:$655,800 $655,800 1 have visited the maps before Show Me The Mau } April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: CSJ REALTY CORP 10/22/1999 12617/341 $275,000 BARRETT,JOHN P&MARY ALICE 8/21/1998 11650/120 $180,000 BARRETT,JOHN P&ODONNELL,T M TRS 7/15/1993 8704/045 $ 100 BARRETT,JOHN P 6/15/1983 3764/157 $0 BARRETT,JOHN P`M792 11650/123 $0 2005 READ. ESTATE Tax Information: Tax Rates: (per$1.000 of valuation) Land Bank Tax $ 119.03 Town Fire District Rates Other f $6.05 Barnstable-Residential $2.12 Land B• Barnstable-Commercial $2.80 Hyannis FD Tax(Residential) $996.82 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $3,967.59 Hyannis-Residential . $1.52 9-os- Hyannis-Commercial $2.39 }-bF� •L� W Barnstable-Residential $1.44 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 8/12/2005 Health Complaints 12-Aug-05 Time: 3:10:00 AM Date: 8/8/2005 Complaint Number: 18333 Referred To: DONNA MIORANDI Taken By: SHARON CROCKER Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: INJURIES Business Name: Number: 91 Street: OCEAN AVE Village: HYANNIS Assessors Map_Parcel: Complainant's Name: CHARLES CORMAY Address: Telephone Number: 781-272-3000 Complaint Description: 1/2 BURNT DOWN LAST OCT. NOW BACK AND SIDE DECK COLLAPSED OFF HOUSE AND NAILS AND WOOD PERTRUDING. PEOPLE ARE FREE TO GET IN AND OUT OF IT AND FOUNDATION MISSING IN PARTS ALLOWING ACCESS. IT'S BEEN VANDALIZED. ACCESS TO OCEAN. CAN WE GET OWNER TO BOARD UP BETTER. (OWNER: STEVE GIATRELLIS, MASHPEE) Actions Taken/Results: DZM tried to investigate but 91 Ocean Ave doesn't exist. Determined it must be OCEAN DRIVE off the Avenues and shall go back to that site tomorrow when there is more time. 08/11/2005-DZM investigated and took pictures. Placarded the house with an unsafe, keep out sign. Investigation Date: 8/9/2005 Investigation Time: 1 f Barnstable Assessing Search Results Page 2 of 2 W Barnstable-Commercial $2.10 Total: $5,083.44 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.62 Year Built 1905 Appraised Value $525,300 Living Area 1626 Assessed Value $525,300 Replacement Cost$ 170,898 Depreciation 25 Building Value 128,200 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Knotty Pine Grade Average Heat Fuel Oil Stories 1 Story Heat Type Floor Furnace Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 1 1/2 Bathrms Total Rooms 7 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,300 $2,300 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area (Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) 3 i http://www.town.barnstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 8/12/2005 i ostr N/i ��s� /' { 1 I is►• � .�, •� i wo,o WT..Well Stan I _ N 3 / -1Awl- 1111e. /r I \ N� { / NA• b �N a / / aotpl is Nor/e r \\ • - - ._M I le.n I I � ve _ I I _ I _ t Z3 a- 40 _wtd •'Location M 1 .' { { o w \\\ ASSESSORS REF.: Mop 266, Parcel 3 //////��� / !�e 7n (40'%ide-Pr WY) , \ice /i�� �'+ / �/ERLAY 1STRl T: / / �P - Aquifer Protection District ARevi"Revised Grounds Shown cr� water an Entitled Protection Overlay Districts" - April, 1993 - / Stan �10 , o• xroD- � � _ / i - � NE: � 4 - g9 ZO FL OD ZONE: RB Zones B & A10 (E1=11) Area (min. 43,560 SF / / ct• tF _ ENV 0.P�P6(` Co munity Panel No. Frontage (m(min) 20' �0 50001 0008 D Width (min 100' e - D••-------A lo.f F^F;oa ,, Wo LI y - Setbacks: , ':en, z L Rk 9 Jul 2, 1992' / A8 _4_ _ Z FOYNp4T10N 9� �� Mtt ? Front 20' 0%�11 ( \\ \ LTv lens g/ ELF A Side 10'- \ N r-. r-+ w \ / q/ Rear 10' luP \ 27 Ia�Too'aov pTt.el�a -7 - , 78M E1=6.11 NGYV A6�••. 5 ate. IZ.2 N.G.V.D; �LI - u Top of CB H C o� .•-1qu'..: S '`I -6• �._ 'TIti. Resource Line (as Flagged by ENSR 08/JAN/98) La- _ - at I MA Zone Cines •' \ \� ^� i '• b ' os Digitized by T08 GlS _ A ✓SM07 t�ew n's" `\�'--- -- �' pper�, /�• a DRAINAGE SCHEMATIC ' - _i. - i:' .SM/6 - .) Not to Scala - xa$ \\off _`\ �i' 05 � ..SM04 4 Edge of \ 3A103 a '� , e..Ya-•"«.s n w_ 1� F.�..a..ma 3 2 Phrogmites Edge of Saltmarsh $ „^ �' "td• , ^/ COBBLE STONE SWALE m (as nagged by ENSR tJ/APR/00) PLAN,VIEW NOT TO SCALE oa ` $CaIB 20' tqh( 11,05 KEHt7Jc 35e+Y�u Qoo toff BAP 46E o r; —�4'''l aj cw - v,r `• o• !f �� - D6G.2gO4 ADCeD JTAIR6 '� \ `U1.Z�•li�I\'� +u .s." L'1'1 �;� ,sac.•+ o" Apoao vou.rosT,oN D.Mrtta�.oNe - - \\ AL Salt Marsh a I tiIL - -=r� -`_-____ DRAINAGE DETAILS I NOV.Z9 eH AOOtUa NOYG cOR G.aAGc P•F \. �� "a•• +,:'-,•. Aue 2903 o WOR l_.1 MI �-1NE 1, � - Not to scale N R¢4RAD,NG P-14 A.M.WII-SON A3�OC 5. 1 rdOl Gfeek C- -..-� / all/)'-rA,L`_`�`•-W'ty{'' O [ �f� yCu R�VI.'�,ON PU4.1 03 ING. l¢TTast OPTRD Ju,-Y al qg 1 �a __� ' - J.•_ Title: PREPARED BY. PREPARED FOR: Notes '17 /Revision: � � U3 REVISED GRADING a DRAINAGE PLAN Sullivan Engineering, Inc. Cap@SUfV STEPHEN J.GIATRELIS I.) The property line information Shown was N 1v 91 OCEAN DRIVE 106 CAPE DRIVE compiled from available record information. _ Cq W.HYANNISPORT, MASS. PO Box 659 7 Porker Rood �" O Osterville, MA 02655 Osterville MA 02655 MA$HPEE MASS. 2.) The topographic information was obtained rn (508)428-3344(508)428-J115 tax (508)420-J994(506)420-3995/ox from an on the ground survey performed on 'or between JAN/00 and MAY%03 r \ O 3.) The datum used is NGVD '29,"a fixed mean Draft:MJD Field: RRL/RJM/MHD/WHK 20 0 10 20 40 80 sea level datum. Date: June 3,2003 Scale: Review: PS Comp/Droft: RRL Qs Shown Prod 99084 Drawing C421gl 3 1z9�� GI �� yy 1 A H SMOKE DETECTORS REVIEWED BAR TABLE BUILDING DEPT. DATE F 4x4 POST WRAP w/Ix PINETYR m co FIRE DEPARTMENT DATE 0 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING a F SCREENED DECK C7 v PORCH 2865 z n I SCREEN DR. z � z q'_Ou I 6° BOXOUT DN. TO Gin "i—if A I� ® 2,_a' 20u DW .�I� ' I--1 z 13 P1 KITCHEN I r BREAKFAST q ° 30" C GREAT RM 6. REF C To m r Q � O DN. - GARAGE O UP - t m ® 6'-0" G.O. 4.4 POSTScl 3 STEEL LALLY COL,s- I' 5/S" TYPE "X" G.W.B- 13 KIPS) ON WALLS C n - - ------ - O ( CLG- n CL-- . EA.END OF STEEL BF1�h1 I - q'-O° n O T Axt BOTTOM TES 1 BOLT TO SILL 6 it O T_pu PorlatYs C.OPIC. FND_ IIV FOYER n DINING v n= a O I \ uq .a GOV RED O I \ / I I q \ / I r w " A(D PO R OF to- DI _ FIBERGL COL. _ w O z z w GP 4'-0' 7'_0' 7'_7n 5'_5" 5'_p". 5'_p" 3i_3" q'_p" 2'-6" q'_O" 3'-B. 1 24'-0' 10'-O° 27'-0' w\ 61'_pn e-XiX'T!FICATja..� ;tk 000 FIRST FLOOR PLAN 31�, T•� SCALE:iA'=1•4r �jP g ARCy� AREA CALCULATIONS �\� ONCE �G C� DATE 02/1z/06 1ST FLOOR LIVING SPACE - q15 S.F. Q REVISIONS 05/P8/06 2ND FLOOR LIVING SPACE -1,577 S.F.3 SEAGONS ROOM - 180 S F No. 7396 TOTAL LIVING SPACE -2 672 S.F. Hr ' DRAWN BY DRAWING NO- �A. �q[rH OF MPS Al 4x4 POST -16'HIGH WRAP w/Ix PINE RAILING o TYP. cli m r- yAll co ROOF DECK �yi 7'-7" 1T-9" T-6° 13'-0" T-6" - ® � F-1 Z O O O Qa BOVE Q' 13 II 3° _p yy to D - 3. z o � 1 2, HALL/SITTING AREA _4a o z ca z cL. I M. BEDROOM v W I2 _ DIN 18'x15' Q a ii 01 1 U V DRESSING 1 o CI ' I8 I m m on 5,_Os N BATH _ 16 6 _ p SEDI�OOM #2 2 42" VA _ 42° VAN. Q I °ice LINEN mi JAC. 6 00 3, 6° 1 ' - h 3° ---- m M. BATH TDB m Y 3° 3° CAH. d W �W FO Q 4'x3'-6° TILE A SHOWER O 5'-0• 24'-0° 10'-O° 21'-0° 5'-O" W W V_Ou Z o z W SECOND FLOOR PLAN scnl.E:IN_V-0' IL S��PED aRcyl DATE OP/fP/06 C E F REVISIONS 03/28/06 C, No. 73 6 O DRAWN BY 7O MASS DRAWING NO. Q` TN Of M S� _ A2 - - 1 i I �I z o �N II -4 I �s �I A d dm D m z m N N 4 D �N Z � I G N A �1 4 m ®® ®® r°= O �® A z ®® ® F=7❑O ® QDc aNp D3 mD A i1 c i t-ri -------------- mm Dpp ttDn�2 �{ NN p� N ® z P , z �2 N m L1 N {7Dq` r LL—] it D z m r C 0 � ED i - -I � L m mj s ypo A zc 10" 10" 10" m w3 =O�EF c� o pDm D Ar v Zr cm wN10�" AF N z F �` �� 2 m Cl =v n C3 i I N m NEW HOME AT 0 z OCEAN DRIVE WB Daniels o j o o Ln CENTERVILLE, MA. DESIGNING & PLANNING WPO BOX 737 W. DENNIS, MA 02670 TEL 506 760-2003 i I , I i I c 4v m m I Hill z �N I I JN a 101. MI II III �I m g b m m 8'-5u 5'-011 IO" 1 I e = n 4 L7 O m TT m F -Di O Fm El TT i wWO� AF 9 m o_ D n o m :1, TS rn NEW HOME ATWB D C m OCEAN DRIVE Daniels a ° ° CENTERVILLE, MA. DESIGNING & PLANNING -p PO BOX 737 1P. DENNIS, MA 02670 TEL 508 760-2003 a J" DIA.A.B. @ 42-O°O.G. , 2-45 CONT. 4 III—III=1' III- ° BREAKAWAY PANEL c 4'-O'x6'-O° o N I 0 5'-61 4'-0 5'-6° 2-P.T. 2x8 GIRT 12" DIA. CONC. o ° 1 2x6 WALL SONOTUBE, TYP. - - - - - _�_ {�- - a TOP OF GONG. W I I H 19 WALL 9" ABOVE FIN. GRADE I I Cu m I I o I-05 CONT. I 1 1 ® F=4 z 0o I I © I I CONTINUOUS z 2x6 P.T. SILL PLATE/SILL INSUL z 30x30x12'DP. I I 3�_0n �_O w/I/2" DIA GALV. A.H. 0 4'-0' O.C. MAX CONC. FTG. 36°x36"xl2° DP d ° o Fi �j W I0x22 STEEL BM. CONC. FTG. b�_O" ^ (50 KSI) - - - - _ 1-�I 2-US CONT. SM. P K T-T TP. L - J- -- - - -- -- -- L-- - J- --- - - - - - -- - o `' o 9 MIN. BRG. 4 tt4 @ 24°O.G. 4'x8"x10 3/16'-TYP. m ° A5 L - - zz — — —— — oe BASEMENT WALL I L_ ° O� FTG. ON BREAKAWAT © , i i Z (SEE SECTION I/A5) PANEL I I 45 SCALE3r4•=V-W 3'-O'x2'-W I +— 8' CMU 9"ABOVE FIN. I I I I r O ON 12" FTG. 26 KIP COL.w/rx5°x5" GRADE x Z 1 1 I I ST. TOP 6 BOT. PL. I I W JlI�1ll Q N CONC.°FTG DP I I pOq Q i' DIA.A.B. -9 10'-0° CONC. FTG. W O 14'-3° I STEP FTG. AS NEEDED I I - CONTINUOUS 8° CONC. WALL _ PER GRADE CONDITIO 36°x36•x12' DP >� I C- - - iv STEP-�_ J ON 20'xl0' CONC. FTG.I -���-' 1 STEP FTG. AS NEEDED a III_ ��-COS• FTC'- r in GARAGE (SEE SECTION 2/q5) I I o PER GRADE CONDITION 2-45 CONT. W 1Ox22 STEEL BM. I- - - - I 6°x66"O 10 WMwON o L J (50 K51 I W ID�STEEL BM. 6" COMPACTED GRAVEL l- - I 48'x48•x12• DP L ONC FF7G.� I � I I CONC. FTG. p� 1-tt5 CONT. I ( w/3-a5 EA. WAY tV BASEMENT 20 KIP CAL. w/Z'x5'x5' I I I I ® 1 ST.TOP 6 BOT. PL. cr 3 ML1/2' CONC, SLAB OVER - - - - I O _ 6 MIL POLY VAPOR BARRIER r - -J _ c - OVER 6' COMPACTED GRAVEL N 36"x36'xl2° DP I I I I SLAB ELEV.- 4.75' DROP DROP E- CONC. FTG. 2-05 CONT. ° y I I I i ' 1 I I WALL 12' WALL 12" - Ir u 4 F 24•O.C. I - - --- - - - J P L - - _I=__— - --- — - - - - - - - - - - — o .-. 2-P.T. 2x8 GIRT z 2 GARAGE WALL 0 I I t DIA. CONC. W. AS SCALE:3/4•=1'-0• ' L - -- J SONOTUBE, TYP. W z O U P.T.2x6 BOLTED TO WI0x22 w/} DIA.BOLTS 14L2" 8'-10" 2'-9" 9'-�"° 2'-b° q'-6" 2'-9" 0 24'O.C.-STAGGERED 4 24'-0" 10'-0. 27'-0" 61,-O" tts FOUNDATION PLAN crdl c-ua•=r-o• NOTE: WELD BASEMENT 915 S.F. 2 BREAKAWAY PANELS NAVE BEEN PROVIDED i'x4'x8°ST. PL. 4,32050N IN ANC SHOWN.QUIRED AS PER 3t07.5.3 HORED TO CONC. KALL tt5 \C3,\\P,ED ARCy�� DATE OP//P/06 4, ��? F� REVISIONS 05128106 Q. No. ? DRAWN BY VIA' DRAWING N0. 3 BEAM POCKET DETAIL THY v Q 5 A5 SCALE:1 1/2•=1'-O• WINDOW SCHEDULE SYM. MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN TW2852 2'-10 1/8"x5'-5 7/8' B ANDERSEN CXW13 3'-0 1/2"x3'-0 1/2" C ANDERSEN C235 4'-0 1/2%3'-5 3/8" w D ANDERSEN A21 2'-0 5/8"x2'-0 5/8" o c E ANDERSEN TW2846 2'-10 1/8"x4'-4 7/8" 1 to F ANDERSEN CN125 1'-9"x2'-4 7/8" a` co G ANDERSEN TW1832 1'-10 1/8"x3'-4 7/8" vQi H ANDERSEN CW23 4'-9"x3'-01/2" w/EGRESS HARDWARErA a J ANDERSEN CR14 l'-5 1/2"x4'-0 1/2- K ANDERSEN P4040 4'-0 1/2""x4'-0 1/2" ® � Z L ANDERSEN CTC2 4'-0 1/2"xl'-8 3/4" z M ANDERSEN 2817 2'-8 5/8"xt'-7 1/4" BASEMENT WINDOW (7 REQUIRED) z N ANDERSEN 283102'-10 1/8"x4'-47/8" Q' NOTES: t-1 QI 1. ALL ANDERSON WINDOWS 4 DOORS TO BE 400 SERIES-WHITE 2. ALL ANDERSON WINDOWS TO HAVE FULL DIVIDED LIGHT GRILLES. p SEE ELEVATIONS FOR GRILLE PATTERNS. THE GRILLE SYSTEM CONSISTS OF FACTORY INSTALLED ALUMN. DIVIDER PLACED 02 C IN BETWEEN GLASS AND PERMANENTLY APPLIED INTERIOR 4 0 EXTERIOR GRILLES_ z GRILLE PROFILE: 7/8' WIDTH-WHITE0-4 z i` f-1 se W �1 a 1z INTERIOR DOOR SCHEDULE S H..C. =SOLID CARE C. HOLLOW CORE 2x4 WALL THICKNESS UNLESS NOTED OTHERWISE SYM. MFR'S UNIT WIDTH HEIGHT THKNESS CORE REMARKS 1 3'-0° 6'-6° 13/8 S-C. /FLANKING 12' SL. 4 16' HIGH TRANSOM 2 2'-8' 6'-B° 1 3/B S.C. �y H w Fti 13/8 S.C. 4 4 2'-8' 6'-B° 13/8 S.C. pa a'W .21 A a 5 V-6' 6'-8° 1 3/8 S.G. 0 xz 6 ANDERSEN F1,41-13168 3'-0' 6'-8° W w 7 ANDERSEN FWG1O068 q'-q 3/4' 6'-8' 1 3/8 S.C. z O z 8 OVERHEAD DOOR q'-O° 7'-0' w/121 H. TRANSOM q OVERHEAD DOOR q'-O° 7'-0' w/12' H. TRANSOM 10 2'-6° 6'-B° 1 3/5 S.C. PAIR ' II 5'-O" 6'-8' 1 3/8 S.C. BIFOLD 12 2'-6° 6'-8° 1 3/8 S.G. 13 ANDERSEN Fl•JG6068 W-O. 6_8• 14 V-6' 6'-B° 1 3/8 S.C. 15 2'-6° b'-8' 13/8 S.C. 16 3/8 S.G. BIFOLD ARC E 17 2'-4° 6'-8° 1 3/8 S.G. � /y/T�. DATE 02142106 18 5'-O° 6'-8' 1 3/8 S.C_ BI-PASS ��' REVISIONS T Iq 2'-4° 6'-8° 1 3/6 S.C. N 1-- NO. 20 2'-6° 6'-8' 1 3/6 S.C. '-- c.� DRAWN BY 21 2'-0' 6'-8° 1 5/8 S.C. NIA DRAWING N0. HARDWARE NOTES: TO BE DETERMINED A6 i N AxrocAD'�- 3 ro' a'-o° ism go. MIN Z =3 >,pro Dm i IIII Z IIII=oI m i ywt jig I I p g k m. oZ n $ � -� m O ° Z K(o �8� io a�n� \\ e• P S ` `l a 1 101 � i Y- �m-Mli IIIIITIII � I 10.1 71 P � Oe ppqgy; �S a Qng DyQ V-10^ 6�-gn 6�-0° m a$ na oix IIIII11 III fC! 3: co m € � \ U (1� a I D< Lww WL8. Z -------------------- o \ P n b C g m N " O 4 III IIII III a IIIIII cp J N to I �$Tg� 2 Ilee Z 'E " a� Z DU)0 2 o oT (n= m a ?i m gcy�SETTS g NEW HOME ATWB Z Z z OCEAN DRIVE Daniels o o CENTERVILLE, MA. DESIGNING & PLANNING PO BOX 737 a W. DENNIS, MA 02670 TEL 508 760-2003 0 - --- - ---- - ,� _ _ 0 _ --1f1' ° �16 — — — r ` I q� - z AQ 3 y 2 A Dx 0 o _ ___ _ -< - - - r„ r �_-_. - _t=-—-— 0 N 11� Z ® II - 4g� - - ° �T r II _ _ I I I I I I I I 1 1 1 1 I I I I I I I I I I I i l l l l l l I I I I I I I _( w P '. 6 7 D O�BM I I I I 1 1 1 1 1 1 1 1 �a �Ow 0� AFC I I I I I I I I 1 I I I I I I I I I I I o D/� n o I I I I I I I I I I I I I I I I I 1 11 T 'V'^/2 - �, 9j" TJPe 0 le O.C. F Ln 5 0 NEWAT z C) z OCEANHOME WB Daniels o CENTERVILLE, MA. DESIGNING & PLANNING PO BOX 737 11L° W DENNIS, MA 02670 TEL 506 760-2003 a ° o� m D- 0 �r - - - _ n O - 4 �� IJR DG ID. m Z I- o - - .� 1016 d 16 o C. - - - 64M EE I I I I I x I o m ii � - - - - - I —1 I - I- - II I it 1 I 2j, RIDGE B I I I I I I I ED I I I ( I I I II I I I I I ( I i I I I I I I I II I � I I N I 1 NIO'e 0 16" O.C. TCD D cf) 0 �= m a V 9. �n ti Z m NEW HOME AT D0 z OCEAN DRIVE WB a o CENTERVILI,E, MA. DESIGNING & PLANNING ro PO BOX 737 11L0 1P. DENNIS, MA 02870 TEL 508 780-2003 J, /I y G�. � A 2 1 St / Owe/lingo R. � '•'o �� If ZI /� // tiFo , 1 1 � � t+ • J 3•C /� r737'0 Stone Z3 Wood OeckTree Hell•bnetmtonN� / \ I7 N/Ir / N/F/ NRlllamKoslowCharles T 4 A►orcP Cormoy dliom N. Stewart Jr) • N O 7850 Lfe r 10415/5 / t ftiz — — — - / I a tee`\y1'\ / 1 y'� , 3 / Lown / I // \ O I I I I / "� ' \ i_=_.�_J Gravel Way ) o 3 , I town -- ; = I ► I 3 , ` �� d ► - a 4 � off � (4p' Wide_ private Way) _ ,� •� I © _ — _ Location Map / a ( I I a t --- "`--j LOH _ 1"-2,000'f 0 q • / , I LE ASSESSORS REF.. Map 266, Parcel 3 / / / / 9 / B wcg�Fs / (40' Wide - Priy a Wo / / / — `@ ,F — �/ _ _ .o� , P� Z '� o GA / OVERLAY DISTRICT: / /``o/o�No / �j / AP — Aquifer Protection District / lawn / b sTnNE / As Shown on Plan Entitled �' Revised Groundwater Protection Overlay Districts" — April, 1993 180. 0 S 1 %' ZONE: G / 180.00' S7T00' E t o �o \ 6000 _ FLOOD ZONE: RB TV _ l �oQ�p.���z�) Zones B & A10 (EI-11 ) Area (min.) 43,560 SF FE / _ 9 �N�,Fo 0.P\P Community Panel No Frontage (min) 20 FF�to Msc A� o�� Width min 100 A 7 „�, .LF. $,,a #250001 0008 D ) / d........................:.� I lo.l' Existin WO � Setbacks: g Dwelling itAl eik It LI k LI July 2, 1992 �, / A8 ( _ 4 — j�� c. rck a on / — ^� "^1,- '>p Fron t 20' \ C,iimneylI lb q B Side 10 0%` WON / Rear 10' o f' R E - / r [� �oF oD'�•AIML 1 -7 T. 1Nb < - ---- - - _._ A6 I ,-.; ..,_._ _�. �. 2.,'t ZS L ►crrou ,, ti Top of CB/DH 1 - RpA -- � " RHw.IZ. •RAoc 12 Qf 9uaOaq f� _ \ ••l 1 DecWOOk Resource Line (as Flogged by ENSR 08/JAN/98) - -- \ 1 as LIS L-0 S-M""I N Low" -�_ - - � � � AREA uTY qPcRlou \ a Clothes FEW Zone Lines Line / `C as Digitized by TOB GIS \ =./i/1,i 4 J . _ '� 4'10.0 c..Tc-w e c A2••, rSM07 (� Q 5 .. DRAINAGE SCHEMATIC o Z e o , Not to Scale i U 2 � \�opde \�� �i'%05 / 3 GABBLE STONES SM04 �� C.S.Faal.a a oa4ta t 1J Q \ ` RIM �. Iz.ts M.U.PRAMa♦covet — \ / CI«Ib NaD 01•AOa RIM ate.19.0 i �� '' �'�i Ili SJwo3 $ n a A COryG.R1yaF\LTaRFAEg1C 2 > Ede of '� : 48. 9 t� l; W. / 7 Pae.lTONE `•�' = Phragmites Edge of Saltmorsh o o. wt�v T � 3 O G oM w.ao y ► ..o •. n .. ,� _ ,< m (as flagged by ENSR;13/APR/00) �` Sl, 1 � COBBLE STONE SWALE -* o t //'�" 12"OI HbP¢ N•=�ti_, ODUOLE....:N.p / ^? ! NOT TO SCALE D o :! " _ PIPa T/R) Srrav9 t 41 L AYeu«o 7,13 A ^ ,'o � 'T g� APPROVED PLAN y a � �� s p `� —21 .. -- —viT i pcau a pa. 0 ^ � S s .o .•, � CATGN 94SIN TRAM rl PLAN VIEW Scale: 111= 201 -i:• \ �►Ik Salt Marsh _ =- DRAINAGE DETAILS -----_ Not toScaIs -._,_ Tidal Creek - RmG•RAONVG PMR A.M•Wll_SON AS50CI5. j �° - -� „s• '- - / Rev15lpN AU&.1 03 \uG. %-rLTTE.R oA,-e0 7uuy -6 CI __ JIL Title: PREPARED BY. PREPARED FOR: Notes/Revision: REVISED GRADING & DRAINAGE PLAN Sullivan Engineering, Inc. CapeSury STEPHEN J. GIATRELIS 1.) The property line information shown was 91 OCEAN DRIVE 106 CAPE DRIVE compiled from available record information. rn PO Box 659 7 Parker Rooc C W. HYANNISPORT, MASS. Osterville, MA 02655 Osterville MA 02655 MASHPEE , MASS. 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox from on on the ground survey performed on or between JAN/00 and MAY/03. o 3.) The datum used is NGVD '29, a fixed mean Draft: MJD Field: RRL/RJM/MHD/WHK 20 0 10 20 40 80 sea level datum: `L Date: Scale: Review: PS Comp/Draft: RRL June 3, 2003 As Shown Prof 1 99084 Drawing # C421g1