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0251 SCHOOL STREET
h r I � � i ..o -w vim, 2 200 IV � to f v D PROJECTb NAME: ADDRESS: Z15 I SGplDd I R PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOXax 13(0 SLOT G� Data entered in MAPS pro'gram on: BY: q/wpfiles/forms/archive �S 1 S6io o L. S , U� G �� v 10. 00111 _ C- CA 2 � � Sctiuv� S-t— 4CA ED IN: 1r 1 k A i 4 Coyle, Brenda = From: Dabkowski, Cindy Sent: Tuesday, October 08, 2013 12:12 PM To: Coyle, Brenda Subject: RE: Amnesty Program 251 School Street Cotuit This property has expressed an interest however the homeowner has not started the process as of today. -----Original Message----- From: Coyle, Brenda Sent: Tuesday,October 08,2013 12:07 PM To: Dabkowski,Cindy Subject: Amnesty Program 251 School Street Cotuit Hi Cindy, Is the property listed above applying for the Amnesty Program, if so do you have the recorded copy of the Comprehensive Permit? Thank you, Brenda T CUSTOM INSULATION CO., INC. 16 Jacques Street-Rear Worcester,Massachusetts 01603 . (508)755-2315 Or Fax(508)756-1941 1' On March 8, 2012 Custom Insulation installed the following at 251 School St Cotuit MA. Roofline Slopes - R38 8.54" Demilec Agribalance Open Cell Spray Foam Garage Ceiling - R30 6.75" Demilec Agribalance Open Cell Spray Foam Exterior Walls —R24.5 5.5" Demilec Agribalance Open Cell Spray Foam Foundation Walls —R14.3 2" Demilec Heatlok Soy 200 Closed Cell Spray Foam Overhang - R38 8.54" Agribalance Open Cell Spray Foam Effective R-Values: Demilec Agribalance Open Cell Foam R-value per inch 4.45 Demilec Heatlock Soy 200 Closed Cell Foam R-Value 7.4'at 1" 26.6 at 4" Dave Winslow Custom Insulation �a. co °^'2 a` ,M Town of Barnstable 1"E' lq,� Regulatory Services Thomas F.Geiler,Director KAS&`'H g Building Division 6 ►�e Tom Perry,Building Commissioner 200 Main'Street, Hyannis,MA 0.2601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT FEE:. $ SHED REGISTRATION 200 square feet or less . - Location of shed(address) Village } fro I;A- ; 3) 4 Property owner's name Telephone number - ' X/ i �D 2 C � IBC Size of S Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic"District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 f. PLEASE NOTE: IF YOU ARE 'WITHIN THE JURIS DICTION N OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEETHE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST-BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg 4,a REV:05201 � �,J;J�� vv F:\SD&iCPROJ\C]70001C]7347\C17347.dwg Sep 09,2011 -3:15pm PLAN REFERENCES° ASSESSORS MAP 20, PARCEL 100 d PLAN BOOK 15, PAGE 67 O �p S� / �� s tq tq DATUM NOTE- FFT ELEVATIONS SHOWN HEREON ARE BASED �; 4qY e ON AN ASSUMED DATUM CONCRETE ®�FOUNDATION 1 ASSESSORS MAP 20 PARCEL 101 DWELLING UNDER CONSTRUCTION f 00 N ASSESSORS MAP 20 PARCEL 99 •� ti 1 p.00, P L A N SCALE: 1 40� ASSESSORS MAP 20 PARCEL 97 or ft9gss� I HEREBY CERTIFY THAT THE FOUNDATION SHO o� JOHN��� HEREON IS LOCATED AS IT EXISTED ON THE GRO Z. 1�, AS OF 09-06-11. DEMAREST,JR. q No. 36859 �OFES DATE °� �q I t PLS o SUR\l 10 DRAWN BY:JL14 Coastal Engineering Co.,]nc. c 2011 C17347.dwg COASTAL PLOTPLAT tl OF LAND SHEET NO. PROJECT NO. C 17347.01 ENGINEERING FOR Cl SCALE COMPANY,INC. CAROLINE TAROLLIJL AS NOTED 260 Cranberry Hwy.Orleans,MA 02653 DATE 508.255.6511 Fax:508.255.670D 251 SCHOOLST. BARNSTABLE, MA 9-09-2011 �x. rsr Pe T- R -2-0iJ1 SoS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t � Map 2 Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis v r . Project Street Address Z s 1 Sc- t1 o0 L �T Village CO+ it Owner A,"I-)A.)C -T A IQ 0CIZ-1 Address y ex SSA (fci ,f- Telephone Permit Request 4d® Qa1,Zi.fit.V7J1-1- )LM✓ -J k7 01-1 tl_ne4l F7ity Square feet: 1 st floor: existing ro osed 2nd floo7:~existin ro osed Total new q 9-proposed 9-proposed Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Uv : Lot Size Grandfathered: ❑ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure lee Historic House: ❑Yes X No On Old King's Highway: ❑Yes )ICNo Basement Type: )4 Full ❑ Crawl X Walkout ❑ Other Basement Finished Area (sq.ft,) /6 90 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new _ Half: existing 0 new Number of Bedrooms: 1 existingA new Total Room Count (not including baths): existing _ _new _First Floor ftom Couht.? Heat Type and Fuel: )4 Gas ❑ Oil ❑ Electric ❑ Other _ t x, O Central Air: XYes ❑ No ' Fireplaces: Existing New _ Existing woodcoal stove: ❑1�sNo 00 y Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: Ulexisting -,61 newt size_ Attached garage existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: i w 00 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑JYes �No If yes, site plan review # /C- _ Current Use P S / I�Ls7�ri �- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I Telephone Number GP� Address �® //- _� License Home Improvement Contractor# Worker's Compensation # �P /.'1 2?2,�� ALL CONSTRUCTION DEBRISRESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ' DATE J FOR OFFICIAL USE ONLY ARPLICATION# I + R ,itMAP./PARCEL N0. . , ADDRESS VILLAGE OWNER ' r DATE OF INSPECTION: ..--FOUNDATION ,-- QJ> AV y FRAME " q INSULATION _. - FIREPLACE R ` Y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS-- ,,- ROUGH, FINAL BNAL BUILDING •6 DATE CLOSED OUT • 1 ASSOCIATION PLAN NO. Comm_onweai#h-o 7 ffius,e*Ne -= -_-_ --- =-- -----=--- Department oflndustrial Accidents Offlce of fnvaWgations 600 Washington Street - B'oston,MA 02111 www.massgov/din Workers' Compensation s Insurance Affidavit:p - Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Le •bl Name(Business/Organization/Individual): Address: C City/state/Zip: - Phone.#: .� Are you an employer? Check the appropriate bog: -Type p l (required)::n� e of i•o ect 1.�a employer with� 4. ❑ I am a general contractor and I . employees(full and/or'P art-time).* have hired the sub=contractors b. ❑New construction . 2.ElI am a'sole proprietor or partner- 'listed on the•attached sheet 7. ❑Remodeling and have no to These sub-contractors have Ship �employees to es and have workers' 8. ❑Demolition working for me�any capacity. Ye . [No workers' comp.insurance comp.insurance.t' 9• ❑Building addition required] 5•❑ We are a corporation and its I0.❑Electrical repairs or additions 3.❑ I am a homeowner do' all work officers have exercised their 11. P doing ❑ lambing rrpaim or additions myself- [No workers'comp.` ri&6f exemption per MGL 12. Roof repairs insurance req�red.]t c. 152, §1(4), and we have no ❑ employees. [No workers' 13.❑Other comp.•insurance required-] *Any applicant that checks box A must also ED out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating Iey am doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contsacton that check this box must attached an additional sheet showing the name of fhe sub-contractors and state whether or not those entities have employees..If the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that isproyiding,workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Poll #or Self ins.Lic.# „ Policy Expiration Date: o _ lob Site Address: 2 �._� _�I,�'' City/State/Zip: �j� Attach a copy of the workers' compensation policy declaration page'(sbowing 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 miminal penalties of a fine up to$1,500.00 and/or one-year imprison rent, as wen 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, Investimfions of the DIA for insuuance coverage verification. 16 hereby certify under the pans •and enakies ofperjury that the information provided iabove'is true acid correct; Si tore Date: Phone#: i Official use only. Do not write in this area to be completed by city-or.town official City or Town: Permitucense# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone# iACIM CERTIFICATE OF LIABILITY INSURANCE PRoouceR (508)997-6061 FAX (S08)990-2731 THIS CERTIFICATE 18133UED AS A MATTER OF INFORMATION Southeastern Insurande slLl&,Na ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. AtATE T�pETERTHECOVERA E AFFORDED 13Y THE BELOW. P.O. Box 79398 N. Dartmouth, NA 02747 INSURERS AFFORDING COVERAGE NAIC_ IMsuREO Gregory Caul ey wsueAw Arbella Protection Insurance PO Box 635 NKAmlk Travelers Hyannis, NA 02601 ursuru33c • wsl�3 a arsuRel E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE WSURED NAA41ED ABOVE FOR THE POLICY PER=INOIcATED.NOTWITHSTANDIN ANY REQU1IM&NT,TERM OR COMXWN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER7*1CATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE3N IB SUBJECT TO ALL THE TERMS,EfCLUS30M3 AND CONDnXM OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CWYS WSR FOLf.7 EIf�TRR FOLIL7 E7071ATg1 Tree OF arsurANca Poucr Mur at LIM= GOGIRAL tUaLrrr EACH OCCLNWENCE = 1 1000.0001 X CMIMERCI L GENERAL UABLrrY TT)RE3TTED t 100 ,0001 MAM MA OCCUR 8500015641 07/24/2011 07/23/2012 Elrt a,.v� s S A - PEresaNA�aAovsuuler s 11000. GENERALA8QF=X Q t 2 000 GEM AGGREGATE LSRT APPLIES PER: PRODUCM-COUPWAGO s 2,000, POLICY �C`T FJLOC. AUTOMoeas LIAYSJTYCOMBINED BNGLE LIMM i Harr Aura ALL OWlED Auroe - BO L 0" SCHEDULED Autos • H!1®Autos cPMLY wL Y NDlrrov�RrEO Autos : PROPER DAMAW s GARAGS LIANLM ALITO diY-EAACCDENT S ANY AUTO mI�TIC EAACo s AM OILY: AM 8 , EXC�JMBRELLALIAMKHY EAC►raccxmaENCE oCCUR CLAM MADE AGGREEGATE S. o®ucTIeLF RETENTION i WORIOsRS 000049MI OM AND A T ER EMPLOYMLIASLm. EL EACH ACCIMM : s 100,00 BOFFICEPWA34BER EXCLUDED?ANY PROPRETOROPARTNERIEXECUnVE 7P1U6787SA195ti3 9/24/2011 0!i/25/2012 EL DI6EASE-Ew EMPLOYEE s 100,00 HT e..ob.uwr � EL DLSEASE-POLICY Y! t s�1AL PRovIrtBIDHs e.a. S00 0 OTHER DEWRIFTIOM OF OPERATIONS I LOCATIONS I VENKL.EBI MECLLMONS ADO®MY.BiDORSE11EifT131060AL PRONSIOMS for any and all operations performed during the policy period • CERTIFICATE SHOULD ANY OF ME ABOVE DESCRIBED POUCJE3 BE CANCELLED BEFORE THE Town of Barnstable,& EXPI AU M DATE THEREOF.THE SSLMNG INSURER YNLL ENDEAVOR TO MAIL 10 OAYs YIIRRTm NOTICE To Tw cE7mF=ATE HOLDER HAYED TO THE LEFT,. SLIT FAILURE TO MAL SUCH NOTICE VI IALL IMPOSE NO OBLIWTION OR LIABILITY �. OF ANY Kwo UPON THE INSURER,ITS AGENTS oft REPRESENTATIVES. AUTWW.&EED REPRESENTATIVE JOAN MARTIN, . Ar:nRn 7s r7 (OACORD CORPORATION 1988 MassachusettS = Department of Public Safeh' Board of Building RegulationS and Standards Construction Supervisor License License: CS 9013 ;GREGORY M CAULEY � { ,.. 33A AX .� W YARMOUTH,Wb2673 Expiration: 5/11/2012 ('oMMISSirroet Tr#: '30885 f' e.- . +. '. �: c S_;.r fir. T ,; " '� .{✓ Town of Barnstable___---- Regulatory Services • sexxsresM • MASS g, Thomas F.Geiler,Director i6;q. ♦0 En 3 � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:,508-790-6230 Property Owner Must Complete and Sign This-Section If Using A Builder E 0_4 , as Owner of the subject property hereby authorize " ( / � ,� to act on my behalf, in all matters relative to work authorized by this building permit 4!!:�5 7U&7/0 (Address of Job) N **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. gnature of Owner Siva of Applica z Print Name Pant Name Date Q:FORM&OWNERPERMISSIONPOOLS �pFIKE r� Town of Barnstable . Regulatory Services BAMSCABLE, : Thomas F.Geiler,Director 9 MASS. 1639. " g Buildin DivisionNtp�t Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s).who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official 3 Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall.be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently,used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt oFINE A Town of Barnstable P� �, Or BARNSTABLE. ' Regulatory Services 9 MASS. M ib01, Building Division rfD A'S 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 L Inspection Correction Notice k Type of Inspection �3 �s Location 2 S S�H dot, �Y. C-7� Permit Number Z P! 1 VORI Y z-O(z a 113 7' i Owner Builder � L E-7 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: AJ i 7- fiu� s 5 Please call: 50_8-862-4031ffor re-inspectio Inspected by `f Date 'c F:\SDSKPROAC170001Cl7347\C17347.dwg Aug 18,2011 -2:44pm PLAN REFERENCES.- ASSESSORS MAP 20, PARCEL 100 BENCHMARK-MAG NAIL PLAN BOOK 15, PAGE 67 /SET IN WALK-EL.=100.00 OQ 0 DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED qy y ON AN ASSUMED DATUM TOP OF FOUNDATION ,,y EL.=100.01 �98yc ASSESSORS MAP 20 PARCEL 101 - vp EXISTING FOUNDATION n�' t 00 ?.0� �I o• ti 00 - ti ASSESSORS MAP 20 PARCEL 99 r PLAN SCALE: 1 n= 40� ASSESSORS MAP 20 PARCEL 97 w OP I HEREBY CERTIFY THAT THE FOUNDATION SHOWN `' `icy HEREON IS LOCATED AS IT EXISTED ON THE GROUND J ZHN AS OF 08-18-11. DEMAREST,Jp, N A No.36859� DATE PLS t NoFss%E� SURV DRAWN BY:JLH Coastal Engineering Co.,Inc. c 2011 C17347.dwg COASTAL PLOT PLAN OF LAND SHEET NO. PROJECT NO. C17347.01 ENGINEERING FOR CUI SCALE COMPANT,INC. CAROLINE TAROLLI AS NOTED 260 Cmnben Hwy.Orleans,MA 02653 DATE 508.255.6511 Fax:508.255.6700 251SCHOOLST. BARNSTABLE, MA 8-18-11 F:\SDSKPROJIC]7000\C]73471C17347.dwg Sep 09,20]1-3:15pm PLAN REFERENCES: ASSESSORS MAP 20, PARCEL 100 a a PLAN BOOK 15, PAGE 67 S'C O �p *0 004 DA TUM NO TE.• Ily ,o oela�F�T Cb ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM CONCRETE a FOUNDATION 1 ASSESSORS MAP 20 J6 PARCEL 101 2-t DWELLING UNDER CONSTRUCTION ti 00 ti ASSESSORS MAP 20 PARCEL 99 I PLAN SCALE: 1n= 40� ASSESSORS MAP 20 PARCEL 97 iH OF MASS I HEREBY CERTIFY THAT THE FOUNDATION SHO o�� JOHN q�yG HEREON IS LOCATED AS IT EXISTED ON THE GRO Z. AS OF 09-06-11. DEMAREST,JR. .0No.36859, DATE c q Il PLS lq�OSUR\\1 DRA WN BY:JLH Coastal Engineering CO.,Inc. c 2011 C17347.dwg COASTAL PLOT PLAN OF LAND SHEET NO. PROJECT NO. C1 7347.01 ENGINEERING FOR j•C14.1 SCALE AS NOTED COMPANY,INC. CAROLINE TAROLLI 260 Cranberry Hwy.Orleans,MA 02653 DATE 508.255.6511 Fax:508.255.6700 251 SCHOOLST. BARNSTABLE, MA 9-09-2011 1:. Generated by REScheck-Web Software Compliance Certificate Energy Code: 20091ECC Location: Cotuit,Massachusetts Construction Type: Single Family Glazing Area Percentage: 90/a Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Compliance:2.5%Better Than Code Maximum UA:397 Your UA:387 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 'Gross • • UA Assemblyor or D•• Perimeter • Ceiling:Flat or Scissor Truss 849 38.0 0.0 25 Ceiling:Cathedral 809 38.0 0.0 22 Wall:Wood Frame,16in.o.c. r 3205 21.0 0.0 166 Window:Wood Frame,2 Pane w/Low-E 274 0.250 69 Door:Solid 19 0.250 5 Basement:Solid Concrete or Masonry 640 21.0 0.0 41 Wall height:8.5' Depth below grade:6.0' - Insulation depth:6.0' Floor:All-Wood Joist/Truss Over Uncond.Space 1256 19.0 0.0 59 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply With the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: 251 School Street Project Title: Report date:05/16/11 Data filename: Page 1 of 4 c i .h . Generated by REScheck-Web Software 01 Inspection h C Checklist st Ceilings: Cl Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling:Cathedral,R-38.0 cavity insulation Comments: Above-Grade Walls; ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement:Solid Concrete or Masonry,8.5'ht/6.0'bg/6.0'insul,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor.0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_ _Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.250 Comments: Floors: ❑ Floor:All-Wood Joist/rruss Over Uncond.Space,R-19.0 cavity insulation Comments: Floor insulation is instaped in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and•all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Q Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: 0 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired.' (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: Report date:05/16/11 Data filename: Page 2 of 4 (d)Floors:Air barrier is installed at any exposed edge of insulation, (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunroogts: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. © Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used ai return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per. 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g.. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 603 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. " Heating and Cooling Piping Insulation: Lj , HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees Fare insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Project Title: r Report date:05/16/11 Data filename: Page 3 of 4 Where public health standards require continuous pump operation. Where pumps operate within solar and/or waste-heat-recovery systems. t Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 0 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-mehing systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required(abets. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:05/16/11 Data filename: Page 4 of 4 ' 2009 IECC Energy NJ/ Efficiency Certificate Ceiling/Roof _ 38.00 Wall 21.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): k � w Window 0.25 Door 0.25 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: d IF 4 a a " a U a u 4 , 4 d n Western Surety a n r n a n LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, n Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. a u a KNOW ALL PERSONS BY THESE PRESENTS: BOND No. L&P•4 018 0 4 7 8 That we, Greg M Gan1 a)z , of the city t y of Ra rn s t ah1 e State of as Principal, y and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the town of Barnstable , State of Massachusetts ,Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of one thousand dollars DOLLARS ($ i ,nna nn ), (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 a building contractor by the Obligee. NO,W�® Y �REFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances, (including all amendments), pertaining to the license or permit, then this obligation to be void, otherwise to - e 11 force and effect for a period commencing on the 23 day of a` p 9011 , and ending on the 23 day ofn CORPORgrF 9012 , unless renewed by continuation certificate. iis,�boon, �A ted at any time by the Surety upon sending notice in writing to the Obligee and to the %n_cipal, bligee or at such other address as the Surety deems reasonable, and at the expira- tior�'N"' rt l�n '' �s from the mailing of notice or as soon thereafter as permitted by applicable law, whiclieeris ater;'`this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 23 day of mn)' n> > Greg M le Principal Principal Countersi d WESTERN E T Y C O N Y 4 4 4 4 f By By T o Resident Agent President ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA l ss (Corporate Officer) F County of Minnehaha f On this 23 day of May 2011 ,before me,the undersigned officer,personally F appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN 4 4 SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do, executed the foregoing y 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 a D. KRELL 4 NOTARY PUBLIC RsEA1 SOUTH DAKOTA sE� s Notary Public, South Dakota My Commission Expires 11-30-2006f Western Surety Company • 101 S. Phillips Ave. Form 849a-2-2001 +° '+°p0�°9`' ` 'y`'`�bj`'`'''`'`'`'`�`'`�`�+ Sioux Falls, SD 57104 • 1-605-336-0850 G F U F ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) ; u STATE OF 4 F ss J F � P County of F y F U G U On this day of ,before me personally appeared F U G U F U F f G il 4 il 4, 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. G U 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 . F P F f• n n f F E* F p � F n P � P F \ 'Z' Za U VC n L 0 z +� il G � , Pj A I�M O > w 6 OFE Town of Barnstable Barnstable Historical Commission ELASTAB * 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. (508) 862-4786 Fax(508) 862-4725 1639• ��� www.town.barnstable.mams prFO MA'S March 17, 2010 Linda Hutchenrider,Town Clerk 367 Main Street, Hyannis MA 02601 Y` - Thomas Perry, Building Commissioner -= - 200 Main Street Hyannis, MA 02601 -- Caroline A. Tarolli 196 Ministerial Drive Eai Concord, MA 01742 Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the .Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for FULL DEMOLITION of follow property: Location: 251 School Street, Cotuit, MA Assessors map and parcel: 020-100 Date application submitted: March 05, 2010 The Barnstable Historical Commission reviewed the above referenced application at their duly noticed meeting of March 15, 2010 and at that meeting, they found that the house at the above address was not an architecturally or historically significant building and they voted 3-2 to approve the application for a full demolition to remove existing at 251 School Street, Cotuit without out a public hearing. The building was originally constructed in 1916 and the Commission suggests maintaining some of the structure or to introduce a gambrel roof into the new design. Present and voting to permit full demolition were: Chairman Barbara Flinn, George Jessop, AIA,Jessica Rapp Grassetti Present and voting not to permit full demolition were: Nancy Clark, Marilyn Fifield Absent:'Len Gobeil Sincerely, Barbara Flinn, Chairman cc: Synergy Company Construction LLC i '�� l � r I r t i f 1� OF Ma 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS) , S`ticy THE MASSACHUSETTS STATE BUILDING CODE ,v t 1- t4A- a2 ELE Gs. tRA1CH � � /• z CUDILO, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone of u No.34774AL Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' STRUCTUH A G!S1LP�O`�ki Check Ss,�rl 1.1 SCOPE Compliance Wind Speed(3-sec.gust) .. ........... .:............. . . . ................... 110 mph Wind Exposure Category .. .......... • ... ... ... .... ... ...... . . ... ......•...... ... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope soil be considered a� tory) rA—L* r f► 2 stories s 2 stories Roof Pitch ........:. .. ...... . .. . ..... ... (Fig 2) . . . ... ..... ..... . .. 2;1 Ls 12:12 _ Mean Roof Height .... . ......... ..... .... .. (Fig 2) . ......... ...... .. (W., 33' �Z Building Width,W .. . ... .. ....... .. .... .. (Fig 3) 80, Building Length, .. :..... . .. ......... ... (Fig 3) 80' tl°t Z Building Aspect Ratio(L/W) ...... ... .. ... . (Fig 4) 3:1 Nominal Height of Tallest Opening' (Fig 4) . 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections... (Table 2) .. .. .... .. .. . . .. .. ..... ...... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry ....... G 2.2 ANCHORAGE TO FOUNDATION'•) ��r- ,%'.'Anchor Bolts imbedded or% Proprietary Mechanical Anchors as an alternative in c ncrete ly '( Bolt Spacing-general .. (Table 4) ....................., A. s ;,u AA, Bolt Spacing from end/joint of plate ....... (Fig 5) .........`.....: in.s -12" Bolt Embedment .............. (Figs)...... ................. .. in.17" Bolt Embedment masonry............ .. (Fig 5) .............. "- in.a 15" Plate Washer .............. (Fig 5) ........ ..... ... z 3"x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ....... (per 780 CMR 55.00) :.:.....: ..: Maximum.Fioor Opening Dimension.......... (Fig 6) ............... LL ft s 12' Full Height Wall Studs of Floor Openings less than 2'from Exterior Wall(Fig�6) ............. Maximum Floor Jbist;Setbacks; Supporting Losdliearing Walls or Shearwall (Fig 7) : .... .... ft s d Maximum Cantilevered Floor Joists — Supporting Load bearing Walls or Shearwall . (Fig 8) ............ ...... =ft s d Floor Bracingat Endwalls :...... ; (Fig 9) :......: .. Floor Sheathing Type ............ ... (per 780 CMR 55 00) .. Floor Sheathing Thickness (per 780:CMR SS.00) •.. ...... :.`. . Floor Sheathing Fastening .......... ... (Table 2)Ja d nails at m ed e/ 2 i field -�- g 1- 4.1 WALLS Wall Height. Loadbearing walls .. (Fig 10 and Table 5) ... t.. ft s 10 Nond.oadbeahilg walls (Fig'10 and Table 5) .... . .. 2�Sft s 20' Wall Stud Spacing ... .....• ...... (Fig 10 and Table 5)....... _in.s 24"o.c. _ Wall Story Offsets ... (Figs 1&.8) ....... _ft s d 4.2 EXTERIOR WALLS', Wood Studs Laadbeanng walls (Table 5) d ..2xL-- ft in. _ Non-Loadbearingwalls .. (Table 5) ....... ...2x -�Zft_in. Gable End WallBracing' —. Full Height F.ndwall Studs: (Fig10" ... _ WSP Attic Floor Length .. ...(Fig 11) C'erlp.,444j. ft a W/3 ': _ `. •• ,C3_vpaum•Csilinp Lp»ptb!;i WSP e„,,..,.�.A)(F:g 1 I) .:.:- ...���-74"1FT sue.m o.ew ,. and 2 X 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig I 1).............................. or 1 x 3 ceiling furring strips 0 16"spacing min.with 2 x 4 blocking Cgs 4 ft.spacing in end joist or truss bays ...................... ....... ... .. ....... Double Top Plate Splice Length... .... . . . ... ....... . .... (Fig 13 and Table 6) ft f Splice Connection(no.of 16d common nails)(Table 6). . . ....... .•. . ........ 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES 0� MICH CUDI ELE L, Loadbearing Wall Connections (OTu I� Mk LO -ALateral(no.of 16d common nails) ......... Tables 7 2 �� ' ° No.34774 n Non-Loadbearing Wall Connections ) STRUCTURAL Lateral(no.of 16d common nails) ....... .. 8) .......... . ... ... q Eo Load Bearing Wall Openings(record largest opening but check all openings for c pliance to Table 9) FcisrERi.;, 'srcW!;act-;�, Header Spans.......... ........... . (Table 9) ft b in.s 11' Sill Plate Spans .................. ..... (Table 9) .. .. . . ftin. Full Height Studs(no.of studs) ........... (Table 9) 3 (Ur�Gs. ! Non-Load Bearing Wall Openings(record largest opening but check s dpenings for om 1 ance fo abT le 9)Header Spans...... ..................... (Table 9) . Sill Plate Spans.... . . ........... ..... ..• (Table 9) .. . .. •• him. s 12' Full Height Studs(no.of studs l •• ft in.s 12' .. ......... (Table 9) ... . �3�. .. . .. .. . .. (t 1 --- Exterior Wall Sheathing to Resist Upl' and Shear Simultaneously,1 -- Minimum Building Dimension,52 Nominal Height of Tallest Opening' ......... . .... .. . ... ... .. ... ..... . (t s 6'8" Sheathing Type ..... . .. ......... ..... (note 4 ) Edge Nail Spacing ....... .. ... ... . .. ...... ...... ..� ••••••••.... (Table ]0 or note 4 if less) .. . ,:... . m. Field Nail Spacing . . ................. (Table 10 - i Shear Connection(no.of 16d common nails ) Percent Full-Height Sheathing •• )(Table 10) .. ........... . .. . I w... (Table 10).......... . . .• . ........ ./ _ X.5 a 44(, 5%Additional Sheathing f W 1 wit pening>6'8"(Design Concepts).. .... -• Maximum Building Dim ensio', r S (p2 -- Nominal Height of Tallest Openings.... ( t4 s�68p _ SheathingT --KY„ Edge Nail Spacing (Table I I or note 4 if less — ...... ... in. 3 Field Nail Spacing . .......•.......... (Table 11)........... .......... . m. _— Shear.Connection(no.of 16d common nails)(Table 11) .. ` Percent Full-Hei ht Sheathing t3 g ..:....... (Table l l)........... ... r _X Sg�S 22t$Lll�. f 5%Additional Sheathing for Wall with Opening 6'8"(Design Concepts)r:. .�. WaI1 Cladding Ratedfor Wind Speed?......,............................:........ Mfg-►�L 5.1 ROOFS Roof framing trerrbersparis checked? (For Rafters use AWC Span To91 see BB RS Website) Roof Overhang ..•. ••,,•,,, figure-19) ...... ft s smaller of 2'or L/3 Truss or Rafter ConnecAons at Loadbearing Walls — Proprietary Connectors llp iU.aptoral (Table 12)....... ...... U= 3 shear (Table 12)............. Rtd S (Table 12)....... S f ge, trap,Conttacttons, collar a no�page 21,(Table 13) T. Gable"Rake Rafter it"ker (Figure 20) ...A�l.�AL h s smaller of 2'or In b. TNss'or Rafter.Connection's at Non-Loadbearing Walls Proprietary Connectors _Uplift .: (Table 24). Lateral(no of 16d common malls) : .. . (Table 14 U=---1b. Roof Sheathing Type )' L lb — . (per 780 CMR 58.00 and 59.00) Roof Sheadting'Thtclmess — Roof 3heatlung Fastening d 7121 in.i 7/16',WSP (Table 2) �. `oL F= Notes: b •t ?. �f l� i i. This checklrst shall be'met in its entirety, excluding.the specific exception noted in 2, to comply with the R 5301.2:1.]Item,l.If the checklist is met in its entirety then the following metal traps requi exnents of;780 CM and hold dowtui aro not`required per the WFCM 110 mph'Guide: a Steel Stn3ps per Figure 5 b• 20 Gage Straps,per Figure l l C. uplift,Straps perFigure'14 d. All Stiaps per£ygure 17' e• Comer Stud,Hokl.Downs per Figure 18a and Figure 18b 2• Exception Opening heights of up to 8 ft.shall be permitted when 5%is added to he.percent full-height skeach.ng 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ' 4. a. From Tables 10 and I 1 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/l/08) 780 CMR-Seventh Edition 1055 I� 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS t5 I < g L THE MASSACHUSETTS STATE BUILDING CODE HA- b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: CF' i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment WHEN THIS FXGE RESTS ON FRAMIN(USE 8d NAIIS n 11 ii 1 I l.11 u I 1 11 11 1 11 ;l II M II 1 It 4 1 I ii ,1 p 1 u n F 11 11 � 1 I 11 11 1 11 11: - 1�IL 11 11 1 Y Y I 1 11 11 II 11 11 1t 11 M 11 1 1 urAvMW See Detail on Next Page i Vertical and Horizontal Ne.iling forPanel Attachment I 1056 780 CMR-Seventh Edition 12/28L07 (Effective 1/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES C Vi7-M� 5 -- 1 1 1 O 1 t 1 N ( I 1 1 Q 1 1 1 1 1 { { :3 1I11 t i LuH Q FRAMING MEMBERS aLu ' EDGE WTERMEDIATE t 1 1 1 1 1 1 , �r g i ■ 1 1 i 30 MIN. 1 1 77 STAGGERED T 3-MIN 2 NAd.PATTERN . PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL Detall Vertical,and Horizontal Nalling for Panel Attachment ' 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1057 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced_"o/c, or in concrete piers w% Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B,unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50,shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, I/2"diameter:punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams: use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. shall be 1.9E L.V.L. with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fear=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc�er-750 psi, Fear— m m 2900 psi. Note that Microlla and Paralla may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior.to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. l x6@ 48"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafterends to top.plate:' Simpson:H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6.Bolts: Bolts in woodliraming.shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter. Bott head.sand-nuts shall.bear on standard malleable iron washers,or square plate washers. AI I nuts shall be retighiened aticoffioletiom of job. 7.Blocking: . a. Blocking shall be solid bloc.king,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0 o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule:. Solid Blocking to,Bearing 2-8d toenails ea.side Blocking Between:Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this block 1.ing. 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple;Studs. 16d @ 12"staggered a All nails shall:be common wire nails. b.Sub-bore where nails tend to split wood. 9. Headers less than 4'-O';.use 2-2x6;all others.per MA State Building Code Table 5502.5(1)and(2). MICHELE CUDILO, P.-E COnaUItLn Structural. 'Er, ` �aac. ottonvioee t ane, Cent�rvilb, Mcsapcfiuwtts 0 632 Drown By: MC Dote: kc io Drawing cale: AS NOTED . Rev. 0 l�l , SK— ,J File Nome�(,(� Project No.: -•- ••••• • t...tty v.s&.v VVIIn %.WIVIIIMUVU,3 VVVVU 01KUkoIUKAL rAl'4tL bhtAIHINU OUTSIDE ELEVATION SIDE ELEVATION -------------- Extent of header two braced wall segments) --- Extent of header (one braced wall segment) — : Pony ; Braced wall segment ' ,�,� ' '�: i = Min. 1,000 lb wall i � , �,;;• I l tension strap. r I per IRC Table R602 10 4 \ ,, height" ; I Strap shall be centered at bottom of � y i•' • • • • �t , , . & i } a Y y"k=v1 •.\ t`^ r °t�\'�R' 1�r Y 4 -! a a • • .• ; k i t v ggh� R kY y �xr��P '`�`, � �fk Y' S' ,t • • • • ,0 3 header. h • , .1. ,�k3'`�h *�'?.Y� � �t,�r�� ��s���.¢Y�g�'ty,r�`„���r` „�tYY:.� �" k� f�t, �1 r , e •.e ;r' � •� 3 �. •� tit •� 1, �• - --- 2' to 18' (finished opening width) Ti ' ",• l bd sinker nails 0.148" 2 Fasten sheathing to header with 8d common Ix. nails (0.131 x 2-1/2 ) in 3 grid pattern as shown "i4 ; i .� .w x 3-1/4 n al ` ` and 3" o.c. in all framing (studs and sills) typo; t ;I 1' "" 4 2 rows @ 3" o.c. ` Header shall be fastened to the king stud j I;; ,; i'�• 3ht' i:. with 6-16d sinker nails 0.148" 3-1 4" t' 1` �)•� '+ ( x / ) / k"1tc;a't?z r r. I•i Wood strut- - Minimum 1,000 lb strap shall be -- p"4�� ""; t l i"'f''4 tural panel M, ,h+�t���i,ti`t� y I•i•i � ,!i 10' I.;•. >? + I centered at bottom of header and installed1 >`r ;.;.n� must be max. on backside as shown on side elevation'°' �1 ` Y f' �_` '°`i •I•I5` �_ ' continuous height sTY :, � ,•,� -_ p ,;•� :�I•�o �..� �r�^'�,Y.izk•��tt .�-1 :tt�i .,.,• from to of ,;.; ----- For a panel splice (if needed), wall to botton r- •� panel edges shall be blocked and Y� "; a•' of wall, or occur within middle 24" of wall height from top of .,•; ,.i �� 1 ,I �,;;y .; wall to �•�• �•� Wood structural panel strength axisr '4 , �•;,r ;�;, ermitted s;• �•� \ d;.'r;rti`Y 1�` i i•i'i , i•i ' splice area Min. number of studs,shown' r; �;'� `;•; I•'� r,. Min. length based on 6:1 aspect ratio. � s � t 7/16" min. ri 'i i � ,<�`(iY'� �'i "'<. I thickness For example:1 bi� min, for 8i height. ,,, y :, ,, �; d•,, wood 7 structural panel Anchor bolt per IRC Table R403.1 .6 typ. —' sheathing ` - Min. 2"x2"x3/16" plate washer No. of jack studs per te: IRC Table R502.5(1&2) See Table 1 Not'to scat( OVER CONCRETE OR MASONRY BLOCK FOUNDATION — Form No. J740 ■ C 2008 APA - The Engineered Wood Association a www. MICHELE CUDILO, P.E. \VIAI.�� Consulting Structural .Engineer 123 cottonWooO Lane, Centerville, Massachusetts 02632 h 5-- Drawn By: MC Date: �p o Drawing L� � Scale' AS NOTED Rev. 0 SK— File Name: ,t Project No.41,0 `oFINE r, Town of Barnstable R BA MASS-LE.p Regulatory Services 7 MASS. 0 nr'A9n, Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r Location 2-S j c-}F6t-r— a�T` Gr? Permit Number o? 1 l Owner �p. o 1, ( Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ep 4� 01::I` t�66LDCO 46,4-. L6-7- OF- C* rigr-zL oc k. T7-� ; 9-t7r6 v.33 Please call: 508-862-4-03.8 for re-inspection. Inspected by ";�OP/--17A Date a?/off all i z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'To # �;O 010 Map Parcel t(00 Application2012API _5 Health Division 'jS��ne Y Issued f Z Conservation Division f Application Fee si ; Planning Dept.__ f rmit Fee Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation / Hyannis Project Street Address SChQo }re Village Owners iheTQT 1 V_001,ff Address Telephone 5ra-R ipQ Permit Request TITS 4a I (Q-H oil O� a� Smear t �:I(& PA00i +0 r 06- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain _Groundwater Overlay Project Valuation 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 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 LJ 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 -(BUILDER OR HOMEOWNER) Name S � _�il�g�Telephone Number a g a Q (1 n Address ox W 8q + �i License# 106?q 776 Home Improvement Contractor# Apa776 Worker's Compensation # lokU •�'q g g pg�"d-�01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS P OJECT WILL BE TAKEN TO 3 r� .e TrIs—a- sfor�on I SICtdATllR - -DATE y S o FOR OFFICIAL USE ONLY . APPLICATION# DATE ISSUED F MAP/PARC.EL NO._ I ADDRESS, VILLAGE OWNER t DATE OF INSPECTION: - ;�,EOUNDATION c FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ; __ _ ROUGH I - FINAL "FINAL BUILDING s doeA DATE CLOSED OUT 1 ASSOCIATION PLAN NO. 13 7 _ 1 IKET(7�'I Town of Barnstable Regulatory Se-rvices li RAleN3TABc, kiiiThwngs F.Ceiier,Director o 9. Building .Division Tom Pcrry, Ruilding ComimisslOner 200 Main Street, Hyannis,MA 02601 www.towrt.bN rnstable.ma.o:s Office: 508-961,403€ Fax. 508-790-6230 Ptoperty Owner .t�!Zust Complete lete and Sign This Section If Using A Builde I:- R lty al Kt.- ,ss`owttcr of the subject property hcrcby authorize CO&A, 110,Y to act mi my hehfdf, n A mattets rclative to work.-iuthorizced by tH.5 building parer[lipplcation for (Address affob) `aignatt�ro 4 Op _p _Date In P'nint Nairi'e `vV'l _ If Propctty Owner is applying for pctmit pleasc complete the Horpe(iWYier License Excmpfion]'orru on the reverse side_ _ f - I x 4 s. s - s . ti s; - -� ■■■ ■ON= - °- 251 School St Cotuit-Roger Walker& ■. ='Jaw _ — `=- .---v-= Caroline Tarolli OUD 1300 000 _�" �. w■ err uE w Installation of 21 solar photovoltaic panels M■ �A #�. weighing 2%Z lbs. ftZ flush mounted to g g - !` roof. .� ■ ■ -_ �, a „Yv $eLAR HopwE-----IZ4� mw*"�& Ti Ong" CL&MP 06' s5 Hex 'i%qr WadKFF 9N6#'71Wt1g zN" 7YPIML. M evN4M16 . PV PANtts/ o v 97SUNTECH Y Y ' Solar powering a green future'" � r 225 Watt 9I = POLYCRYSTALLINE SOLAR MODULE Features High module conversion efficiency (up to 13.6%),through superior cell technology and., l leading manufacturing capability � u Positive tolerance. Guaranteed positive tolerance from 0-5%ensures ~� i ', power output reliability ¢ e Suntech'sTruPower- 10DX Suntech's TruPower—process neutralizes the initial LID effect Excellent weak light performance Excellent performance under low light environments (mornings,evenings,and cloudy days)--' _ . Withstand high wind and snow loads —� Entire module certified to.withstand high wind'loadsr;.,r,'. If i ^` (2400 Pascal)and snow loads(5400 Pascal) Suntech current sorting process Certifications and standards: i I UL 1703,IEC 61215,IEC 61730,conformity to CE All Suntech modules sorted and packaged by r I i amperage,maximizing system output by reducing mismatch losses by up tot% c Sus M CE-FUil + ` Trust Suntech to Deliver4eliable Performance Over Time suntecn modules are., • World's No.1 manufacturer of crystalline silicon photovoltaicmodules "�` 1 .,.. :-.,,- trusted and prover% • Unrivaled manufacturing capacity and world class technology powering over 2.2 GW of 1_ Rigorous'qualitycontrol meeting the highest mternatlonal standards - solar installations allover `"ISO g001:2008 and ISO 14061:2004 the world. _. Industry leading Warranty M s m Latest lPb7 rated junction Warrants 6.7/o more power than the ..: !market standard over,25 years -box impro"ves module. 25-year transferrable power f performe stability:High anc performance connectors t r %,z •,�; x ,output warranty:5,years/95%, ,provide low resistance years/90%;18 years/85%,25 ` -_ •, interconnection iO nSUre years/80% ** I I _the full utilization of Based;on nominal power ) module power output:, 5 years material and.workmans hip U Yedr •. _ f warranty • Please referto Suntech Standard Module Installation Manual for details "Please refer to Suntech Product Warranty for details , .' yOCopyrlght 2011 Suntech Power q .;{ • • r -. 4�''Y ➢"Y' f� i�a ft • �, I � - � ` N } fir;gg��°� ') - ^�# �i� e l t _ = 'I� r ; q Electrical Characteristics Jun0an box ;STC- s. .. STP225-20/Wd orene a holes Optimum Operating Voltage(Vmp) 29.6 V .............................................................................................................................................................................. Protluct label Optimum Operating Current(Imp) 7.61 A .......................................................................................................................................................................................... Open-Circuit Voltage(Vod 36.7 V .......................................................;.................. _ .. ,.. .�a.a Short-CircuitCurrent(Isc) t' r 1�'i i•8.15A' 2 t a Places Maximum Power at STC(Pmax) 225 W qq ..........................................................................................................................................................-..,........................... J Module Efficiency 13.6%........... ............................................................................................. Operating Module Temperature -40°C to+85°C .....................................................................................................................................................I.................................... Maximum System Voltage 600 V DC(UL)/1000 V DC(IEC) Sunoes. .......................................................................................................................................................................................... 2 Paces Maximum Series Fuse Rating . .............................................................................20 A (Back View) ...........:.. .f... I Power Tolerance 0/+5% - STC:Irradiance 1000 W/W,module temperature 25°G AM=1.5; F Power measurement tolerance:±.3% Section AA NOCT STP225-20/Wd Ftont 1t w) Maximum Power(W) 165 W , ................................................................................................................................................................................. z o., Maximum Power Voltage(V) 26.9 V .......................................................................................................................................................................................... Maximum Power Current(A) 6.12 A + .......... Note:mm[inch] ......P.............................9..................................................................................................................................... Open Circuit Voltage(Vod 33.8 V ................................................................................................................................................................ Short Circuit Current(Isd 6.65 A Current-Voltage&Power-Voltage Curve(225-20) NOCT Irradiance 800 W/W,ambient temperature 20°C,wind speed 1 m/s; ' v .0 Power measurement tolerance:±3% e Mechanical Characteristics 6 5 so 3 Solar Cell Polycrystalline 156 x 156 mm(6 inches) e ; �a No.ofCelis 60(6x10) 3 ......................................................................................................................................................................,.............,... 2 so Dimensions 1665 x 991 x 50mm(65.6 x 39.0 x 2.0 inches) ' :. .................._.._..,.,....................,.,..;............................................ ..... y) sr Weight 19.8 kgs(43.7 lbs.) ° 5 ,o is :0 25 ze as I Front Glass 3.2 mm(0.13 inches)tempered glass Voltage(V) ................._...........__................... ........... ......................... .......................................... Frame Anodized aluminium alloy a°e.W=.--60oww-Cea r'm 20°W/m' .......................................................................................................................................................................................... Junction Box IP67 rated ....................................................................................................................................................................... Exellent performance under weak light conditions:at an irradiation intensity of ` , {: ', ;UL 4703,TUV(2Pfg1169:2007) CI 200 W/m2(AM 1.S,25°Q,955%or higher of the STC efficiency(1000 W/m2)is Output Cables 4.0 mm2(0.006 inchesz),symmetrical lengths(-)1000 achieved mm(39.4 inches)and(+)1000 mm(39.4 inches) .......................................................................... ............................................................................................................... Connectors ( H4 connectors(MC4 compatible) Temperature Characteristics Packing Configuration Nominal Operating Cell Temperature(NOCT) 45±2°C EContalner 20 GP 40'HC Temperature Coefficient of Pmax -0.44%/°C Pieces per pallet `.. 21 21 ...................-.................._.............._..._..............._.........._..._.......................,.. ................................ Temperature Coefficient of Voc -0.33%/°C Pallets per container 6 28 ................_................................._,.................,........................................................ ............,....................................................................... ............. Temperature Coefficient of Isc 0.055%/'C Pieces per container 126- 588 Dealer information Specifications are subject to change without further notification � f i.� . t� r �" Ko4; a' „;r't � k . P �' •e�c sa' e„3 V 9 N C I & ASS 0 C I ATE S Structural Engineers CUM wofessiml Sdar Produds,Inc, 101S.RoseM%,Omffd,CA9303S Tet 805404700 Subjeet: Static load test results for the following: Nowlall Frame tiAa osnau r1Me Luau EquiivalentllUIRd Speed Mats�rtgsystexti< taugW @L) Who*60 tM/fM 01103•' Rootirac® 65 40 55 135 TESTSETtIP(as shown in -dt*Three modules,as specified above,were.bolted to 136 x15815' Ptofessional Solar Piod wts(PSP)paterrmrl Roof rd&support ram ift an assembly Of 5/16'Sfabdess Sleet(SS)Bolts, SS b&washers and pmPdetary aluminum clamps and insert,.The RoutTracftsupport rag was attached to the PSP RooFiYace structural attachment device With a 31W SS nut-and SS washer atsix attachment points.The setup was attached to 2'St6' wooden rafters using 5/1W x 3-1/2"SS log bolts.The attachment spans consisted of 48'front tlo rearwith s1ructU121 attachments spaced 48"on center. . TEST PROCEDURE(8G dMM in aMNW d deto*The test setup was top loaded to 55 lb/ft?The setup remained loaded for an approximate period of 30 minutes.The ma)imtsr i deffection and anysigns of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift.condition.The testset up was re4oaded to 55 Ib/fl?The setup remained loaded for an appm)dmate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TES'TRESUM. The maximum top load deflection was recorded at 0.46T,with no permanent deformation. The maximum uplift deflection was recorded at 0.313%with no permanent deformation. This documentcertifiesthe RoofTra&mounting sO m used with modules,as specified above,withstands a 55 lb/W static pressure toad,equivalelttoa wind speed of approximately 135 mph -The.mountingsystem performed asexpected: Sincer3ety, James R.Vinci,S.E. TW erEinee&g mpatvedfMsthatVmd&A hw provided k depmdent dzu%Wcn for�l resng asdesenW in tics report.The res►dts of this Wd Mareftawwald nvahmardaregeneraSya edas9rein&sWstaxdforwAngmodLdennxnM%system A&=&AssQdaiesdoes mtiield check buNatmorverifytbatthemonragamistemisinstalledasdescftedinSrLenglnesft► e ToasmthebWde hspeMinvagyhrgtltsaudbmtMyoftWSProprWAYMounftsYsmmaPerrrterterdwmwmr, q Ty�/i saw ve'RootTra� label.as shown tothe right s placed on at leastorte of the maim suppartrdiis ar VVI if�1�. penytoner*sMnspedvoth,iwosdoWSdwPmd.Pst M,360.4t31.'an the underside ct raL SuWMmanWmmt Lag boltaUWhmefltshouidbehstaRedr>siftthepeopepHKho!efbrop§mumstrerWLA 5/16,fagbdtre*dma3/lr plande.Bis theresporrgmW aftflehisWerto ftemeapropo eftedrment isrnade tothesaudWalmemberotowroo&FaBuieWsecmeVaID,chtrrth wdstruc4ireraayresudf.1ndamageto equtmt petsonalin)ieyorpropergrdanagr» This orfioe does riot ep-man opkdon as to the ima beating of the sbucture the mounting yystert►/rpodutes are befog frsteAed oa. oQ G 9� ICcacaedi 4—axralarytestedsvucturalattechamusmanufaettredbyProtes ionatSolarPred*= rrachhdkrgFMJ0&-.TreTra andTb=Ux -)canbL-kMwd=Sedv+&h1ftsysmn. *LiodulesnmwftWhIn-cuwWwMwowsandleMdtDUL170S.creliuWentembidudedinibb ! M enoneelft Wind gvaloesteffitire6Ddefinedioitdvaluesusvtg%WWweaposttse(135mphfor5/12roof pit h or less 175 mph for guitar 5/12 roof pi")and gtrafacWcoeffdent e>rpostdeC'as defined in 1he200S0BQ/2007(CBc) p �� —Modutetested:l3Wx 39 ix 1Z'WWP) —*BL snow MWratingof30lb/R2basadoni6safety�ctor 31324 VIA GOLINAS STE 401 WESTLAKE ViLLAGE, CA 91362 Page 1 df 3 ➢ f f t The ColtttttoufveaTth of Massachusetts beparintent of Industrial Acc degas Office of Investigations 660 Wasl:ington.Street Boston,MA 02111 www.ntass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information /� Please Print Legibly Name(Business/OrganizatioMhdividual):. OWI IOr� Address: ^^ City/State/Zip: W I1 L(I+M n DQ U 3J Phone.##:568 4 Q g" �',l 4Q AVI an employer?Check the appropriate box: Type o[project(required): 1. m a employer with I a 4. I am a general contractor and I 6 New construction. employees(full and/or part-time).* have hired the sub-contractors 2.0 I am a sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Oemolitien, workingfor me in,an capacity. employees and have workers' Y p tY t 9. ❑Building`addition [No workers'comp.insurance comp.insurance: required.] 51. 0 We area corporation and its 10_❑Electrical repairs or additions 3.❑ 1'am a homeowner,doing all work officers have exercised their 11.❑Plumbing repairs or.additions m self. o workers'com right of exemption per MGL Y p 12.Q Roof repairs insurance required,]t c. 152,§l(4),and we have no employees:.[No workers' O.❑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 whosubmit this affidavit indicating they are;doing all work and then hire outside contractors.mustsubmit a new afTidav,hindicating such:, tContractors that check this:box must attached an additional:sheet showing the name of the'sub-contractors andstate,whether or not those.entities have. employees. if the sub-contractors have"employees;-they must provide their workers'comp.policy numbet:. I airs au employer thatis providing lvorkers'compensation insieran for my employees. Below is the policy and job site information. I Insurance Company Name;Tt a e 1 e rs Policy#or Self-ins.lic.#: (o Expiration Date: �D a 3 Job.Site Address:�5) SGhbO i ST City/State/Zip:Cotu��,M PI Oala35 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 MOM c. 152 can lead to the;imposition.of criminal penalties of a fine up to$1 A0.00 and/or one-year imprisonment,as:yell as .ivii 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 Investi ations of the DIA for insurance covera a verification. I do hereby cerd the.paints au enalties perjury that the information provided above is trite and:;correct. Si attire: Date: Phone#:7 7 4.691—7 I0[ Official use on1y. .Do not,write hud s area,to be completed by city or totoni0fficiat City or Town: PermidLicense#` Issuing Authority.(circle one): 1.,Board of Health. 2.Building Department.3.City/Town Clerk. 4.'.Electri.cal.inspector S.Plumbing.inspector 6.Other C.ontact`Person Phone 16 ACDRD. CERTIFICATE OF LIABILITY INSURANCE 03/29/(M /20 2 PRODUCER (781) 312-'7206 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Don Bunker Insurance Agency HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 51 Mill St Bldg. F ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 221 ganover MA •.02339- INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER.A Nautilus Inc Co. Cotuit Solar LLC msukER a:Travelers 3800 Falmouth Road INSURERc:Arbella Protection INSURER D:, Marston Mills MA:02648- FINSURERS COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IR ADWL POLICY1 EFFECTIVE P� � NS TYPEOFINSURANCE POLICY NUMBERMAXYM MMIDDIY LIMITS X GENERALuABam =026707 06/01/2011 06/01/2012 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY P �gE a $ 50,000 CLAIMS MADE a OCCUR I � I I MED EXP one ) $ 5,000 PERSONAL.&ADVINJURY $ 1,000,000 I I I I GENERAL AGGREGATE $ 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY X JECaT LOC C AUTOMOBILE IABU TY 26916400003 04/30/2011 04/30/2012 COMBINED SINGLE LIMIT- $ 1,000,000 (Ea aft) ANY AUTO ALLOWNEDAUTOS- BODILY INJURY $ X SCHEDULED AUTOS (PerPersaA) HIRED AUTOS I I I I BODILY INJURY $ (Per ecodent) NON-0NMED AUTOS _ PROPERTY DAMAGE $ (Per aaadent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO I I I I OTHER THAN EA ACC $ - AUTO ONLY: AGG $ A X EXcESSiUMBRELLALIABum AN001320 06/01/2011 06/01/2012 EACH OCCURRENCE $ 2,000,000 X1 OCCUR a CLAIMS MADE AGGREGATE $ 2,000,000 $ DEDUCTIBLE I i I I $ X RETENTION $10,000 yTTU.. S B WORKERS COMPENSATION AND 6MM-4988P86-8-12 03/26/2012 03/26/2013 X TORYLIQTs 6 _ EMPLOYERS'LIABILITY 500 000 ANY PROPRIETORIPARTNERIEXECUTNE EL EACH ACCIDENT $ , OFFICERINIEIMSER EXCLUDED? I I I I EL DISEASE-EA EMPLOYEE$ 500,000 if yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT $ 500,000 OTHER I - DESCRIPTION OF OPEtRATIONSJLOCATI ADDED BY ENDORSFJIIENTISPECIAL PROVISIONS Solar Beating Contractor installation of solar panels *Aggregate Limit Applies per project Additional inin red: Massachusetts Clean Energy Technology Center, the owners S as applicable the host customer. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT Massachusetts Clean Energy FAILURE TO 00 SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY 19ND UPON THE Technology Center INsU REPRESEII;TATIVES. 55 summer Street, 9th Floor AUTHO Boston MA 02110- ACORD 26(2001/08) - O ACORD CORPORATION 1 M T INS025(0108).05 ELECTRONIC LASER FORMS.INC.-(800)327-WO Pap-1 of 2 P��� Q.��'fli�i �k �!�� I O fee of Consumer Affair and Businesgulation 10 Park Plaza Suite 5170 I Boston, Massachusetts 02116 Home Improvement:,Contractor Registration u � ti51 w ^ Registration: 146276 o f Type: Supplement Card Expiration: 4/8/2013 . COTUIT SOLAR . w ' CHRISTOPHER PETERSON 4 a Q o N j 3800 FALMOUTH RD. Co.� 4. MARSTONS MILLS, MA 02648 1= -� r to Update Address and retun card.Mark reason for change. i u v S w c E] Address (j Renewal (� Employment Lost Card DPS-CA1 d°a 5OM-04/04-G101216 W - x t_) w g. 0. CO 0U j ,y �ie �o�rr.»aa�cu�ealCl o�✓fJJa����eeGrd i ✓ ai e~� 0 ` \ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only �OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Office of Consumer Affairs and Business Regulation Registration:: 146276 Type: 10 Park Plaza-Suite 5170 Expiration 4/8/261.3 Supplement Card Boston, 02116 COTUIT SOLAR t CHRISTOPHER PETERSON.- P.O.BOX 89 COTUIT, MA 02635 Undersecretary _ Not valid without signature of ZHE'TO� i o� Town of Barnstable .. 200 Main Street Tel.(508)862-4038 INSPECTION REPORT Date: 3/13/2012 12:00 AM Inspector: Permit Number: B-2012-01137 Name: TAROLLI, CAROLINE Address: 251 SCHOOL STREET, COTUIT Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results Conditional RMCK: NEED FIRE BLOCKING SOUND . ly ROOM DROPPED CEILING AT WALL Approved BAYS NEED FILE BLOCKING SOUND ROOM CEILING Custom Status: Conditionally Approved Inspection Overall Comment: Overall Inspection Status: Re-Inspection Date: Date: 3/13/20.12 12:00 AM Inspector; Permit Number: B-2012-01137 Name: TAROLLI, CAROLINE Address: 251 SCHOOL STREET, COTUIT Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results Conditional RMCK: NEED CERT FROM INSTALLER ly AND FIRE BLOCKS Approved NEED CERT AND FIRE BLOCKS Custom Status: Conditionally Approved . Inspection Overall Comment: Overall Inspection Status: Re-Inspection Date: Inspector Initials: Person in Charge Initials: Total Score: APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 6noa nn p Ad�lre4 ' 9� License # �� Home Improvement Contractor# r Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE "� (f TOWN OF BARNSTABLE BUILDING PE APPLICYI ON Z-00�� / Map Parcel Application # Health Division Date Issue Conservation Division myViD �k'eB��t ' Applicatio ee V� � Planning Dept. �Ae Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �251 l.68\ Q m' `Village Owner dress7lG Cycnz; Telephone T Permit Request III and—, Square feet: oor: existing-Za6 proposed:/ 19 2nd floor: existing e6 proposed Total new 23 Zoning District fn Flooid Plai _ roupdaieter Overlay Project Valuation ns ruction Type Lot Size 6Q0a3 Grandfathered:• kes ❑ No If yes, attach supporting documentation., Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes )k No On Old King's Highway: ❑Yes ❑ No �-- Basement Type: ❑ Full ❑ Crawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) i 7!9� Number of Baths: Full: existing 1 new Half: existingw Number of Bedrooms: existing new - ' Total Room Count (not including baths): existing new First Floor Roam Count P Heat Type and Fuel: Gas ❑Oil Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing_aNew _� Existing wood coal stove❑Ye ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 37� Attached garage: ❑ existing Xnew size _Shec��existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes XN6 If yes, site plan review # Current Use A. Proposed Use , C 6 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) -� Ngmg Telephone Numb r Adress V License # Home Improvement Contractor# a sa b°Z /fe� o Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY 5 APPLICATION# r DATE ISSUED } MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTIO C - Irvo '- FOUNDATI K FRAMEr INSULATION : d1w S� ��il�/i�u �(�itJeecQ rf�is irs e✓: t I. f, FIREPLACE , ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH E ' FINALS.' i 3 ROUGH FINAL -FINAL BUILDINGS>"e?F�/1/ DATE CLOSED OUT ASSOCIATION PLAN NO. - 4 J 0 Town of Barnstable Building Department - 200 Main Street ALE, * Hyannis, MA 02601 1639. . (508) 862-4038 Certificate of Occupancy Application Number: 201100814 CO Number: 20120109 Parcel 1D: 020100 CO Issue Date: 08114/12 Location: 251 SCHOOL STREET Zoning,Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Villager COTUIT Gen Contractor: GREGORY M CAULEY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES, • 4. Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE • INE ng 201100814 ,, • BARNSTABLE, Issue'Date: 07/20/11 Permit I MASS. I dpA 1639• Applicant: TAROLLI,CAROLINE B 2111 rFD MA'I a I Permit Number. 0 505 Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/17/12 Location 251 SCHOOL STREET Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN . r Map Parcel 020100 Permit Fee 2,448.00 Contractor GREGORY M CAULEY Village COTUIT App Fee S 100.00.-License Num 106395 t Est Construction Cost 480,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ' REBUILD HOUSE AFTER TEARDOWN ~ § THIS CARD MUST BE KEPT POSTED UNTIL FINAL 13 BEDROOM HOME INSPECTION HAS BEEN MADE. WHERE A { CERTIFICATE OF OCCUPANCY IS REQUIRED;SUCH Owner on Record: TAROLLI,CAROLINE BUILDING SHALL,NOT BE OCCUPIED UNTIL A FINAL Andress: PO BOX 556 INSPECTION HAS BEEN MADE. COTUIT,MA 02635 1 Application Entered b�: RM $uildin Fermit Issued By: .I 44 G� pP y g THIS PERMIT CONVEY NO RIGHT.TO'OCCUPY'ANY STREET,ALLEY OR'SIDEWA.K OR ANY.PART THEREOF;EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLYPERMITTED UNDER THEBUILDING CODE,MUST BE APPROVED BY THE.JURISDICTION...STREET OR ALLEY GRADES AS WELL AS DEPTH,AND.LOCATION OF PUBLIC SEWERS MAYBE p., ,OBTAINED FROM THE DEPARTMENT�OF PUBLIC WORKS. 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 CONSTRUCTION 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. i 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). t BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 2 5� A7 If-RI04- 2 i ;t� 2 i�ll�s 311-1 V � U Z 3 1 Heating fnspeetion rovals Engineering Dept , Fire Dept ,FV 2 �rA� � S Board of Health pp ) 7 EPm IT LA Commonwealth of Massachusetts �C ' O-Zo U Sheet Metal Permit 3�� Map Parcel Date: f Permit# C9 V Z / 7 "7S Estimated Job Cost: $ t } Permit Fee�-o Plans Submitted: YES--14C NO ' : Plans Reviewed: YESX NO Business License# Applicant License# z(0(-a . / Business Information: Property Owner'/Job Location Information: Name:UV`- C. Name: Street: . k � g Street: 6)S City/Town: C�.i City/Town: Co 1C).1 7 w telephone: ��5�' 4)01 33� Telephone: Thoto Ld required/Copy of Photo I.D. attached: YES>s' 'NO Staff Initial t 1 /i K-1)uu estricted license 4rvJ-2/M{2 restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family. Multi-family Condo/Townhouses Other • Commercial: Office Retail Industrial Educational : Fire Dept. Approval Institutional Other Square Footage: under 10,000.sq..ft. . over, 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: ° New.Work:,)( _ F " Renovation: HVA Metal Watershed Roofing Kitchen Exhaust System Metal,Chimney/Vents Air Balancing Provide detailed description of work to be done: 4 0516, A V,)UY1 �7� CSC' \_Vfq*\ _ 4D � „ ,6-!�! ♦. r• W�r'�r� �+0♦ L9•'� ®r . 6+e.:+ :.a ..��. - - s;*' €, :7a' I INSURANCE,COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G:L.Ch. No ❑ If you have checked X11, indicate the type of coverage by checking the appropriate box below: A liability insurance-pufty Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Sic nature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: 3y Master ritle ❑ Master-Restricted 'itylTown ❑Journeyperson Signature of Licensee 'er,mit# ❑Journeyperson-Restricted License Number: (� :ee$ , Check at www.mass.gov/dnl ns�pector Signature of Permit Approval 1 --- - -- _ �-ASI�FACI��_U�ETTS 4 COMMERrI"- DRNEKS LICENSE M . . . of MA$y 4a WN9ER ► " S94-459897 3 ooe. ..- 'I5 0 3 9&7 _1 s NE-. 111MIC L K _ a'60'CLAMSHELL P.T.LN 1 &_ COTUIT,MA 026350830 '/J �---�--s onosn-mto�vor•ts2oas COMiV ION WEALTH OF-MASS ACHUSETTS e e e ••e e SHEET METAL WORKERS e e AS A_ MASTER—UNRESTRICTED } ISSUES THE ABOVE LICENSE TO MTCHAEL K PASIC A. 60 CLAMSHELL POINT LANE.�. COTUIT'` MA 02635A42 s 6266 05/28/12 -972233- 1 Fold,Then Detach Along All Perforations i f t y9 i1 i I i f i e i .+coRd CERTIFICATEDATE(M IDO/Mly 4F LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A!NATTER OF INFORMATION CERTIFI ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS/27J2012 CATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THISCERTIFICATE OF INSURANCE DOES NOT CONSTIME A.CONTRACT BETWEEN THE ISSUING WSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: U the certificate holder Is an ADDITIONAL INSURED,the poncy(!es)must be endorsed, If SUBROGATION IS WAIVED,subject to the terns and conditions Of the Policy,certain policies may require an endorsement. A statement on this certificate holder In AeU of such endorsemerlt(s). oertNicate does not confer rights to the �, PRODUCER trN.: WNTAC McShea Insurance Agency NAME 749 Main Street, Suite#H PHONE 508-420-9011 OstervilZe, Ma. 02655 ADDRESS O ArcNa508-420-9010 a.Isul EM)aFFoRMHO eoVMGe INSURERA:Norfolk and Dedham Nucr INSURED M IC Pasic Plumbing & Heating LLC INSURER 6: M F Inc P.O. Box 830 INSURER C Cotuit, ma 02635 INSURER D` INSURER E COVERAGES INSURER f CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDREVIS ON NUMBER:- INDICATED. ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTR TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY MMID MMlD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR S MED EXP(My are Verson) 8 PERSONAL&ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY PRO- LOC PRODUCTS-COMPIOP AGG $ JECTAUTOMOBILE LIABILITY $ ANYAUTO Ea ao INULE LIMIT-- ALL OWNED SCHEDULED BODILY INJURY(Per Person) $ AUTOS AUTO HIRED AUTOS BODILY INJURY(Per awidw) $ NON-OWNED Per accident $ UMBRELLA LIAR OCCUR $ EXCESS LIAB CLAIMS-MADEEACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION g AND EMPLOYERS'LIABILITY X O rr ,n PeoaalEnxaP� YIN WE115133A 6/6 % A otFll- E%CLUpE04 ® N1a /2011 66/2012 E.L.EACH ACCIDENT $ 500000 R tABandatory b MQ yyeess, E.L.DISEASE-EA EMPLOYE' $ SQOOOO DESCRI p OPERATONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS V LOCATIONS I VEHICLES.iAfladi ACORD 101,AQA611enei Remarks SdtedtAe,"d more space is nlqu6ed) Michael Pasic is included for coverage under the Workers Compensation Comps policy. PLUMBING, HEATING, HVACD CERTIFICATE HOLDER CANCELLATION " Town Of Barnstable Building Department SHO THE E DES BD OLICIES BE CANC BEFORE EOMM ON ERE F, N ICE WILL RED IN 200 Main St, ACCORDAN WIT P Hyannis, MA 02601 ORnFn 0 1 888-201 0 ACORD CORPORATION. All rights reserved. ACORD25(2010105) The ACORD name and logo are registered marks of ACORD Client#:42706 2PASICMK DATE(MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 01/26/2012 THIS CERTIFICATE 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 BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT - NAME: Dowling&O'Neil PHONE 508 775-1620 FAx 5087781218 A/c No,Eld: A/C,No Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: MK Pasic Plumbing&Heating,LLC INSURER C P.O.Box 830 " INSURER D< Cotuit,MA 02635 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR I S WVD POLICY NUMBER MM/DD M/DD A GENERAL LIABILITY BOA501725010 0/01/2011 10/01/201 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY_ PREMISES Ea RENTED $50,000 CLAIMS-MADE 51 OCCUR - MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - - PRODUCTS-COMPIOPAGG $2,000,000 POLICY JECT LOC $ A AUTOMOBILE LIABILITY MAA501644910 0/01/2011 10/01/201 E°,,ciao SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED 1XX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS NON-OWNED - - PROPERTY DAMAGE $ AUTOS Per accadeM _ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ - - $ WORKERS COMPENSATION WC STATU-TO LIMS OTH- AND EMPLOYERS'LIABILITY - Y/N - IER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION EJ Jaxtimer Builders,Inc. THE ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 48 Rosary Lane ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE •7i f«.. a e,'- 01988.2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S90965/M90964 LS1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' CompensationInsurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/Organization/Individual): Vv`• — S 1 C., 51"6 Address: ?®- X <g3d Zd+-- City/State/Zip: d_2-(o Phone M SO� -3 330 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time),* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, .❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $ 9. ❑Building addition.' , required.] 5. ElWe are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11 ❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t. c. 152, §1(4),and we have no employees. [No workers'. 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside.contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. , Insurance Company Name: k � _. Policy#or Self-ins.Lic. Expiration Date: Job Site Address: Z�5—( SfA�Z .15-T City/State/Zip: 0 Attach a copy of the workers' compensation policy declariation 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 D for insurance coverage verification. I do hereby c rtify der a penalh s of perjury that the information provided above r true and correct Signature,- Date:` ::?) c�U 1 Phone#: 774 y 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#: THE Town of Barnstable Regulatory Services F itussg�. Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must ' Complete and Sign This Section If Usinz ABuilder I, A ir6 l 1 A►-0l V as Owner of the subject_property hereby authorize VLI,,., Jn 6-0-L —PAS , . to act on my behalf, in all matters relative to work authorized by this building permit application for. -- Gd �7 (Address of Job)' z Signature of Owner Date 6AV01 < Pnat Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on -the<reverse side. Q:FORMS:OWNERPERMISSION - Town of Barnstable ��oF Txe toffy ti� o Regalatory Services sAxxsrABr-r- Thomas F. Geiler,Director se5q. `a� Building Division Tom Perry, Building Commissioner 200 Mair;•Stme t,__Ayannis,MA'_02601 www.town.barnstable-ma.us Office: 509-962-4038 Fax: 508-790-6230 H011�OV_NER LIMISE EXEMMON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone CURRENT MAILING ADDRESS: city/town states zip code The current exemption for."homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFThTTION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which thcre'is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrpcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be F responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,runes and regulations. Tie undersigned"homeowner"certifies thathelshe understands the Town of Barnstable Building D.cpartment r„in.,, =inspection procedures and requirements and that he/she will comply with said procedures and requirements. - Signature of Homeowner Approval of Building Official , Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Cede states that "Any bomeowner performing work for which a building permit is requirad sha.D be exe:ntpt from the provisions of this soction.(Section 1D9.1.1-Limnsing of constvction Supcnrisors);provided that if the homoovmcr engagrs a parson(s)for hire to do such wofr,that such Homeowner shall act as supervisor." Irf any homeowners who use this cxcttrption are unaware that they arc assunvng the responsibilities of a supervisor(sec Appendix Q. Ru1cs&Rcgvlations for Licensing Construction Supervisors,Section 2.15) This lack of awareness bft=results in serious problems,particularly when the homeowner hires unlicensed persons. In.this case,our Board canr.,ot proceed against the unlicensed person as it would with a licensed Supwisar. The:horir town rr acting as Supervisor is ultimately responsible. To ensure that the homeowner is fuDy aware of his/her responsib litics,many communities require,as part of the permit application, that the homeowner certify that he/she undcntffirds the msponsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may taro t amard and adopt such it forrn/certifmG on for use in your community. Q.forms:homeexcmpt 12-19-2008 a 12:s4P Page I of.2 tiASSACHUSETTS STATE EXCISE WAX ' BARNOTABLE COUNTY REGISTRY OF DEEDS DatQ� 12�29-- t3t�8 a1 12:54am Please rettum to: CW1=: 726 DocT: 63689 Eckel,Morgan&O'Connor Fees.$906.30 Cons; $2650W.00 201 Great Road,Suite 303 BARNSTABLE COUNTY EXCISE TAX Acton,MA 01720 BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 12-19-2008 0 121501A CE1T: 726 Dace: 63689 Feez $604.20 Cons: -$265000.00 QUffCLRMDEED We,ROSEMARY LANDRY and ELIZABETH A.RICE of 251 School Street,Barnstable - Middlesex County,Massachusetts for consideration paid of Two Hundred Sixty Five Thousand&00/100($265,000.00)Dollars a grant to CAROLINE TAROLLI,Individually of 196 Ministerial Drive,County,Middlesex County,Massachusetts with quitclaim covenants The land together with the buildings thereon,situate in that part of the Town of Barnstable known vas Cotuit,on Guisquisset Avenue,aka. School Street,and being Lot Numbered 29 on a Plan of Land entitled`Building Lots at Cotuit,Charles L.Gifford,May 1,1902;E.C.Bourne;scale 1 inch 00 feet:'said plan being duly recorded with Barnstable County Registry of Deeds. Said lot is bounded as follows: as o On the NORIV by Guisquisset Avenue,also called School Street,one hundred(100)feet; U W EAST by land now or formerly of A.B.Ryder,two hundred(200)feet; .n N N .SOUTH by land now or formerly of William.C.Gifford,one hundred(100)feet; ' WEST by land now or formerly of George E. Savery,two hundred(200)feet a ' For title see deed of John D.Mehalko to Rosemary Landry and Elizabeth A.Rice dated May 22, 1996 and recorded with the Barnstable County Registry of Deeds in Book 10236,Page 170' Bk 23326 Pg 234 #63689 r Page 2 of 2 Robert Landryreleases all right,title and interest in that certain Declaration of Homestead dated August 11,2008 as recorded in said Deeds Book 23122,Page 144 Witness our hand(s)and seal(s)this4 y of October,2008. Rosemary Landry 'Elizabeth A. �- obert COMMONWEALTH OF MASSACHUSETTS Barnstable.ss On.thisanday of October,2008,before me,.the undersigned notarypublic.personally appeared Rosemary Landry,Elizabeth A.Rice,and Robert Landry Versonally Down to me or roved to me on the basis ofsatisfactory evidence,which was t JAQYC- t to be the persons whose names are signed on the preceding document,and acknowledged tome that they signed it voluntarily for its stated purpose. r Notary Public My Commission Expires: LISA M, BRAG GroE •.�� Notary Public Commonwealth of Massachuselh My Commission Expires '• 96 November 29, 2013 •o BARNSTABLE REGISTRY OF DEEDS feb. 17, 2011 10:25AM NSTANUMM No. 6707 P. 1 1 I 5 TA One NsrAR Way , ELECTRIC Wsst"Od,Massachusetts 02094 GA S April 8, 2010 Caroline Tarolli 196 Ministerial Drive Concord, MA 01742 RE: 251 School Street, Cotuit,MA Dear Ms. Tarolli: At NSTAR,we're committed to delivering great service, This letter serves as confirmation that,as of April 7,2010,the electric service to 251 School Street,Cotuit,MA,has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition, If you have any questions,please contact me at(781)441-8922, Sincerely, L. r Burnham eve►Customer Connects 03/20/2011 15:06 508-428-7517 COTUIT WATER DEPT PAGE 02/02 C�jorta�t Ptxaettxix r COTVrr ++ �tfPX �DZF21xfIL LntME I)MMUCT 1,)26- 4300 FALMOUTH ROAD, P.O. BOX .451 °j0 COTUIT, 'MASS. 62635 PHONE 508-428-2687 . FAX 508-428--7517 February 17, 2011 Ms. Caroline Tarol1,i 196 Ministerial Drive Concord; MA 01742 Dear Ms. Taro.11i; The water has been turned off at the street and the meter has been disconnected at 251 School Street. Please call us the morning of the demolition at 508-428-2687 so we can remove the remain i.ng service connection materials. Sincerely, Sheri Leavenworth Business Manager f national rid g February 18, 2011 . Y Caroline Tarolli a PO Box 556 Cotuit, MA 02635 RE: 251 School St Cotuit, MA To Whom it May Concern: This is to verify there is no natural gas service to the above address. This was confirmed by a representative of National Grid. If you have any questions,please call me at(781) 907-2902. Marie I Bessette Field Coordinator National Grid f 40 Sylvan Rd,Waltham, MA 02451 T: 781-907-2902 ■ F:781-522-1055 ■ made.bessette@us.ngdd.com :0 www.nationalgrid.com The Commonwealth of l, assachusetts - Department of Industrial Accidents , '. Office of Investigations 600 Washington Street Boston, MA 02111 _• '� www.rn ass.go v/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / -Please Print Leizibl Name (Business/Organization/Individual).- � v Address: env City/State/Zip:Z<2 �V//P LI)el�G�J Phone.#: Are you an employer? Check the appropriate box: 77Rcino'delingproj&ct(required): 1.�am a employer with � 4. I am a general contractor and I w onstruction employees(full and/or. part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner-• listed on the attached sheet ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity, employees and have workers' �$� 9. �Building addition [No workers' comp. insurance comp.insurance. We re 5. are a quired.] corporation and its 10.0 Electrical repairs or additions 3.❑ I a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right 6f exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 1311 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 aqq doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that chcc-k this box must attached an additional sheet showing the name of fhe subcontractors and state when not.those entities have employees. If the-sub-contractors havicempIoyecs,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 informations 1•nsurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: ' Job Site Address:,,?�JCF��/G� �/ �C� . G 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 crimirial penalties of a fine rip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a.STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverakeWtiification. f do hereby certify u der the pains and n ties o erjuty that the information provided above is true and correct. Si afore: Date: — Phone#: 1Official 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): I.Board of Health 2.Building Departrnent 3. City/Town Clerk. 4.Electrical Inspector .5.Plumbing Inspector ,6. Other 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 trinstee 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 o employs persons to do maintenance, construction or repair work on such dwelling house dwelling house of another wh t because of such employment be deemed to be an employer." or on the grounds or building appurtenant thereto shall no 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 or public work until acceptable evidence of compliance v�dth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)names)address(es)and_phone numbers)along with their certificates)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 (��1t self-insurance license�-number on the appropriate line. City or Town Officials 1, Y ` Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the ed out each applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be fill year. Where a horse 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 lice 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 eornmonweagth of Massachusetts Departmel,t of Industrial Accidents Office of Investigations'' 600 Washington Street Boston, MA 02111 Tel, # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass•gov/dia CERTIFICATE OF LIABILITY INSURANCE P (SOS)997-6061 FAX (SOS)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insuran& sSi18,Ma ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 ` N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC! u1wwo Gregory Caul ey D1Sur�A: Arbella Protect on Insurance PO Box 63S INB►Rma: Travelers Hyannis, MA 02601 nmURERC: •+SURER De S E THE POLICIES OF INSURANCE LISTED scow HAVE BM ISSUED TO THE INSURE NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWffHSTMIDIN ANY RECUwEIwEINT,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 DESCRMSED HEREIN 18 SMECT TO ALL THE TERMS,EXCLUSIONS AND CONDRIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLARA uRM TYPE OF 9118URANC11 POLM NIIYSSlI PamI' Paler TLON LSM OSlISIIAL LIABSJTY EACH OCCLR : 1 000 X COMMERCIAL GOERAL LIABLITY • 100 CL.M MAW 0°� 8500015641 07/24/2011 07/25/2012 ����� • 5 A PERSONAL a NN OiJ M S 1 000 GENERAL AGGIR EMM S 2,000, GWL AGOREfLLTE L IWr APPLIES PER: PRODUCTS-CDMPW AGo S 2 000 PaUCY LOC AUTaroans LIABILRY Sao parr • ANY AUTO ALL OWNED AUTOB BODILY 8 SCHEDULED AUTO• HI ED AUTOS BO� : NO**V* D AUTos PROFIRTYDAMAM • OAIRAOS L IAeam AUTO ONLY-EA ACCOM S ANYALrtO 27Te EAACD S AM S oocsOSFAMW MA LIABILM ILellce • OCCUR CLAM wADE S DEDUCCnSLE • WORIOHLS COW ENS I TLON AMID EMPLmERs LIABLITY EL EACH ACCIDENT S 100,0001 B Aw y�ww �"V 7PJUB797SA19503 9/24/2011 06/25/2012 EL"DISEASE-EA 1 100.000 Was, d P�ROVIBioNB wb. - EL DISEASE-POLICY uwrr S SOOIOW CIAoTHEIt DESCItlPTIOM OF OPERATIONS I LOCATIONf I VEI IQM I EILCLUMM ADM Or BIDORSEII®R 1 SPECIAL PROVISIOIN or any and all operations performed during the policy period c SHOULD ANY OF THE ABOVE DESCMISED POUCKS Ba CANCELLED BEFORE THE Town of Barnstable,& EXPIRATM DATE TIEREOF,THE MUM INSURER WILL ENDEAVOR TO MAIL 10 DAYS wwrn N NOTICE TO THE CERTIMATI HOLDER NAY®To THE LEFT, BUT FAILURE To YAL SUCH NOTICE SHALL IMPOSE NO OBLKtAT10N OR uABILITY OF ANY HOND UPON TIQ INSURER,TTS AGENTS OR REPRESENTATNES, AU MORIZED REPRESENTATNE JOAN MARTIN srnRn 74 19nnveal CACORD CORPORATION 1988 -' ivfassuchusetts= Department of Public SafetN Boitrd of Building Regulations and Standards Construction Supervisor License License: CS 9013 GREGOR.Y M CAULEY 33A BAXTER AV .. W YARMOUTH, MA;02673 -1 Expiration: 5/11/2012 ('ummissiuner Tr;#: 30865 l �or-cHe rati Town of Barnstable °^ Regulatory Services anxUAS& E Thomas F. Geiler,Director �ArEo 39�-r Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( Property Owner Must Complete and Sign This Section If Using A Builder 7-C.V-4 as Owner of the subject property hereby authorize 6 r-e. (C61 I to act on my behalf, in all matters relative to work authorized by this building"permit application for: 5 t scr kdo L s Quyf--e fi (Address of Job) Si a of.Owner Da e Tbt tn? Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on_the reverse side. Town, of Barnstable OF tHE Tp� - ,y' o Regulatory Services Thomas F. Geiler, Director aasxsTAar.s, 9�A i6Sq. a`�� Building Division len '� Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508- 62-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXE TION Plense Print DATE: JOB LOCATION: umber street village "HOMEOWNER": nam me phone f# work phone# CURRENT MAILING ADD SS: city/town state zip code The current exemption for"hom wners" as extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an ' divi al for hire who does not possess a license,grovided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of Ian on w ich he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling ttached"o detached structures accessory to such use and/or farm structures. A person who constructs more th one home in two-year period shall not be considered a homeowner. Such "homeowner"shall submit to e Building 1ff1 on a form acceptable to the Building Official, that he/she shall be responsible for all such wo erformed under the b ildin ermit. (Section 109.1.1) The undersigned"hom wner"assumes responsibility f compliance with the State Building Code and other applicable codes,byl s,rules and regulations. The undersigned" omeowner"certifies that he/she understands e Town of Barnstable Building Department minimum inspect'on procedures and requirements and that he/she 1 comply with said procedures and requirements. r Signature of Ho eowner Approval o Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be requir to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exemp rom the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible, To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom✓certification for use in your community. Apr. 8. 2010 2: 30PM N s t a r. No, 4254 P. 2 t. NSTAR One NSTAR Way eL EC rR/C Westwood,Massachusetts 02090 GAS I_ � T April 2010 . g 10 ,APR? M 2: 2 CNN Caroline Tarolli {, 196 Ministerial Drive Concord, MA 01742 RE: 251 School Street, Cotuit,MA t Dear Ms. Tarolli_ At NSTAR,we're committed to delivering great service. This letter serves as confirmation that, as of April 7; 2010,the electric service to 251.School Street, Cotuit, MA,has been removed. Based on this information;there,is'no electric power at this address and you may proceed with the demolition. If you have any questions,please contact me at(781)441'8922. Sincerely, i. J Bumbam ew Customer Connects '; TOWN IU °FSNE t°�'{� Town of Barnstable � �` Barnstable Historical Co oi , • BARNSTABLE, * 200 Main Street Hyannis Massachusetts 0 O1 y Mnss. g (508) 862-4786 Fax(508) 862-4725 039. www.town.barnstable.ma.us s De v S i( March 17, 2010 u�f Linda Hutchenrider,Town Clerk 367 Main Street, Hyannis MA 02601 ' Thomas Perry, Building Commissioner 200 Main Street i Hyannis, MA 02601 rn Caroline A. Tarolli - �\ 196 Ministerial Drive Concord, MA 01742 Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the. ter 112, His Properties,Article. Protection of Historic Town of Barnstable Chap Properties ss 112-1 through ss 11277 APPROVING the application for FULL DEMOLITION of follow property: Location: 251 School Street;-Cotuit, MAy' Assessors map and parcel: 020-100 Date application submitted: March 05, 2010. The Barnstable Historical Commission reviewed the above referenced application at their duly noticed meeting of March 15, 2010 and at that meeting, they found that the house at the above, address was not an architecturally or historically significant building and they voted 3-2 to approve the application for a full demolition to remove existing at 251 School Street, Cotuit. without out a public hearing. The building was originally constructed in 1916 and the Commission suggests,maintaining some of the structure or to introduce a gambrel roof into the new design.' Present and voting to permit full demolition were: Chairman Barbara Flinn, George Jessop,AIA,Jessica Rapp Grassetti Present and voting not to permit full demolition were: Nancy Clark; Marilyn`Fifield Absent: Len Gobeil Sincerely; j Barbara Flinn, Chairman 'Cc: Synergy Company Construction LLC r Town of Barnstable 200 Main Street Hyannis, MA 026Q1 F 8`B7z. rl 1.a �7jD Notice of lnfent to:Demolish.,or Move and} istoric Build-h-Ustructure _ Is Building/Structure located in a Local or Regional Historic District YESI3� If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: Building/Structure Address: C.I7G � '� � Li�r ... /, Number Street Town. State Zip Assessor's Map r d Assessor's Lot Is Building/Structure listed on the National Register of Historic Places or on a pending list with the National Register of Historic Places: YES iNO i How old is the Building/Structure: IJ e How is the Building/Structure Occupied: Zi . Number of Stories: _21 Architectural style of Building/Structure, describe if not known: !A ( Material of Building/Structure: I.�J ( l /' -ro2lc,'.e eiA. zad-4— I` Is this Building/Structure associated with one or more historic events or persons. Please list event, description or names: Type of B 'Iding/Structure and proposed work: Ijj 11 z e = ' . h rl > M LW f �• �, Explanation of the proposed use to be made of the site: Zoning District: AP Fire District: Applicant's Name: Cckv-0\\(N� Address: Numbrp�, Street �_2 Tow Stat 1 Zip Owner's Name: I �cn7� oe A \C2 S�C�, �q1 � r -A�13 �Q7Q) Address:. 0. PA Number Street State�� Zip_ . Contractor: �r ' Address: ?S 7Q\\1 T�� +(\ Ct I V I�TJ � Number Street Town State Zip �p C�0 M4.n Program of Lot and Building/Structure with dimensions: w'" 7 c) 11 � - 0 t Name: --� w m NO v MIKE DETECTORS REVIEWED W � G'O xlo9 'r2EHGT( ►'�cwZs L �� BARNSTABLE BUILDI G DEPT. ATE FIRE DEPARTMENT DATE OTH S/GNATURESMj5X0gjRED FOR PERMITTIN 3d' ! 5 1 TT1N C- f} 2&31 o R 1 � I O � No'�E: GEILW6 (-tE16HT S 4j1 en WUN& T-05. G' 1Z 19 1-o1LF;cE0 Wqa SiaS Uut1101S 3'• ope% CBC.L_ { ML vV+H t5 Lx�( a N P-T. �CRtES w/D I; < ® O cc 7DLUE1'$-A4kb wl PL4sr>R I;� Fr lv tsH h �xERG►SE Roots LAOA117R)/ J LrC 13DRM III o i O _Exi5TINe ?ERPA I'r Q IPWP-. tvc I ZNCLUt3 F $Epltoa�l 8 s4TH CK$ Zg - � n REcwzDi C� M1xIN� - �� IEc STo�R:hoc �uvM n _ _ _.__ 1 Sovt�t� t2�coRt7tT1G1 ^i AC 1 ENCLoscD uTtury QZM. I $TALCS' 30�LfR GLkSs wJ 1 v) 1s � r 50UND '&ECc>PUMC1 s��Iac,s �t J R no AN �11'fv x 1220L- 1 IF a EI.EGTRIC PhWEL. 9 v ® ,9 i t 3S' r ROfaER S. 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G Itil Gp M-r p C,oM CEILINC6 J-btSl 5 2 Xio I& ro f.Kct-T 6 Pk+3l-S CE1LIK16 C, 2Y12- SEcOW) FLOOD, 3o1sTS Ib� o.e. 170 R tAE(Z W v1 LL. -5 T 114 12° O1=f 1 L4TES. ��v E, L�x _ L k 1Y'• L V l , R�bGz� 1�3',:�h M �8ztlktl L�JI i x ,3hi b'" .LVL 9%DG V' (fY!4"lJ kJ1L REST of tR ( Mk+xt. gas_ RID66 VENT RID66 $�/iM/sFk !/oTE s1 Cl>>c 2x8 CvLLrtR TIES - 2x to G(Eu uG aDs iL`O•C- faA Ih R-38 FfBERcaL ASS �NSULy�o1.1 io Zx� WrtlLs ib�' b-C- /Z` tbxy SHEI'tTH tNG. v4ti arC LEPRR SH,NUL>S rO �U�t-T V� Pl►dE TRIM -� - fZ-19 �t;3EtZ �35 Sad�41�ovA Sp Ptt�7 Y�NTi tf-t T-R%M 2.x 12. FLooR0-1 ll R'1� 1'+8��`i1.�CF5 ,�llS•/SouND c� � 3/2x1o� 3/2XE� rtEVrUERs : T� th> -YA A-WA-NTE- S uB F�'� zX12 F�a�R TVISTS- 5E� tr''10, (o" (Z-19 i tRER6L�SS i14 5• -- — ' - - - L_ A-o HRLT -�)•t-Mp 31 z.x M U%fzr w 4" L&LLI C.L. io"-x za, pro C�T/N - t-EFT EL&v4TIom STtwc--tva.wt, YtEw frs. CUINLO y`Y No.34774 STRUCTURAL S ALE:Yq.r 1 wmaovEo ar: oawwH or mvtscD !"mm oawwa.c.wweai' { SI�ilGTUW�E v1Ew t R �Zof 1 I _ 'I . _ 1 n � s� xr�la J it - �MOF14� 23IMAICHFLEn cumo t No.34774 S7RLfCTURAL ~ SCALE: APPROVED sr. ORAwN i3Y QATE: QED 1 SKax/ '\ - - f�J UT oNwwa��NureEn 3 0 3 r OASTAL DEEP OBSERVATION HOLE LOGS LOCU-S - NGINEERING NO SCALE P 13147 DEEP OBSERVATION HOLE 1 EL. = 91.8t DATE OF TESTS: DECEMBER 10, 2010 SCHOOL ST OMPANY, INC. ,��1 260 Cranberry Hwy.Orleans,MA 02653 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP Sos.2ss.6511 Fax:508.255.6700 SURFACE HORIZON TEXTURE MUNSELL MOTTLING IN THE C HORIZON 0" -12" A LOAMY SAND 10 YR 3/2 NONE WITNESSED BY : JOHN G. SCHNAIBLE, CEC N a i DAVID STANTON , HEALTH AGENT 12" - 27" B LOAMY SAND 10 YR 4/6 NONE NO GROUNDWATER ENCOUNTERED o g 27" - 132" C MED. SAND 10 YR 6/6 NONE LOOSE TO COARSE v SAND e3 r § r sj Yk BARNSTABLE (COTUIT), MA DEEP OBSERVATION HOLE 2 EL. = 90.5f 1 ° hk4 y so ,'�' f #, R '� V�r KEY MAP NO SCALE DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER MUNSELL MOTTLING SURFACE HORIZON TEXTURE 0" - 12" A LOAMY SAND 10 YR 3/2 NONE / x99, 12" - 30" B LOAMY SAND 10 YR 4/6 NONE • ``., s x ', i Z t`st his r rr ' 5 i » . . C MEDIUM TO NONE LOOSE ��, �; PLAN REFERENCES. 30 - 132 10 YR 6/6 PERc AT 90' , x98.2• , Y " " O COARSE r SAND / %7' ° w fit, „ y, AS ESSORS �,�A€' 20, PARCEL 100 R � t x98� } •.. ?�r:° Y � F'�w _ �Rq ��ua t PLAN BOOK 15, PAGE 67 4• Op, x97 oSE ASSESSORS MAP 20 / /. ' R° ,\• w •9 �-' - . ,, PARCEL 101 i b e_ ., "- ti "' '° . & i f DA TUM NOTE: I e • "°x97. '° ELEVATIONS SHOWN HEREON ARE BASED DESIGN CAL CULA TIONS / 's' �'� = s `` .�' ' ' ON AN ASSUMED DATUM / x97.7 ', n .�f ; / EXISTING DESIGN FLOW: PROPOSED 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD (PREVIOUS HOUSE-3 VEDR00MS) r 10" MAPLE TO n- CONCRETE WALL 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEP11C TANK, MIN. ALLOWED ��' To BE REMOVED BE REMOVED " ' / A 30'L. x 1O'W. x 2'D. LEACHING CHAMBER CAN LEACH: x9 .4 " EXISTING DWELLI c �� x95.8 Vt = 30 ( 2 ) 2 x .74 + 30 ( 10 ) x .74 + 10 ( 2 ) 2 x .74 = 340.4 GPD TO BE REMOVED EXISTING CONCRETE EXISTING PICKET BLOCK FOUNDATION TO , x FENCE TO BE LEGEND BE REMOVED REMOVED INSTALL: ONE 1 - 30'L. x 10'W. x 2'D. LEACHING CHAMBER Vt = 340.4 GPD > 330 GPD REQ'U. " ra ONE ( 1 ) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED E � a ONE ( 1 ) - DISTRIBUTION BOX ( 5 OUTLET) (H-10) CONCRETE SEPTIC COVER wv ?4' WATER VALVE 100' BUFFER FROM EDGE OF WETLAND I �• 1 _ �°�SF'`'` 1 < / PROPOSED SEAL NO TES RETAINING WALL -O- UTILITY POLE 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. \ ) �� I I \s? ,' s .,�_� ��.. - (TOP OF WALL 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF ,( I 90'$ ' ~��-m, HEIGHT VARIES -- - - - EDGE OF WETLAND �I"OF4 I ♦ \ ISTING SHEDS g _„=� ) ss THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT ♦ T REMOVED STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY I I ♦ PR OSED / EXISTING SEPTIC p WETLAND FLAG COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST I I RETAINM / / / SYSTEM TO BE sclir�A � COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. WALLS / REMOVED , I � ,� y ,/� -.--.� -- ---- FENCE (TYPE AS NOTED) 0. 101 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL StS,lEM,,.COME .ENT, INSTALLER 50 BUFFER FROM I I ❑ (TOP T WALL a� \� S, � "'' .� `: . `� EDGE OF WETLAND I I G� I \ x9oAEIGHT VARIES) � PROPOS / �� Nirn PN J � I EXISTING CONDITIONS INCLUDING'ELEVAtAt OF EXIT INVERTS 1 �` D-BOX w- WATER LINE SHALL VERIFY E S I AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. I 88.1 4 x90.8 IN` xh7.$ I I ♦ � ASSESSORS MAP 20 4 ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE } } } OH #1 .r PARC'L 99 X 92.8 SPOT GRADE �. NOTED. THE MINIMUM SLOPE OF 4 DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. " _ ` } I � } \ ♦ � xso. `� � Q. �� � - -10- - CONTOUR �- } } } \ ` ♦ OSED / 5) NO PART OF THIS DESIGN SHALL BE ALTERED,V►�1i0U; 1IOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT"Or T}i-E LOCAL BOARD OF ` EPTIC\TANK HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR } } I } I ` ' 91� / TO CONSTRUCTION. \ } } I IJ87.5 1 ♦ /� PROPOSED 30'L x 10'W x 2'D O ` p P LEACHING CHAMBER A-I 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS } I � \ 0 w IF THE USE OF THEIR EQUIPMENT REQUIRES I } I\ \\ \ I BENCHMARK-ROD CAP \ ,� a SHALL NOT BE APPROVED E U Q \ \ \ \ \ SET IN LAWN-EL.=90.17 i •� CHANGES IN DESIGN. \ \ (SEE DATUM NOTE) F+ W 7 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND \ \ \ \ RESERVE FILTER FABRIC STAKE x Y x 4' WOODEN � \ \ \ \ \\rod` ` ♦ AREA ,, �� � / STAPLE FABRIC (MAX.)6' ON CENTER UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE ,►1� \ \ \ \ \ O,c ; TO POST. WORK AREA DURING CONSTRUCTION. 89.6 pq 8 THE EXISTING SEWAGE DISPOSAL SYSTEM INCLUDING CESSPOOLS SHALL BE ro \ \ ` $ F , ♦ PROPOSED LIMIT OF ( ) �� WORK/SILT FENCE PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED \ Q WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN \ \ '� \ p 8� / N COARSE SAND. S�a°E A 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. ,� \ \ � \ \ 0 BURY BOTTOM OF O IF APPLICABLE: L� \ \ \ \ I� FILTER FABRIC IN 10 FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN Q x68.0 \\ \\ \54 ASSEPSRO EL 97 20 6' x s" TRENCH O SIEVE PERCENT GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIZE PASSING \ \ \ 1 \ \ \ TTw►�� �-d ��// MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 4 100% \ \ 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 50 10%100% THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 100 0%20% r� SHALL MEET THE ,� 9 _ A5.s \, \ \ \ ' �gs.s V THE MATERIAL THAT PASSES THE #4 SIEVE 200 0%5% � V FOLLOWING GRADATION REQUIREMENTS: ON BY1 PLACING XTHR E 8'-6". xl.E4'-10 LEACHING LEACHING SILT FENCE DETAIL CHAMBER UNITS END TO END WITH 2'-3" STONE ON ENDS AND r 2'-7" STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER P- NOT TO SCALE w UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL), 20 10 0 20 60 w O TOP OF FOUNDATION EL. - 100.00 TOP OF SLAB - 91.00 �T� COO RAISE COVERS TO WINN 6"- RAISE COVER TO WITHIN 3' O W L1 OF FINISH GRADE OF FINISH GRADE 1 inch 20 ft. U x H FINISH GRADE INSPECTION NOTE u H (THIS AREA IS SERVED BY TOWN WATER) p cn w s" MIN. THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) 3' MAX D'BOX MINIMUM D'BOX INSIDE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. '�+ N mil" • 9 IMENSIONS 12"x12' 3 MAX. INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER SCALE 4" DIA SCH 40 PVC PIPE DROP:Y MIN - 3" MAX. " .� 2' LAYER D'BOX PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON AS NOTED FLOW LINE 4 DIA SCH 40 PVC PIPE MIN ,; 4" DIA SCH 40 PVC PIPE 1/8 TO 1/' STONE to" Smnow - 2_p• REQUIRED INSPECTIONS. DRAWING FILE C17347.dwg uqw o PIPE OR FLOW NOTE: EFI�cnvE DATE a 88.75 88.25 1500 GAL LEVELER INVERT DEPTH 5-17-11 ,n SEPTIC TANK 87.90 87.80 87.63 87.50 3/4" TO 1 1/2" i. ' W/SANITARY TEES ALL wv I THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO DRAWN BY COMPACTED BASE DOUBLE WASHED STONE -3. N �_3 THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL �IIP THE MINIMUM SLOPE FOR r c LOCAL OARDCODE FOR BSURFACE OF HEALTH ISPOSAL OF REGULATIONS.NITARY SEWAGE AND CHECKED BY ie 4 DIA SCH 40 VC STONE ALL O ,I O O PIPE IS 1/8" PER FT COMPACTED BASE GAS BAFFLE USE e r �- d W/ 6' LAYER OF 'TUF-IIIV OR LINE(S) EXITING D'BOX MUST REMAIN END VIEW N CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2-0 BEFORE PITCHING DOWN TO LEACHING FACILITY N F 40'f LIQUID DEPTH OUTLET�DUENPT 10't __�12't ESTIMATED DEPTHBELOW 4 FT 14 INCHES Ia LONGEST RUN TO GROUNDWATER IS > 20 FT THE LOT SHOWN HEREON IS AS DESCRIBED ON v 5 FT 19 INCHES H-10 LOADING �, • • g s FT 24 INCHES PLAID BOOK 15 PAGE 67. DEMAREST yG� 7 FT 29 INCHES DETAIL OF LEACHING CHAMBER �RSCHEMATIC FLOW PROFILENo.36859� B 0 PLS. , DATE 5�-t 11 �°'-Fsmo a ( lgND SUR���O� 1 OF 1 SHEETS a ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 c PROJECT NO. C 17347.00 U fsy O N @ G mien 1 i �e- i