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HomeMy WebLinkAbout0041 PINEY ROAD welz i ME �t "� Town of Barnstable' Building Department - 200 Main Street RST"LE. } Hyannis, MA- 02601 MS �' i6319 . (508) 862-4038 RFD Mf►�A Certificate of Occupancy Application Number: 201103757 CO Number: 20130125 Parcel ID: 034020002 CO Issue Date: 11115113 Location: 41 PINEY ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: DEVLIN, STEPHEN Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed w v i�OWN OF BARNSTABLE m1uif ` ~ " 201103757 �� ��P : r� if `4* BARNSTABLE, Issue Date: 09/27/11 \\ 9 MASS. �p s639. Applicant: DEVLIN, STEPHEN Permit Number: B 20112089 prFo �A Proposed Use: ",SINGLE FAMILY HOME Expiration Date 03/26/12 Location 41 PINEY ROAD y Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN 1. Map Parcel 034020002 Permit Fee$ 1,606.50 Contractor DEVLIN, STEPHEN 'Village COTUIT App Fee$ 100.00 License Num 047993 Est Construction Cost$ 0 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD A 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL'FINAL PROJECT VALUES FOR DEMO AND HOUSE NOT IN HE IS CHECKIN INSPECTION HAS BEEN MADE.'WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ALESBURY,DEBRA SCHULTHEISS TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL ?address: 22 HIGH ST INSPECTION HAS BEEN MADE. ACTON,MA 01720-4214 C �ppricaYion Entered by: RM Building Permit Issued By: I TI IIS PFRMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET.ALLEY OR SIDEWAL&OR AN:Y PART TH.EREOF,�FITHER TEMPORARILY OR.PERMANENTLY. ENCROACHMENTS ON`PUBLIC PROPERTY,NO,. !S FECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE-APPROVED BY THE JURISDICTION: S rREET.OR ALLEY GRADES:AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE 013TAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION a� RESTRICTION'S MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: i. 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 ;.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. as WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED iFOR AELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. �I ORK SHALL NOT PROCEED UNTIL THE INSPECTOI .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 CONTRAC T iNG WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ill, IN mal ���' ,1 t (� BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS , l 01 lj /z y 1 1 2UJNt��L(/1/2 RACK (I Ily� "7 � l �eiaa , 3 1 Heating Inspection•Approvals Engineering'Dept 6F� Id/tdrr QQ Rh3 <T j0 1 Fire Dept 2-,F ��Z ns Board of Health \ \ G "f '� _ - 1HE r°wti� Town of Barnstable - RARMSTARLE. Regulatory Services ' - V MASS. g. '639. 06 Building Division plFD MP'� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ?'�. AJA 1--- Location ��1 (�T�`'E v 2�� Permit Number Owner Builder One notice to femairi on job site, one notice on file in Building Department. e following items need correcting: of oT /Z F,7-7" (eti E D `r- WALL- 6A S f r-;J 1 05 T--11'5tnLA'T)yr1 EX PO 5ED TW 6A5FrE,i r !' V' 1- FA Q 7-t3 (3 \5f: /0 Now (0 o(z K-�-/,) G eroE-2G`i CE2 cT�FTCATr AT A.njFL -T-,jcow,-PLET£ �) Y' CLE-�R y L-A 3ELED '7 PE2 'zapczs�a�l E IJERG Y E F fn-CZE,J"f L—a:GWTZ,-JC Please call: 508-862-403,8•for re-inspection. Inspected by Date Q1 ! Vj ZON TOWN OF BARNSTABLE BUILDING PERMIT PPPL'�"ICATION a-S Map ,`3 Parcel J ® —� Application # ryJ Health Division Date Issued Conservation Division ."Application F /o o Planning.Dept. Permit Fee ( 3 j Date Definitive Plan.Approved by Planning Board a Historic - OKH _ Preservation/Hyannis Project Street Address Ll I 1 e Village C®V Owner F-g 9C M A M El SN #LM 660,, TkAl Address ZZ lit P�- g 1 A-GTOh/ , to 44Lf Telephone Permit R / EM 6 �. I S I enp4d e- earn �. 12 Square feet: 1 st floor: existing proposed 0'Ae 2nd floor: existing proposed h -Total new Zoning District Flood Plain 7,01v e L Groundwater Overlay 6Q All M(/F Project ValuatiIt o 21 000 Construction Type W dOh 01,E Lot Size 3 CK6 SF Grandfathered: Y Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family/(# units) �� Age of Existing Structure Historic House: ❑Yes CI O On Old King's Highway: ❑ L Yes No 1 Basement Type: Atfull ❑ Crawl ❑Walkout 0 Other • Basement Finished Area(sq.ft.) 6d s7- Basement Unfinished Area (sq.ft) lJ O Number of Baths: Full: existing new 0 Half: existing _ 6 new 0 llnn� Number of Bedrooms: S existing 0 new Total Room Count (not�in/clu`ding baths): existing 6 new 0 First Floor Room Count Heat Type and Fu • I Gas ❑Oil ❑ Electric ❑ Other yp � Ot e • Central Air: Yes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes ❑ No a Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: AJ Zoning Board of Appeal7No orization Appeal # 2ao0 — � Recorded r� Commercial ❑Yes If yes, site plan review# p urrent Use Les 5 f t; eA 4 i Proposed Use � w r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) y VIA Name N -NLAtl Telephone Number Address �` � 4oN wT= License# OW I -A h4l4 0 2 6 9 r— Home Improvement Contractor# Worker's Compensation # W,00!9 149 O tLo 10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE P DATE t FOR OFFICIAL USE ONLY br .. APPLICATION# DATE,ISSUED MAP�4 PARCEL NO. r ADDRESS VILLAGE , OWNER :DATE OF INSPECTION 4 ©�zEvr�z-icwi ,4�1 t, FOUNDATION o� /�J/ �� `a0 • a f 3 r:Axc _ Y' JG/GffT f .f' oe FRAME :$ I:.I P wig c - INSULATION FIREPLACE '4 t ELECTRICAL: ROUGH FINALS PLUMBING: ROUGH FINAL-'-. ' GAS: ROUGH FINAL FINAL BUILDING �t I DATE CLOSED,OUT ` :7 _ ASSOCIATION PLAN NO.. r Home Energy RaterS LLC BTorrey @EnergyCodeHelp.com 1"16 Rt 6A, Suite 4- Sandwich,Ma 888-503-2233 Air Leakage/ Blower Door Test Address 41 Piney Rd Cotuit, MA Date Oct. 23, 2012 Test Type — Blower door ��2s To comply with Section 402.4.2.1 ofthe 2009 IECC Code the Maximum Air change per hour < 7 ACH Air leakage tested = 2.39 ACH CFM50x60/Volume = ACH50 1280 x 60/32190 = 2.39 TEST DATA Test Mode - Depressurization @50 PA ( 33.5psf) Equipment— Model 3 Minneapolis Blower Door . Test Standard-CGSB Air Flow'@ 50 PA = .1280-CFM Tested Volume = 32190 cu ft Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC Edward C.Crawford 1045 Main St Cotuit, MA 02635 November.10,2013 Town of Barnstable Zoning Board of Appeals& Building Department Re:Appeal#2010-053 Schultheiss Alesbury Trust 41 Piney Road,Cotuit; MA Parcel ID: 034-020-002 Dear Sirs, As an abutter(Parcel ID 034-017)to the above referenced property owned by Debra & Bill Alesbury, this letter is to inform you that I am completely satisfied with the work that has been performed both to re-vegetate the land between us as wellias the stone structure which visually restores the integrity of the property line. I appreciate the efforts taken by the Zoning Board and the Building Department to ensure my property rights have been respected. I fully support the immediate issuance of an Occupancy Permit to the 'Alesburys. a Sincerely, Edward C.Crawford ,� / r /' � , / ' � � � � � � � � � i � i � % i � � i // / � ' i � / / / ' � i � ,� ' i � / i �/� , �/� � i / � i/ � � �, � � / °FIME ., Town of Ba ~°^ Regulatory BARNSTABLE' " MASS. Thomas F. Geile 1639. Building D Tom Perry, Buildin + .4 200 Main Street,-Hy },, r✓f www.town.bar Office: 508-862-4038 r, -Application for:,Open/Closed Signs, Busines t Hardship Location Signs . .� Buildi Applicant: Doing Business As; Sign Location!. Street/Road: Zoning District: Yes/No Hyannis Historic. 26 / Ce 7-,7 / SEPTIC SYSTEM EASEMENT . (BK. 9699 PG. 300) 2 CESSP OL SEPTIC SYSTEM PER P EXIST. 1000 AS-BUILT CARD ON FILE �_. I I GA�,7 I � _T / AT BARNSTABLE HEALTH ` J I ` PIP DEPT. (APPROX ONLY DUE J J TO UNCLEAR TIES) ..uT EXIST. 3 BR i 1 I �o,p / DWELLING i. PR( BENCHMARK CONCRETE BOUND I L 1 t FABLE �1 i t i _24 � � ' /L/OT AEA, /EXIST. DRIVE i SEPTIC SYSTEM EASEMENT 97 CP -,I � EXIST. 1000 SEPTIC SYSTEM PER / - ��_.� I GA�•ST / / _\�\Z�36, EXISY. AS-BUILT CARD ON FILE AT BARNSTABLE HEALTH ` / / -ZFED DEPT. (APPROX ONLY DUE• I ` I / ECK TO UNCLEAR TIES) I I 1 EXIST.-3'BR� I IDWELLING PROPOSED 3 BR DWELLING BENCHMARK CONCRETE BOUND N \ \ I ELEV=28.23 l. W \ \ \ p I D/IInCII^G On, ƒ§M OF \/ / JUL ƒ T . % T 5 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street c Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/I Individual): S Oe 4J iO GdUA� Address: 0 AAA l� `T City/State/Zip: C©c V Phone'#: t`S ` Are yo an employer? Check appropriate box: Type of ptrct(required): I am a employer with 4. ❑ I am a general contractor and I eiiiployeds(full and/orpart=time):* have hired the sub-contractors _ 6. struction listed on the attached sheet. 7. ❑ Re eling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, emolition working for me in any capacity. employees and have workers' 9 ❑ Building addition No workers' comp. insurance comp.insura.nce.4 required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.0 Other employees. [No workers' comp.insurance required.] *Any applicant that checks box Nl must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 6 f�; L Policy#or Self-ins.Lic.#: WCC,%0C1 1 igi o Z D Expiration Date: (Z Job Site Address: I V" City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify[inde h airs andpenalties fperjury that the information provided above is true and correct. Signature: n /l Date: Z Phone# ���� r �'�0 (➢ 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#: Information and Instructions Massachusetts General Laws chapter 152 requires,all employers to provide workers' compensation for their employees. Pursuanttto this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written. An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three.apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house nant thereto shall not because of such employment-be deemed to be an employer." or on the grounds or building appurte 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.re.quired." Additionally,MGL chapter 152, §25C(7) states"Neither the conunonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements.of this chapter have been presented to the contracting authority. Applicants Please fill out.the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance, Limited Liability Companies (LLC)or LimitedLiability 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'. e umber listed below."Self-insured.companies should enter their lease call the De partment partment at.the n compensation olio p P policy,P self-insurance license number on the appropriate line. City or Town Officials space t the bottom 0 ided a s a a as provided Please be sure that the affidavit is complete and printed legibly.. The Departrneni h p p 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 permitilicense applications in any given year,need only.submit one affidavit indicating current policy+information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town):"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses..A new affidavit must be fill6d out each year. Where a home owner or Citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog.license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call.. The Department's'address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia r Client#: 38438 2CENTRALCA ,ALORD CERTIFICATE OF LIABILITY INSURANCE �1108/2010 'ORODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: National Grange Mutual Insuranc Central Cape Construction,Inc. INSURERB: Associated Employers Insurance 820 Main Street INSURER C: Cotuit,MA 02635 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE LILY EXP Ti!ON LTR NSR DATE M D DATE M D f LIMITS A GENERAL LIABILITY MP197640 11/14/10 11/14/11" EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $500 OOO CLAIMS MADE Q OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: / PRODUCTS-COMP/OP AGG s2,000,000 POLICY PERO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS ' BODILY INJURY SCHEDULED AUTOS -� � (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS - �+ (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE _ $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE ! $ RETENTION $ ___ $ B WORKERS COMPENSATION AND WCC5009199012010 05/14/10 '05/14111 'X I TWORYSIT& OTH- EMPLOYERS'LIABILITY r E.L.EACH ACCIDENT $5OO OOO ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? YES E.L.DISEASE-EA EMPLOYEE $500,000 If der SPes n ECIAL describe ROVISIONS below E.L.DISEASE-POLICY LIMIT $500 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Steve Devlin is excluded from the workers compensation policy. 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Clyde McKee DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL IQ DAYS WRITTEN 35 BOurnes Pond Road NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL East Falmouth,MA 02536 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S74573/M74572 LS1 0 ACORD CORPORATION 1988 1 k " ,- jai• .t t= } ..' a.' .. , " a ! f r r , j t T p try,}'".. 11, 1t• - 4 + .' b,�.. !s a ., � •a•. .!. rr- F •'.r ! i �� ! �tf` Ott Hl.li r}}.:A:W", f ' r ! _ f 4, x , r _'� U• )pia��, .',�' I + ,, .. ..... � t. .. � � No L, v r rE .1si,�.:. Y a. .. � M.. ^4„ `•. `• yr '`m• :i°`rq �'.� '� ,��_.._..'' {.. Qom'.,. = �. -.... "_ .!� .r � ,._ _I I • 1NORKER&COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY i' INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue,Burlington,Massachusetts 01803 (800)876-2765 . NCCI NO 40959 POLICY NO. I WCC 50091 M12011 PRIOR NO. I WCC 5W919W12010 ITEM 1. The insured Central Cape Construction Inc Mail Address: 820 Main St. Cotuit MA 02635 Street No. Town or City County State Zip Code FEIN xxxxx4360 ❑Individual ❑Partnership ®Corporation ❑Jolnt Venture ❑Association ❑Other Other workplaces not shown above: 2. The policy period Is from 05114/2011 Ooq�5/1' 4/2012 i 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part-One-of tWpolicy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed in item 3A The limits of our liability under Part Two are: Bodily Injury by Accident$ 500.000 each Bodily Injury by Disease $ 500.000 soli li Bodily Injury by Disease $ 500.QQO ea a pk>;rea' g e C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 osA # e 4 e D. This policy includes these endorsements and schedules:SEE SCHEDULE NO�L eN.� 3 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Coda Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 345034 SEE ENSION OF INFORMATl N PAGE Minimum premium$ 500.00 Total Estimated Annual Premium $ 12,706.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 3,386.00 ❑ Annually ❑ Semi Annually [ Quarterly ® Monthly MA Assessment Chg. > $12,316.50 x 6.8000% � $838.00 This policy,including all endorsements,is hereby countersigned by 03/16/2011 Authorized Signature Data GOV GOV KIND PLACING I CLAIM NAME SAFETY Miller Mc Cartin STATE CLASS AUDIT OFFICE I OFFICE I CHECK GROUP dba Dowling&O'Neil Ins Agcy MA 51"5 8 504 9731yannough Road Hyannis,MA 02601 WC 00 00 01 A(11-88) Includes copyrighted maledal of the National Council on Compensation Insurance, used with Its permission. Offic&of Consumer Affairs grid 91usmess Regulation = 10 Park Plaza-,:Suite 5170 z Boston, Massacisetts 02116 Home Improvement for Registration C Registration: e stration: 131841. I. Tvpe: Private Corporation ^. . X Expiration: 9/26/2012 Tr# 202911 CENTRAL Ci-PE CONSTRUCTIO STEPHEN DEVLIN 820 MAIN ST COTUIT, MA 02635- Update Address and return card.Mark reason for change. ` Address Renewal 0 Employment Lost Card DPS-CAI 0 50M-WG4-G101216 Office�tods� c7�i� &'8ihe � License or registration valid for individul use only , HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: a131841 Type: Office of Consumer Affairs and Business Regulation WLCAPET Expiration: A6h2�012 Private Corporation10 Park Plaza—Suite 5170 Boston,MA 02116 O: NPO. INC. M, STEPHEN DEVLt° 820 MAIN ST COTUIT,MA 02635 * ;! Undersecretary Not vadd without signature Massachusetts- Department of Public Safety Board of Building Regulafions and Standards , C.onttfuct p.n Supervisor License :License: Cs 47993 Restricted to 00 " •,. ��max �t��� W+" STEPFiENJQEVLINt _020 MAIN Sf F ? �T, COTUIT MA602635 ` Expiration: 2/4/2012 Cumnu+simier: �Tr#: 15633 • e J ® AAIAIIN (P_, icy,Number MP19764�11 STREET 'GROUP ' BUSINESS NERS COMMON DECLARATIONS MAIN ERICA ASSURANCE COMPANY 1 1 N ROA ,SUITE 3400,JACKSONVILLE,FL=454000 Item 1. Named Insured an mg Address Agent Name and Address CENTRAL CAPE CONSTRUCTION, DOWLING AND ONEIL INS AGENCY (SEE NAMED INSURED ENDT) 820 MAIN ST P O BOX 1990` COTUIT MA 02635-3117 HYANNIS, MA 02601 Agent Phone No. (508) 775-1620 ._ Agent No-2-0-0-4. _0-6 Item 2. Policy Period From. 11-14-2 010 To: 11-14-2 01� 1____41 at 12:01 A.M., Standard Time at your mailing address shown above. Item 3. Form of Business: CORPORATION Item 4. In return for the payment of the premium,and subject to all the terms of this policy,we agree with you to provide the insurance as stated in this policy. This policy consists of the following coverage parts for which a premium is indicated. Where no premium is shown, there is no coverage. This premium may be subject to adjustment. COVERAGE PREMIUM Section I —Property NOT APPLICABLE Section It—Liability $ 5, 785.00 Inland Marine NOT APPLICABLE j . Total Policy Premium: $ . 5, 785. 00 For Coverages subject to premium audit:Annual Audit Applies Item 5. Form(s) and Endorsement(s)made a part of this policy at time of issue: See Schedule of Forms and Endorsements Countersigned: ; Date: By Authorized Representative THIS BUSINESSOWNERS COMMON DECLARATIONS AND SUPPLEMENTAL_DECLARATION(S),TOGETHER WITH SECTION III —COMMON POLICY CONDITIONS, COVERAGE PARTS,COVERAGE FORMS AND ENDORSEMENTS, ; IF ANY, COMPLETE THE ABOVE NUMBERED POLICY. BPM D 1 1207 aoatr cow `f e-k 1.f,767 F'0 81 i 4-1 S-2i�i�3 a 03 a_r_►8a A. William Alesbury and Debra S. Alesbury of Acton, Middlesex County, Massachusetts for consideration paid and in full consideration of One Dollar j ($1.00) i I grant to Debra Schultheiss Alesbury; also known as Debra S. Alesbury as Trustee of the Debra Schultheiss Alesbury Trust, j created by an Indenture of Trust dated. April 9, 2003, of 22 High Street, Acton, Massachusetts with quitclaim covenants - Those certain parcels of land, together with the buildings thereon, situated in the Town of Barnstable (Cotuit) County of j Barnstable, Massachusetts, being more particularly bounded and described as follows: Parcel One NORTHEASTERLY by a 12 foot right. of way ninety-one and 00/100 (91.00) feet; SOUTHEASTERLY by land now or formerly of Elizabeth A. Souther fifty-one and 00/100, (51.00) feet; V SOUTHWESTERLY by land now or formerly of Meecham.ninety-one and 00/100 (91.00) feet; o NORTHWESTERLY by land now or formerly of Elizabeth A: Souther j c� fifty-one and 00/100 (51.00) feet. 'b Being shown on a plan of land entitled "Plan of .land in Cotuit, aMass. , belonging to Elizabeth A. Souther. Scale 20 feet to an j inch, June 1925. Frederic 0. Smith, C.E. , Buzzards Bay, Mass. ,, recorded in Plan Book 14 at Page 73 of the Barnstable County j 0 Registry of Deeds. -� I aThe above described premises are conveyed subject to and with the 1 benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record and especially as set N forth in a deed from Ruth A. Kraft to Robert T. Knight recorded t aa) at the Barnstable County Registry of Deeds in Book 5404 at Page j .a 296. v M Parcel Two � I That parcel of land shown as "Parcel A" on plan of land in p, (Cotuit) Barnstable, Mass. prepared for Robert T. Knight, Scale 1" = 30' , dated August 2, 1991 by Down Cape Engineering, Inc. , w Civil Engineers and Land Surveyors, Rte 6A, Yarmouth, MA" recorded with the Barnstable County Registry of Deeds in Plan Book 483 at Page 8 to 'which plan reference -may be made for a further description of said Parcel A. For title reference see deed from Robert T. Knight dated November 15, 1991 and recorded in Book 7759 at Page 286. j i i i G 8k 16767 Ps82 Y46755 Witness our hands and seals on this 9t' day of April, 2003 . i i A. William Alesbury Debra S. Alesbury I COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. April 9, 2003 Then personally appeared the above-named A. Will' and Debra S. Alesbury and who acknowledged the execut foregoing instrument to be their free -act and deed, i No ary Public ! My Commission Expires: j • i i Renee L.Willett Notary,Public My Commission Explres February 19,2010 i i I I i i j I BARNSTABLE REGISTRY OF DEEDS oFIHE Tom, Town of Barnstable Regulatory Services sARNsTABLE. ' Thomas F.Geiler,Director MASS. Building Division QED PM1 Tom Perry,Building Commissioner 260 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790=6230 Property Owner Must Complete and"Sign ` 'his Section If Usin A Builder i SC RJLFII} l S(3tl as Owner of the subject property hereby authorize _ to act on my behalf, Ar in all matters relative to work authorized by this building permit application for: MIT (Address of Job) e Signature of Owner Date _ I>C-W-A A L.E5WR� Print Name If Proerty Owner is applying for permit please complete the. Homeowners License Exemption Form on.the reverse side. { Q:FORMS:O W N ERP ERM I S S I ON nationalgr1d, September 7, 2011 Attn: Robert Alesbu,ry Re 41 Piney Rd, Cotuit, MA, This letter is to>notify,you that after'our investigation it has been,d,'etermined that, there is no gas being supplied to 41 Piney Rd, Cotuit MA: If you have any.questions, please,contact me at 781-907-2927: Sincerely, Diane E. Camara National Grid Gas Customer Fulfillment 781-907-'2927 781-52271056 fax 40 Sylvan Road E-2 Waltham, Ma 0245:1' diane.hazelton-camara@us:ngnd:com': r AT 4 + COTUIT ai�X ¢ ?XxTT U21Tt * FIRE DISTRICT*. =' voo tyzs 1g,°' '4300 FALMOUTH. ROAD P.O.` 'BOX 451 DFoJUQ1 COTUIT,'MA55. 02635 PHONE 508-428-2687 FAX '508-428-7517 a r , .; a : - : :y: < August 23, 2011ok t Mrs. Deborah Alesbury 22 High Street' w .Acton, MA. 0172E . a x Dear Mrs. Alesbury, . The water was;been turned off at thi street and the meter was disconnected .' at 41 Piney Road on Tuesday ,Augi st 23,,'2011,.. Please call us the morning of-the demolition at 508-428-2687 so we can remove the remaining service connectori r materials Sincerely, x - , Christopher:.Wiseman Superintendent Aug. 30, 2011 10:06AM NSTAR-SUMSW3 No, :1141 : . P. 2 ffli , One NSTAR Way E1 Ec rRIc west''ood,Yassachusetts 02000 GA S 1 August 30 2011 r i, 7 William Alesbury' _ 820 Main St. Cotuit, MA 02635 RE:41 Piney Rtl, Dear William Alesbury. „yry r z r At NSTAR, we're committed to delivering great service . ;. This letter serves_as confirmation that, a' SW August 30th, the eleotri6seNiice to 41`' Piney Rd.,,has been removed, Based on this Information' , there is no electric power at this address and you may - , proceed'with the demolition. )f ou have an p y y questions, please co ntaot me at 888- '633-37.97. Sincerely, r - Audrey Alcione New Customer Connects '"'! w r -Y - _ r x ' z 2oka1 G- ' LOT AREA 13,903f S.F./ o . h OO (O \ / 28 6' CONCRETE / FOUNDATION TF = 40.35 3.0' i0 .00, / 29 2.3' DCE #06=123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE' OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 41 PINEY ROAD PREPARED FOR: COTUIT,'MASS. WILLIAM ALESBURY SCALE 1 " = 36' DATE : NOVEMBER 23, 2011 REFERENCE ASSESS. MAP 34 PCL 20-2 LCP 36175D ' HOFM"jSS NOFMpS,, I HEREBY CERTIFY THAT THE STRUCTURE DANLEL DANIEL qcG ' cy� SHOWN ON THIS PLAN IS LOCATED ON THE ti m GROUND AS SHOWN HEREON. A` A. u, off 506-362-4541 No.40 80 No.40980 w fax 508 362-9060 `�O �FSS1� Q, down cape engineering, inc. ' I (a3��� Cll//L ENGINEERS LAND SURVEYORS DATE REG. LAND SURVEYOR sss Ma/n Street — YARMOUTHPORT, MASS PROJECT ADDRESS: PERMIT# PERMIT DATE: H con , LARGE ROLLED. PLANS ARC BOA SLOT Data entered in MAPS. program on By: A i ♦ to � .. Bk 2-5239 P928$ �e59S3 4 02-07--2011 a"1 11 =06C)t O 10, r-e C wd-e J s .mod Town of Barnstable Zoning Board of Appeals " � Decision and Notice . Special Permit No.2010-053-Schultheis Alesbury Section 240-92.8 Nonconforming Buildings or,Structures Used as a Single-&Two-family Residence To allow for the expansion and alteration of the existing nonconforming dwelling not in conformance witti the required setback but rather located based upon the existing nonconforming structure. Summary: Granted with Conditions Petitioner: Debra Schultheiss Alesbury Trustee of the Debra Schultheiss Alesbury Trust Property Address: 41 Piney Road,Cotuit,MA Assessor's Map,Parcel: Map 034, Parcel 020-002 Zoning: Residence F Zoning District Recording Information: Deed—Book 16767,page 81 Relief Requested and Background: The subject property is a 0.32-acre lot developed with a two-story,three-bedroom,single-family dwelling with 1,368 sq.ft. of living area According to the Assessor's record,the dwelling dates to 1922 and predates the adoption of zoning in Barnstable. The subject lot has no frontage on Piney Road and the access is taken via an easement over 25 Piney Road. The dwelling is situated to the rear of the lot with the foundation situated 2.1 feet off the property line and not in conformance with today's required 15-foot rear yard setback: In addition,a part of the rear of the home is cantilevered over the foundation and intrudes over the property line by 0.5 feet. Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 25,2010. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 1,2010,at which time the Board found to grant the Special Permit subject to conditions. Board Members.deciding.this appeal were,William H. Newton, Craig G. Larson,Alex M. Rodolakis, George T.Zevitas and Board Chair, Laura F.Shufelt. A William Alesbury,The petitioner's husband represented the application before the Board. He explained that the existing structure is very old and in need of being updated. He also noted that there would be an expansion of the home by approximately 700 sq.ft. They would like to retain the structure's first floor to preserve the location of the.building on the lot. The Board Chair noted that a letter from Edward C.Crawford of 1045 Main Street, the direct abutter to the rear of the site, had submitted a letter..The letter is in support of the improvements and states that Mr.Crawford has granted permission to allow access on his property to make the alterations and expansion. He has also requested that upon completion of the work that the applicants restore his property-by re-vegetating and re-installing fencing to match the existing. CIO Bk 25239. Pg .289 #69 Town of Bamstable�Zoning Board of Appeals—Decision and Notice Special Permit No.2010-053—Schultheiss Alesbury—AftedExpand Nonconforming single-Family Dwelling Public comment was requested and no one spoke in favor or in opposition to the request at the hearing. Findings of Fact: At the hearing of December 1, 2010, the Board ously made the following findings of fact: 1. Appeal No. 2010-053 is that of Debra Schultheiss Alesbury a/k/a Debra S.Alesbury as Trustee of the Debra Schultheiss Alesbury Trust seeking a Special Permit pursuant to Section 240-92.6 Nonconforming Buildings or Structures Used as Single-and Two-family Residences to allow for the expansion and alteration of the existing nonconforming dwelling not in conformance with the required setback but rather located based upon the existing nonconforming structure. The structure currently does not meet the required rear yard setbacks and the alteration as proposed will not intensify that nonconformity. - 2. According to the application and plans submitted,the applicant is proposing to remove the existing 456 sq.ft.,second floor of the building,rebuild a new second floor of 916 sq:ft.,and completely renovate the 1,093 sq.ft.first floor including the addition to existing open decks. 3. As there is no greater encroachment of the building as measured for the foundation into the setback,there is no increase in the degree of the nonconformity. That part of the building that intruded over the property line is to be removed and further reduced to align with the building's foundation. 4. Edward C. Crawford of 1045 Main Street,owner of the property to the rear of the site, has given his permission to use'partof his property to access the rear of the building. He has requested that upon completion of the work that the applicants restore his property by re-vegetating and re- installing fencing,to match the existing. 5. The application fails within a category specifically excepted in the ordinance for a grant of a special permit,and the proposal fulfills the.spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant Special Permit No. 2010-053 for the alteration and expansion of the existing dwelling,subject to the following conditions: 1. The alterations and expansion of the structure shall be in accordance with plans submitted to the Board entitled; proposed Renovation 41 Piney Lane Cotuit,MA prepared for Bill and Debra Alesbury, as drawn by Central Construction Company, Inc. consisting of Sheets 1 through 5. 2. No part of the building shall intrude into the 2.1400t rear yard setback. 3. All construction shall conform to all applicable building codes and fire regulations. 4. The applicant shall be responsible for restoring the rear`of the site;including the abutter's property by the re-installation or replacement of like-kind fencing and the re-vegetation to restore screening. This shall be required prior to the issuance of any occupancy permit. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators,etc.) shall be.located so as to conform to the required setbacks and any equipment shall be screened from neighboring homes and all ways. n 2 v � Bk 25239 Pg 290 #69E Town of Batnstable,Zoning Board of Appeals Decision and Notice Special Permit No.2010-053—Schultheiss Alesbury--Altergxpand Nonconforming Single-Family Dwelling 6. This decision must be recorded at the Barnstable County Registry of Deeds and a copy of that recorded doctsment must be submitted to the Zoning Board of Appeals office and to the Building Division at the time a building permit application is made. The relief authorized must be initiated within two years of the granting of this permit. The vote was as follows: AYE: William H. Newton, Craig G. Larson, Alex M. Rodolakis, George T. Zevitas, Laura F. Shufelt NAY: None Ordered: Special Permit No.2010-053 has.been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. 5- Laura F.Shufelt, ChaiF Date Signed >>iiaita�� 1, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hergp * certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decisi,pp that no appeal of the decisio as bee 'led in the office of the Town Clerk. . d� � . Signed and sealed this day ,under the pains a d penalti ;.z � � �4 < .a Lmda Hutchenrider, Town Clerk �;'�►�i��>>`'�� C(Dpy AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 P11-12; ALESBURY,41 Piney Road,Cotuit,MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................:................. ................................................110 mph If WindExposure Category................................................................... .............................................................B J_ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories <_2 stories 1 RoofPitch ...........................................................................(Fig 2) .................................. 5 or 12_5 12:12 Mean Roof Height. ......................... .... .................(Fig 2)..................... _26_ft 5 33' _1_ Building Width,W ...............................................................(Fig 3)....................... e............ 26_ft 5 80' _f� Building Length, L ...............................................................(Fig 3)......................... .�............... 40 ft 5 80' ,f Building Aspect Ratio ....:................................(Fig 4 ..` i 1.58_5 3:1 Nominal Height of Tallest Opening2...................................:(Fig 4)............................................... 6'8"_<_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 1 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ,f ConcreteMasonry.................................................................... ....................................I.......................... n/a 2.2 ANCHORAGE TO FOUNDATION'3 K 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .(Table 4).................................. Bolt Spacing from endloint of plate .............................(Fig 5)...................................._8_in.5 6" 12" Bolt Embedment—concrete.........................................(Fig 5 _ - Bolt Embedment—masonry.........................................(Fig 5)..........................:................ in.Z 15" _n/a— Plate Washer.................................................:..............(Fig'5).........for SINGLE plate........z 3"x 3"x'/<" 3.1 FLOORS Floor framing member spans checked ..............................::(per 780 CMR Chapter 55)................................... ,f Maximum Floor Opening Dimension...................................(Fig 6)................................................._9'_ft s 12' ,f Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................................... If Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)................................................. _ft 5 d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................—ft 5 d _n/a Floor Bracing at Endwalls....................................................(Fig 9).....Continuous Ceiling Diaphragms........... If Floor Sheathing Type ................................:........................(per 780 CMR Chapter 55)................................... J_ Floor SheathingThickness .................................................(per 780 CMR Chapter 55 _ Floor Sheathing Fastening..................................................(Table 2) 10d Bx nails at_6—in edge/_12_in field _4 4.1 WALLS Wall Height Loadbearing walls......................................................::(Fig 10 and Table 5).....................—8'3" ft :5 10' 1_ Non-Loadbearing walls.................................................(Fig 10 and Table 5)....................._8'3°ft 5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)................._16_in.s 24"o.c. ! Wall Story Offsets .........................................................(Figs 7&8)........................................... ft <_d n/a 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................2x_4"/6" _8_ft_0_in. 1 Non-Loadbearing walls...........:.....................................(Table 5).............................2x_6" 12 ft_6_in. _J Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).......................................:...:.:.:................. WSP Attic Floor Length................................................(Fig 11)............................................ 10 ft aW/3 1 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)........................100%......._ft .0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .:(Fig 11)............................................................. Na or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ,f_, Double Top Plate Splice Length ............................ ...................... ...(Fig 13 and Table 6)...................................._6 ft T f_ Splice Connection(no.of 16d common nails)........::....(Table 6)....................................................... 10 ,f I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) ..........(Tables 7). ... .... ..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)......................................................._2_ J Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...2/1.75"x 9.25'LVL.. 6_ft_0_in.:5 I V Sill Plate Spans ..........................................:..............(Table 9).............................. 0 ft in.:5 11' _1 Full Height Studs (no.of studs)....................................(Table 9)........................................................_3_ _e Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) p ............(Table 9).....2/2"x 8"w/Y2"ply. 6_ft_0_in.:5 12' l Header Spans...... ........................................... Sill Plate Spans............................................................(Table 9)............................._0 ft in.s 12" ,! Full Height Studs(no.of studs)....................................(Table 9).................................. ....l...._2_ —1_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W 2- Nominal Height of Tallest Opening2 ...................:........................................................:..6'8%6'8" J Sheathing Type........................................ .: (note 11 ........_7/16"_ _,f Edge Nail Spacing..........................................(Table 11 or note 11 if less)....................._6_in. 4 Field Nail Spacing............................:.............(Table 11)................................................ 12 in. ,f_ Shear Connection(no.of 16d common nails)(Table 11).............. 3/ft ht Sheathing 1_ Percent Full-Height g.......................(Table 11)............ . ..4..... or 0% CN#1 5%Additional Sheathing for Wall with Opening>6'8"'(Design Concepts).................... n/a_ Maximum Building Dimension,L I(y . Nominal Height of Tallest Opening2....... ... ............................................................... 6'8"s 6'8" 1 ......................... note 11 ............................. ._7/16. Sheathing Type..................... ( ) ...............,..... Edge Nail Spacing..........................................(Table 10 or note 11 if less)....................._4_in. if Field Nail Spacing..........................................(Table 10).....................................� a!-12_in. _ Shear Connection(no.of 16d common nails)(fable 10)............:.........�.�'.f.....VIM- Percent Full-Height Sheathing.......................(Table 10)... _47%or 48%_ �_ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts ,................... _n/a_ Wall Cladding Rated for Wind Speed?........WC Shingles.................................. .................................... ............. 1 5.1 ROOFS Roof framing member spans checked?........................(per 780 CMR Chapter 55)............................... ,t_ Roof Overhang .......... ...... .......... .........(Figure 19 .. 1 ft:5 smaller of 2'or L/3 J Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)..................................U=_286-16"o/c CN#2 Lateral................................:.............(Table 12)...................................L=_176-16"o/c CN#2 Shear...............................................(Table 12)...................................S=_77-16"o/c CN#2 Ridge Strap Connections,if collar ties not used per page 21... (Table 13)......................T=_247-16"o/c CN#2 Gable Rake Outlooker.....................................:............(Figure 20).................._11—ft 5 smaller of 2'or L/2 J Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)............................................U= lb. n/a_ Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. _n/a_ Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)............ _1 Roof Sheathing Thickness...........................................................................................1.7/16"a 7116"WSP _1 Roof Sheathing Fastening............................................(Table 2)..................................................8d Bx_ J Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. Const. Note#1 —Plywood shearwall per Tbls. 10&11—See attached Shearwall Layout Sheet for wall construction& nailing requirements. APA Narrow Wall Construction required BOTH gable ends of 1"Floor 5. Const. Note#2—Use Simpson H2.5A Hurricane Ties at rafter tails and Simpson LSTA15 Strap Ties at ridge connection 6. AWC Guide to Wood Construction in'High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 cam 5301.2.1.1)1 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of tad staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -emu n+rs rax assrs oa wraMrax;UMSd ants ""--r---- -.I—- 11 n 1. 11 11 11 Y 1.1 11 11 11 11 11 it 11 11 1 11 11 1 11 I l N 11 Ii O n IFT 1 m i t 1 1 asa F 11 C� J o A 11 I r IL u u p 11 n 13 �1 1 1 11 11 4F ii ii g u 11 1 ILij yi 1 .Q 11 1 r 1 r ii ii 1 n el 11 f � MULSPACM l i PRNEi c, j� See,Detail on Next Page Vertical and Horizontal Mailing for Pang Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 i •: L 1 ! N ! 1 1 1 1 / +f ! ! 1 11 f /1 / 1 1 • ! 1 1 1 U 1pill gig E 1 1 I 1 ! FRAMWI 1 1 - EDGE WERMEUXTE ••f l[ 1 C� JL- f VA t IYI HAOL PAT FERN PANEL PA14EL EDGE DOUBLE NAIL SPACING MAL Detail Vertical and Horizontal Nailing for Panel Attachment GENERAL DESCRIPTION Central Construction 776-6660 8th ed. Pll-12 Narrative: 1-1/2 Story Custom Cape w/ Porch & 2 Car Garage ---------- on Full Foundation Location: ALESBURY, 41 Piney Road, Cotuit, MA DESIGN NOTES - Shear Walls TITLE Elevation - Level (Location) A Total wall area; Scale off plan - Inscribed Layout B EFFECTIVE shearwall area (no panels thinner than H/3.5) C Roof & Ceilinq OR Roof, Ceilinq & 1 Floor D Divide B/A E Aspect Ratio- Building Length/ Building Width F Plywood Data from Tbls. 10 OR 11 WFCM Exp B 110 MPH Guide G Sheathing & Boundary Nail Spacing (Suggest KEY) Main House-2nd Floor=7'6" Eff.Panel Width=26 -1st Floor=8'3" Eff.Panel Width=29" TITLE FRONT-Upstairs TITLE FRONT-Downstairs A Tot.SgFt 270.0 Tot.SgFt 340.3 sq ft B Eff.SgFt 150.0 Eff.SgFt 161.9 sq ft C Tbl.11 Roof & Ceiling Tbl.11 Roof, Ceiling & 1 Flr D Avail. %, 56% Avail. % 48% E L/W 1.54 L/W 1.58 F Req.% 22% Interpolate Req.% 46% Interpolate G 7116"Naiing BASIC (8d @ 6" o/c) 7116"Naiing BASIC (8d @ 6" o/c) TITLE LEFT SIDE-Upstairs TITLE LEFT SIDE-Downstairs A Tot.SgFt 195.0 sq ft Tot.SgFt 215.8 sq ft B Eff.SgFt 93.8 sq ft Eff.SgFt 0..0 sq ft C Tbl.10 Roof & Ceiling Tbl.10 Roof, Ceiling & 1 Flr D Avail. % 48% Avail. % 0% E L/W 1.54 LIW 1.58 F Req.% 47% Interpolate Req.% 60% NG G 7116"Naiing BASIC (8d @ 6" o/c) THEREFORE - Use.APA Narrow Wall REAR-Upstairs REAR-Downstairs A Tot.SgFt 270.0 sq ft Tot.SgFt 340.3 sq ft B Eff.SgFt 127.5 sq ft Eff.SgFt 170.2 sq ft C Tbl.11 Roof & Ceiling Tbl.11 Roof, Ceiling & 1 Flr D Avail. % 47% Avail. % . 50% E L/W 1.54 LIW 1.58 F Req:% 22% Interpolate. Req.% 46% use 2.0 G 7116"Naiing BASIC (8d @ 6" o/c) 7116"Naiing BASIC (8d @ 6" o/c) RIGHT SIDE-Upstairs RIGHT SIDE A Tot.SgFt 195.0 sq ft Tot.SgF1. 215.8 sq ft B Eff.SgFt 67.5 sq ft Eff.SgFt 41.5 sq ft C Tbl.10 Roof & Ceiling Tbl.10 Roof, Ceiling & 1 Flr D Avail. % 35% Avail. % 19% E L/W 1.54 L/W 1.58 F Req.% 31% Interpolate Req.% 609 NG G 7/16"Naiing REDUCED (8d @ 3" o/c) THEREFORE - Use APA Narrow Wall REScheck Software Version 4.4.1 Compliance Certificate Project Title: New Custom Home Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 22% Heating Degree Days: 6137 Climate Zone: 5 " Construction Site: : Owner/Agent: :Designer/Contractor: 41 Piney Road r Bill&Debra Alesbury - Steve Devlin Cotuit,MA 02635 - Central Construction Company, x, 820 Main Street Cotuit,MA 02635 1-508-420-1340 Compliance: trade-off Compliance:8.3%Better Than Code Maximum UA:372 Your UA:341 The%Better or Worse Than Code index reflects how close to compliance the house is.based on code trade-off rules. - - It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or t•• Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1116 30.0 0.0 37 Ceiling 1:Cathedral Ceiling(no attic) 32 •~'38.0 0.0 1 ,. Ceiling 2:Flat Ceiling or Scissor Truss .1088 `, - :`38.0 0.0 33, ; Wall 1:Wood Frame, 16"D.C. 698 21.0, 0.0 30 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 132 .0.300 -40, SHGC:0.28 Orientation:Front Door 1:Glass a 40• 0.290 12' SHGC:0.27 , Orientation:Front ' r Wall 2:Wood Frame, 16"D.C. 442 21.0 0.0. 20 - Orientation:Left Side _ Window 2:Vinyl Frame:Double Pane with Low-E 8 + 0.280 2 SHGC:0.26 . Orientation:Left Side Window 3:Vinyl Frame:Double Pane with Low-E 79; 0.300 24 SHGC:0.28 Orientation:Left Side ' Wall 3:Wood Frame, 16"D.C. t 698' 21.0 0.0 29 . Orientation:Back Window 4:Vinyl Frame:Double Pane with Low-E 186 0.300 56 SHGC:0.28 Orientation:Back Wall 4:Wood Frame, 16"D.C. 442 21.0 0.0 17 Orientation;Right Side Window 5:Vinyl Frame:Double Pane with Low-E 67 0.300 20 SHGC:0.28 Orientation:Right Side - Door 2:Solid 74 '' 0.270 20 Orientation:Right Side w s Project Title: New Custom Home Report date: 05/10/11 Data filename: C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck •, Page 1 of 6 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 Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title , `F Signature` Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #9348 - F Project Title: New Custom Home Report date: 05/10/11 Data filename: C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck Page 2 of 6, REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38'0 cavity insulation' Comments: Above-Grade Walls: t ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Y Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: r ` ❑ Wall 4:Wood Frame,16"o.c.'R-21.0 cavity insulation Comments: M Windows: ❑ Window.1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors;describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No' ^*' r, J • a a. Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 a For windows without labeled U-factors describe features: F ;. #Panes Frame'Type Thermal Break? Yes No', Comments: r ❑ Window 4:Vinyl FrameDouble Pane with Low-E,U-factor:0.300 . For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? YesY No Comments: ' ❑ Window 5:Vinyl Frame:Double.Pane with Low-E,U-factor:0.300 e= - For windows without labeled U-factors,describe features: " #Panes •Frame Type Thermal Break? `'Yes No Comments: Doors:. = k a?}❑'boor 1:Glass,'U-factor.0.290 Comments: ' F ❑ 'Door 2:Solid,U-factor:0.'270 ` Comments: s Floors: Project Title: New Custom Home Y Report date:,05/10/11 ` Data filename: C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck; Page 3 of 6 I r ❑ Floor):All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation ° Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ;. o 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. 0„ '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. ❑ 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: ❑ 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. (d)Floors:Air barrier is installed at any exposed edge of insulation. - (e)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. M Corners,headers,narrow framing cavities,and rim joists are insulated. F (9)Shower/tub on exterior.wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: , ❑ 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: , ❑ Building framing cavities are not used as supply ducts. i ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as 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 181A 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, r 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). ❑ 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 166.7 cfm(8 cfm per 100 ft2 of conditioned floor area). Project Title: New Custom Home ' ' Report date: 05/10/11 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck, Page 4 of 6 I . (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 250.1 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. " (3)Rough-in total leakage test with air handler installed:Less than or equal to 125.0 cfm(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 83.4 cfm(4bfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes Iare insulated to R-2. 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: 4x i ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. , Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. - ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present: ; Exceptions: - Where public health standards require continuous pump operation. Where pumps operate within solar-,and/or waste-heat-recovery systems. ❑ 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: 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: Li Snow-and ice-melting 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 V). 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 labels.. NOTES TO FIELD:(Building Department Use Only) w - ¢ i..+.........,..«.�«m.�a«..,.�,xx.......i .........ram- ..w...� k, - Project Title: New Custom Home Report date: 05/10/11 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck Page 5 of 6 i i At Project Title: New Custom Home Report date: 05/10/11 t Data filename: C:\Documents and Settings\Keith\My Documents\REScheck\#9348.rck ,. Page 6 of 6 l 2009 IECC Energy Efficiency CertificateInsulation Rating R-Value } Ceiling/Roof 38.00 Wall 21.00 , Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&D.. : Window 0.30 0.28 Door 0.27 0.27 CoolingHeating& Heating System F Cooling System Water Heater. Name: Date q Comments: Y ' I �V�I ( � 11 eGL� C.ASS {��� (,Q 'fvt Page 1 Residential Heat Loss and Heat Gain Calculation 6/29/2011 In accordance with ACCA Manual J At Report Prepared By: Snow and Jones, Inc. Accord Branch . For: Quality Mechanical 41 Piney Road Cotuit, Mass r Design Conditions: Cotuit Indoor: Outdoor: Summer temperature: 72 Summer temperature: 100 Winter temperature: 72 Winter temperature: -10 Relative humidity: 50 Summer grains of moisture: 97 Daily temperature range: High , Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 2,039 sq.ft. 36,915 5,424 42,339 63,004 ( 3.5 tons First Floor 21,650 3,579 25,229 40,932 Entry Foyer 32 sq.ft. 707 118 825 2,143 Infiltration 137 118 255 724 Floor .32 sq.ft. 0 0 0 409 N Wall 12.3 sq.ft. 20 0 20 61 Glassdoor 21 sq.ft. ; 550 •' 0 - 550 949 Kitchen .140 sq.ft. 4,738 736 5,474 6,268 Infiltration 321 276 597 1,690 People 2 600 460 1,060 0 Miscellaneous 1,200 0 1,200 0 Floor 140 sq.ft. 0 0 0 1,791 N Wall 88 sq.ft. 140 0 140 432 Window 7.2 sq.ft. 189 0 189 293 Window(2) 7.2 sq.ft. . 189 0 189 293 Window(3) 7.2 sq.ft. 189 0 189 293 Window(4) 7.2 sq.ft. 189 0 189 293 W Wall 61.7 sq.ft. 98 0 98 304 Window 7.2 sq.ft. 541 0 541 293 Window (2) 7.2 sq.ft. 541 0 541 293 4 Window (3) 7.2 sq.ft. 541 0 541 293 Living`Room . 480 sq.ft. 7,296 1,388 8,684 16,518 } i Page 2 Quality Mechanical 6/29/2011 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Infiltration 811 698 1,509 4,277 People 3 900 . 690 1,590 0 Floor 480 sq.ft. 0 0 0 6,140 N Wall 26 sq.ft. 42 0 42 128 Window 7.2 sq.ft. 189 0 189 293 S Wall 138.8 sq.ft. 222 0 222 683 Window 15 sq.ft. 618 0 618 610 Window(2) 15 sq.ft. 618 0 618 610 Window(3) 15 sq.ft. 618 0 618 610 Window(4) ' 15 sq.ft. 618 0 618 610 Window(5) 15 sq.ft. 618 0 618 610 Window (6) 15 sq.ft. 618 0 618 610 Window(7) 15 sq.ft. 618 0 618 610 Window(8) 6.2 sq.ft. 255 0 255 252 W Wall 43.6 sq.ft. 70 0 70 215 Window 6.4 sq.ft. 481 0 481 260 Family Room 398 sq.ft. 8,471 1,298 9,769 14,613 Infiltration 706 608 1,314 3,725 People 3 900 690 1,590 0 Floor 397.8 sq.ft. 0 0 0 5,089 N Wall 118.5 sq.ft. 189 0 189 583 Window 10.5 sq.ft. 275 0 275 427 Window(2) 10.5 sq.ft. 275 0 275 427 Window(3) 10.5 sq.ft. 275 0 275 427 S Wall 26 sq.ft. 42 0 42 128 Window 7.2 sq.ft. 297 0 297 293 E Wall 108.2 sq.ft. 173 0 173 532 Window 15 sq.ft. 1,128 0 1,128 610 Window(2) 20 sq.ft. 1,504 0 1,504 813 Window(3) 15 sq.ft. 1,128 0 1,128 610 Glassdoor 21 sq.ft. 1,579 0 1,579 949 Bathroom 44 sq.ft. 438 39. 477 1,390 Infiltration 46 39 85 241 Floor 44 sq.ft. 0 0 0 563 S Wall 59.5 sq.ft. 95 0 95 293 Window 7.2 sq.ft. 297 0 297 293 Second Floor 15,264 1,843 17,107 22,072 Staircase/door to deck 150 sq.ft. 1,351 175 1,526 3,130 Page 3 Quality Mechanical 6/29/2011 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Infiltration 203 175 378 1,069 Floor 149.5 sq.ft. 0 0 . 0 0 N Wall 56.7 sq.ft. 90 0 90 279 Window 10.5 sq.ft. 275 .0 275 427 Glassdoor 21 sq.ft. 550 0 550 949 Ceiling 150 sq.ft. 233 0 233 406 Bedroom 174 sq.ft. 2,686 421 3,107 3,891 Infiltration 222 _ 191 413 1,173 People 1 300 230 530 0 Floor 174 sq.ft. 0 0. 0 0 N Wall 86.3 sq.ft. 138 0 138 425 Window 10.5. sq.ft. 275 0 275 427 Window (2) 10.5 sq.ft. 275 .0 275 427 E Wall 77.6 sq.ft: 124 0 124 382 Window 7.2 sq.ft. 541 0 541 293 Window(2) 7.2 sq.ft. 541 0 541 293 Ceiling 174 sq.ft. 270 0 270 471 Bathroom 168 sq.ft. 2,693 191 2,884 3,875 Infiltration 222 191 413' 1,173 Floor 168 sq.ft. 0 •0 0 0 E Wall 77.6 sq.ft. 124 0 124 382 Window 7.2 sq.ft. 541 0 541 293 Window(2) 7.2 sq.ft. 541 0 541 293 S Wall 86.3 sq.ft. 138 0 138 425 Window .10.5 sq.ft. 433 0 433 427 Window(2) 10.5 sq.ft. 433 0 433 427 Ceiling 168 sq.ft. 261 0 261 455 Master Bedroom 223 sq.ft. 4,350 545 4,895 5,704 Infiltration 366 315 681 .1,932 People 1 300 230 530 0 Floor 222.8 sq.ft. 0 0 0 0 S Wall 90.5 sq.ft. 144 0 144 445 Window 12 sq.ft. '494 0 494 488 Window(2) 12 sq.ft. 494 0 494 488 Window(3) - 12 sq.ft. 494 0 494 488 W Wall 82.5 sq.ft. 132 0 132 406 Window 10.5 sq.ft. 790 0 790 427 , Window(2) 10.5 sq.ft. 790 0 790 427 ' A Page 4 Quality Mechanical 6/29/2011 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Ceiling 223 sq.ft. 346 0 346 603 Bedroom (2) 196 sq.ft. 3,588 455 4,043 4,468 Infiltration 262 225 487 1,380 People 1 300 230 530 0 Floor 195.8 sq.ft. 0 0 0 0 S Wall 90.2 sq.ft. 144 0 144 444 Window 10.5 sq.ft. 433 0 433 427 Window(2) 10.5 sq.ft.' 433 0 433 427 W Wall 82.5 sq.ft. 132 0 132 406 Window 10.5 sq.ft. 790 0 790 427 Window(2) 10.5 sq.ft. 790 0 790 427 Ceiling 196 sq.ft. 304 0 304 530 Master Walk-in Closet 35 sq.ft. 596 56 652 1,004 Infiltration 65 56 121 345 Floor 35 sq.ft. 0 0' 0 . 0 S Wall 27.8 sq.ft. 44 0 44 137 Window 10.5 sq.ft. 433 `0 433 . 427 Ceiling 35 sq.ft. 54 0 54 95 Whole House 2,039 sq.ft. 36,915 5,424 ' 42,339 63,004 ( 3.5 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only.actual loads may vary due to weather and construction differences. 1 Page 1 Residential Heat Loss and Heat Gain Calculation 6/29/2011 In accordance with ACCA Manual J Report Prepared By: Snow and Jones, Inc. Accord Branch For: Quality Mechanical 41 Piney Road Cotuit, Mass Total CFM: 1,400 ' Room Cooling CFM Heating CFM Both First Floor CFM: 1,000 Entry Foyer 33 52 . 52 Kitchen 219` 153 219 Living Room 337 404 404 Family Room 391 . 357 391 Bathroom 20 34 34 m Second Floor CFM: 600 Staircase/door to deck 53 85 85 Bedroom 106 106 106, Bathroom 106 105 106 Master Bedroom 171 155 171 Bedroom (2) 141 121 141 Master Walk-in Closet 23 27 27 r HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only.actual loads may vary due to weather and construction differences. e ,1 PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street, Dennis, MA 02638-1826 Phone—508-385-8682 E-mail—Tvarnphil@MSN.com BUK DNG RECONSTRUCTION �. Date: 24 September 2011 To: Mr.Robert McKechnie Building Inspector—Town of Barnstable From: T.Varnum Philbrook,P.E. RE: ALESBURY Raze&Rebuild, 41 Piney Road,Cotuit,MA coo r C Dear Mr.McKechnie; ' 1 Er This is the back-up information for the design work undertaken to reconstruct on this site. IrAs you may. know the existing framing is poor and the foundation was found to be incapable of sustaining any new construction while providing satisfactory anchorage for new required connections. Installing the new-0 foundation will facilitate work and provide for a much more robust residence. Based upon this I worked witif Steve Devlin,Central Construction,using the WFCM 1&2 110 MPH Guide for Prescriptive Design w a in ind EXP B wherever possible. In those shear areas not covered by the Guide I switched to either the ` WFCMI l&2'Family Manual,Clip.3,or the APA Narrow-wall Design Method IAW Para.R301.1.3 engmeered design. A new foundation plan(pg. 10)and a revised cross-section sheet(pg. 8)are attached. . They contain our foundation and connection notes. By way of summary general requirements include: a.All rafter ceiling joist seat cuts and any cathedral tails will require Simpson H2.5 clips to the plate b.High 1,','x 6'°/8''rafter ties will be used at all roofs in-lieu of over-the-ridge steel straps. : n. c.The engmeered wood floor&beam system final sizing is by others _ d.Te 151 floo left&right side walls(gable ends)will be portal framed IAW the APA Narrow Wall Bracing,Method. The key here will be the continuous spanning rim and floor beams which extend from wall.plate corner to wall plate corner. Both walls further require plywood to be installed both inside and outside along with the reduced nail spacing requirements of 3"o/c at all edges and the lap zones. These frames also require holdowns; Simpson STHD 1 ORJs(5 ea)along the foundation on the left side and Simpson MSTC28s(5 ea)along the stacked IS`floor/basement wood walls on the right side. In addition the lower basement wall will require supplemental Simpson HGA 1 OKT brackets from the stud columns to the double sill plates. This is all noted on the attached plans. e.Two additional walls have some nail spacing adjustments. At the upstairs right side wall nail spacing reduces to 3"o/c and at the basement right side wall nail spacing reduces to 4"o/c.. f Anchor bolt spacing was standardized and spaced a maximum of 32"o/c. All corners need I bolt Win the first 12". In order to get the 7"+embedment length.5/8"x 12"anchor rods w/'/4"x 2"square bearing washers'are specified for DOUBLE plate construction. Single plate construction is no allowed. This narrative outlines the changes for this job. Remaining engineered construction is to follow original submittal and plan documents. Please look this over and if you have further questions or comments do not hesitate to contact me directly. Thank you. P11-1.2 Respectfully, Zr J� T. wu tMn r�.eRoou T.VARNUM PHILBROOK,P.E. Cell; 508-364-13011 Encls,revised Pgs. 8& 10 of the Plans and the Shearwall Data Sheets ` PHILBROOK f ENGINEERING FIELD REPORTIWORKSHEET Project No P)1 Z 101 BEACN STREET of _CENNIS.MA GENERAL DESCRIPTION Central Construction 776-6660 8th ed. ve P11-12 Narrative:: 1-1/2 Story Custom Cape w/ Porch & 2 Car Garage ------ on Full Foundation - Location ALESBURY, 41 Piney Road, Cotuit, MA DESIGN NOTES - Shear Walls for 2 Upper Floors (from 110 MPH Wind Guide) TITLE Elevation - Level (Location) A Total wall area; Scale off plan - Inscribed Layout B EFFECTIVE shearwall area (no panels thinner than H/3.5) C Roof & Ceiling OR Roof, Ceiling & 1 Floor D Divide B/A E Aspect Ratio - Building Length/ Building Width F Plywood Data from Tbls. 10 OR 11 WFC4 Exp B 110 MPH Guide Nn^ G Sheathing & Boundary Nail Spacing (Suggest KEY) Main House-2nd Floor=7"6" Eff.Panel Width=26" -1st Floor=8'3" Eff.Panel Width=29" - TITLE FRONT-Upstairs TITLE FRONT-Downstairs - A Tot SgFt 270.0 Tot SgFt 340.3 sq ft B Eff.SgFt 150.0 Eff.SgFt 161.9 sq ft �~ C Tbl.11 Roof & Ceiling Tbl.11 Roof, Ceiling & 1 Flr D Avail. % 56% Avail. % 48% E LM 1.54 LIW 1.58 F Req.% 22% Interpolate Req.% 46% Interpolate G 71W'Naiing BASIC (8d @ 6" o/c) 7116"Naiing BASIC (8d @ 6" o/c) REAR-Upstairs REAR-Downstairs A Tot SgFt 270.0 sq ft Tot SgFt 340.3 sq ft B Eff.SgFt 127.5 sq ft Eff.SgFt 170.2 sq ft C Tb1.11 Roof & Ceiling Tb1.11 Roof, Ceiling & 1 Flr D Avail. % 47% Avail. % 50% E UW 1.54 LJW 1.58 F Req.% 22% Interpolate Req.% 46% use 2.0 G 7/16"Naiing BASIC (8d @ 6" o/c) 711V Naiing BASIC (8d @ 6" o/c) TITLE LEFT SIDE-Upstairs TITLE LEFT SIDE-Downstairs A Tot SgFt 195.0 sq ft Tot SgFt 215.8 sq ft B Eff.SgFt 93.8 sq ft Eff.SgFt 45.7 sq ft C Tbl.10 Roof & Ceiling Tbl.10 Roof, Ceiling & 1 Flr D Avail. % 48% Avail. % 2196 E L1W 1.54 LIW 1.58 F Req.% 47% Interpolate Req.% 60% NG G 7116"Naiing BASIC (8d,@ 6" o/c) THEREFORE - Use APA Narrow Wall RIGHT SIDE-Upstairs RIGHT SIDE -Downstairs A Tot SgFt 195.0. sq ft Tot SgFt 215.8 sq ft B Eff.SgFt 67.5 sq ft, Eff.SgFt 45.7 sq ft C Tbl.10 Roof & Ceiling Tbl.10 Roof, Ceiling & 1 Flr D Avail. % 3596 Avail. % 2196 E LIW 1:54 L/W 1.58 F Req.% 31% Interpolate Req.% 60% NG G 7116"Naiing REDUCED (8d @ 3" o/c) THEREFORE - Use APA Narrow Wall PA Narrow Wall Bracing Method(Portal Frame) w/Holdowns - LEFT & RIGHT Sides7-1 Minimum Wall Length to Full Height Plywood = 17" (6:1) for 813" wall & Minimum Actual Wall Lengths to Full Height Plywood = 24" (4:1) NOTE - Provide for anchorage to parallel wall below framed panels V(wall) = (Roof+Flr)x Zone4) x (Length)/2 (Mrh = 17' @ 2nd floor) V(wall) = (20xl6) plf x 411/2' = 6,970 lb side over 516" v(wall) = V/eff wall =-1,267 lb/lf Use APA Rated 7116 Y/ nails R 3" o/c all edges OR to 1.260 FZF w/ sheathi*3g _ n BOTH sides. Solid block all oven vanel edges OK by Tbl. 3.17 WFCM V(wall) = 6,970 lb & v(eff wall) = 6,970 lb/14' eff found v(wall) V/found wall 498 lb/lf - OK for 5/8" anchor bolts @ 32" o/c OK by design P82-FRW-7 I PHILBROOK ENGINEERING �' FIELD REPORTMORKSHEET Project No: t07 BEACH STREET � Z Z ' ENERAL DESCRIPTION Central Construction 776-6660 8th ed. I Pll-12 Narrative_ 1-1/2 Story Custom Cape w/ Porch & 2 Car Garage on Full Foundation Location_ ALESSURY, 41 Piney Road, Cotuit, MA i 4PA Narrow Wa11 Bracing Method (Portal Frame) w/ Holdowns - LEFT'&'RIGHT Sides - cont'd Wall End Uplift = V(wall)lb x Ht/Portal Span Wall End Uplift = 6,970 lb x 8.31/13.51 .(ave) = 4,285 lb total uplift or 2,143 lb x 1.15% uplift at 2 locations for Both Side walls LEFT side (concrete) Uplift = 2,465 lb use Simpson STHD10RJ @ 2,585 lb i RIGHT side (wood wall) Uplift = 2,465 lb use Simpson MSTC28 @ 2,980 lb ds< from 2/2"x studs - Rim - 2/2"x studs @ 1st Floor B RIGHT side (sill plate) Uplift = 1,065 lb use 2 ea Simpson HGA10KT @ 1,390 lb � N from 2/2"x studs - Sill Plates @ Foundation OK by design & Mfg. Tables IIESIGN NOTES Shear Walls for Walk-out Level (from 1&2 Family Manual Chp. 3) I - TITLE Elevation - Level (Location) & Capacity a A Endwall Width (W ft) or Length (L ft) B EFFECTIVE Full Height Sheathing (WFCM 1&2 Manual Tbls. 3.17A or B) C Wall Height Adjustment (H/8) D Wall Height E Effective Sheathing Panel Length (H/3.5) F WFCM Tbl. 3.17D Adjustment for Types of Construction G Adjusted Minimum Required Length. of Full Height Sheathing H Available Length of Effective Full Height Sheathing Main House-Basement=7'6" Eff.Panel Width=26" _ TITLE FRONT-Basement (Roof,Cell&2 Fir) TITLE LEFT SIDE-Basement(Roof,Cell& Wind Parallel to Ridge Wind Perpendicular to Ridge A End Wall(W) 26.0 ft End Wall(L) 41.0 ft B Min.Eff Len. 11.0 ft (from Tbl 3.17B) Min.Eff Len. NA-Foundation Wal C Wall Adj 0.94 Hl8 Wall Adj H18 D Wall Height 7.5 ft Wall Height ft E Eff.Panel 25.7 in Eff.Panel in F Tbl.3-17D Adj 1.3 Open Stud Tbl.3-17D Adj none taken G Adj.Eff Len 13.4 ft Adj.Eff Len ft H Avail Eff Len 18.0 ft Avail Eff Len ft THEREFORE - Tbl. 3.17D; 6" Edge, 12" Field & Open Stud inside. Solid block open seams TITLE REAR-Basement(Roof,Cell&2 Fir) TITLE RIGHT SIDE-Basement(Roof,Cell Wind Parallel to Ridge Wind Perpendicular to Ridge A End Wall(W) 26.0 ft End Wall(L) 41.0 ft B Min.Eff Len. 11.0 ft (from Tbi 3.1M) Min.Eff Len. 23.8 ft (from Tbl 3.17A) C Wall Adj 0.44 H/8 Wall Adj 0.94 H/8 D Wall Height 3.5 ft Wall Height 7.5 ft E Eff.Panel 12.0 In Eff.Panel 25.7 In F Tbi.3-17D Adj 1.3 Unfinished Tbl.3-17D Adj0.74! (from Tb13.17D) G Adj.Eff Len 6.3 ft Adj.Eff Len 16.5 ft H Avail Eff Len 16.0 ft Avail Eff Len 17.5 ft THEREFORE - Tbl 3.17D; 6" Edge, 12" Field & 1/2" GWB.� Solid block seams THEREFORE - Tbl. 3.17D; 4" Edge, 121, Field & 1/2" GWB. Solid block seams PI1 .12 of AtT.VAP.NUM -- PHILOBOOK in MECH Ni AL 306 fG Sot a , 24_56K Uj, �`bNK P82-FRW-7 J� j 5G8-� ? (� - 661�b �'� �'--- ��: _. A�ee s, zoo' n e�,j -- SURETY NOTICE OF CANCELLATION AND/OR TERMINATION CERTIFIED MAIL-RETURN RECEIPT REQUESTED N/A July 1,2013 Town of Barnstable 200 Main Street Hyannis, MA 02601 ..r qz:7 .. N Bond Number: 601011021 R Cross Reference-..Y . . C:)-. �:._... Principal: Central Cape Construction, Inc. R s Present Penal Sum: 200 USD g ° cn Bond Description: General Contracting;@ 41 PineyRoad,_Cotuit,,MA 02635�:> Original Effective Date: September 6,2011. Cancel Date: September 6,2013 We hereby cancel the above referenced bond in accordance with the cancellation/termination provisions contained in the bond. If,for any reason,the effective date of this Notice does not fully comply with the cancellation/termination provisions contained in the bond,then this Notice shall be deemed amended to contain the earliest effective date which is in compliance with the provisions of the bond. REASON: In Accordance with Company Standards Cancellation Reason Comments: Non-Renewal REPLY TO: f The Ohio Casualty Insurance Company Boston , 20 Riverside Road Mail Stop 03AN B'y: Weston, MA 02493-2281 800-647-1113 Fax: 866-547-4882 Attorney-in-Fact Robert Desharnais ` .. 20M. r ` ' Obligee ❑ Principal - ❑ ,Producer • ❑ Home Office r ❑ Underwriting Office Central Cape Construction Inc: v 820 Main Street Cotuit, MA 02635 LMIC-3200 FAX COVER SHEET SANOWICH RREPLACE P•O:Box 1409 337 COW Rd. B/d.B#7 Sandwich, MA 02563 PHONE:(508)833-5055 :. Fes.(508)633-0220 SEND TO Fior►i Ammon Dab ofto kmtbn off"moo►► Phom number Fat number go S u�errr ❑ Rani►ASAP ❑ Phsa eonxnar►t asar rwi�w rrrfamalfon Tot�ipaQes, amer. • ,. COMMENTS l l,, W:::� f , ::.....:.: Q. .19� ` .. .. ..._................ . _.._. ....................: ......................... . .L•......_...... ............... .............. . .............. _..._._._........................ ... ............ .... ....I.. .... _ ........ ...........I................: ............................ ....... . ..._......0 .... ................. ............. .... -................................... ....................................................r .:�l......... • _ ............u.r..:............. ....• •........................ ......i....:u.....r.u....:..... :......:.......•... ...u............. .. .......................................................u........................................_.. ..... u.. ....•..•....uu............................ ........... — .......................... ... ............. ...... J 'Wr ILO ........:�.................. ...................................... ...... .. Ir . . I......................................... • •... •...... ........u..r ..l... ... ..r�;= �IU ...-.....J.. ....M:.� ............................. s Y Y a ...Y I" � l ...u....._.....r...u.................................. ........::..:: ................•iji::...r..:...���. ••.•••• ......•.r ................ .....•.....................::........... •................ .... r............. :.�....... ...:.........:. j.. ':........_..... .� ............. ....... e,fu`- P I'd 022906Z80SZ:01 0220-228-80S ti-ld3dId HOINONUS:WOdI dSS:TT 2TO2-2T-d PH. Glas, s Doors J. Vented Gas Log Sets & Gas Log Lighters • Glass doors ar optional Optional Refer to Figure 2: or how to properly use them. Vented gas logs or gas log lighters can be installed in this fireplace. Follow the instructions provided with the WARNINGI Risk of Firel Install ONLY doors ap- accessory for operation. proved by Hearth 8 Home Technologies, Inc. WARNINGI Risk of Fire or Asphyxiation! WARNINGI Risk of Fire and Smokel Fireplaces . DO NOT install unvented gas logs. equipped with doors should be operated only with - Damper must be locked open. doors fully open or doors fully closed. If doors are left Gas flame may generate fumes. partly open, gas and flame may be drawn out of the fireplace opening. K. Optional Components FULLY OPEN PARTLY OPEN CORRECT INCORRECT Other options may be available • Consult your dealer/distributor O WARNINGI Risk of Firel DO NOT install and or use any component not approved by Hearth.8 Home Tech- nologies Inc. FULLY CLOSED PARTLY CLOSED L. Clear Space CORRECT INCORRECT Do not place combustible objects-within areas indicated in Figure 2.3. O WARNINGI DO NOT place combustible objects,in front of the fireplace. High temperatures may ignite clothing, furniture or draperies. • Mantel-avoid placing candies and.other heat-sensitive Figure 2.2 opereting Poaitions.of e1-fold Doors objects on mantel or hearth. Heat may damage these objects. I. Outsid Ir:(opional) The outside air ki a combustion air for your fireplace. It may help reduce the effects of negative air pressure. (See Section 5.13.) • Refer to Figure 2.1 for location of control • Close the inlet to prevent cold drafts when the fireplace Is not being used. CAUTIONI Risk of Burnst The outside air control handle is HOT when fireplace is in operation.-Adjust BEFORE lighting fire. 48 In,1+2+e mmi - - Clear6p-ee .. Front of F4epl= Cleor6pace - - tildes at Fireplec• e_ (fiom the FP. / _ open1n7) - Figure 2.9 Clear Space e Heatilator•160, 180.4013-250•Rev J •3/12 g i z'd 022906L80Sti:01 0220-228-80S d-1d3dId H0IMaNUS:W0dd USS:TT 2T02-2T-ddd 7� r'- C onwealth of Massachusetts Parcel eZQ Date: y- 9- / Permit EstimatedJob Cost: $ /® d v ® = P<e�r`"mit Fee: .$ Plans Submitted: YES NO ✓ Plans Reviewed: YES NO Business License# S �' Applicant License# y ' S, 7 Business Information: . "",Property Owner/Job Location Information: Name: _ Pl Name: STc�E De �� '�. ,'/i /�r �Y� Street: /q 3 'CALte-7- JUG c,lC Street: City/Town: 'City/Town. T Telephone: o up Telephone: 7 G S o 4g 7 C � O A. . Photo I.D. required%Copy of Photo ID: attached: YES NO a srai 161 J-1 M-1 estricted license J-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 Industri11 al Educational Fire`Dept. Approval t ` F Institutional ;Other Square Footage: under 10,000 s .,ft: �/ over.l0 000 s ..ft. Number` q f q of SO over. Sheet metal work to be completed: New Work:` Renovation: . HVAC 1VIeta1 Watershed Roofing Kitchen Exhaust:System . OMetal�Chimney/Vents Air Balancing" Provide detailed description of work to be done:, .h - r ��✓ s lei.-. We- 7-ikiyQ tt0- V KJ f e 3 - 43 ik ,A ;ta Loll/ �4 L L 4SURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes ErNo ❑ you have checked)La, indicate the a of coverage by_checking the appropriate box below: liability insurance policy Other type of indemnity ❑ Bond ❑ WNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the ;assachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent r checking this box�fy I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and curate to the bestI knowledge and that all sheet metal work and installations performed under the permit issued for this application will be 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 i Final Inspection i Date Comments Type of License: aster ❑ Master-Restricted (� lfown ❑Journeyperson Signature of Licensee mit# ❑Journeyperson-Restricted License Number. Z/ $ ❑ Check at y=.mass.govldDI )ector Signature of Permit Approval h Ilk Date: 4/3/2012 Time: 11:26 AM To: Morse Insurance Page: 01 AV Aco CERTIFICATE OF LIABILITY INSURANCE ID DATE(MMD"YYY) 1 4/3/2012 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 pollcy(les)must be endorsed. If SUBROGATION IS WAIVED, 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 Barbara Morse NAME: Morse Insurance Agency, Inc. AICNNo Ext: (5013)238-0056 \AIC No:(508)230-8367 285 Washington Street E-MAIL .barbaramorse@morseins.com ADDIR INSURER(S)AFFORDING COVERAGE NAIC# North Easton MA 02356 INSURERAMain Street America Assurance 29939 INSURED INSURERB:NGH Insurance Company 4788 QUALITY MECHANICAL SYSTEMS LLC INSURERC: 143 GREAT NECK RD INSURERD: INSURER E: WAREHAM MA 02571-2426 INSURERF: COVERAGES CERTIFICATE NUMBER:2011-2012 Master 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 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.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE DDL SUB POLICY NUMBER MMIDDYIYYYY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 500,000 PREMISES Ea occurrence $ A CLAIMS-MADE a OCCUR 0W5432 1/7/2011 1/7/2012 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 . GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY JFCT JECT LOC $ AUTOMOBILE LIABILITY COMB NED SINGLE LIMIT • Ea accident ANY AUTO BODILY INJURY(Per person) $ 250,000 ALL OWNED X SCHEDULED 9M25432 1/7/2011 1/7/2012 BODILY INJURY.(Peraccidenq $ AUTOS AUTOS 500,000 NON-OMHIRED AUTOS X AUTOS ED PPeacodent AMAGE $ 250,000 I PIP-Basic $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE ,. AGGREGATE - $ DED I I RETENTION$ $ B WORKERS COMPENSATION - - \VC STATU- OTH - ANDEMPLOYERS'LIABILITY YIN X TORY LIMITSI ER _ ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500 000 OFFICER/MEMBER EXCLUDED? ,� NIA 5432 1/7/2011 1/7/2012 (Mandatory in NH) E.L.DSEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) "The workers' compensation policy does not provide coverage for Peter J Savary CERTIFICATE HOLDER CANCELLATION (508)291-6176 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS.. 200 Main Street Hyannis, MA AUTHORIZED REPRESENTATIVE _f Margaret Viera/SAM '- �&AA u U.%.� ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD •- � Town of Barnstable �, • Regulatory Services 16.19. Thomas F.Geiler,Director Building Division... Tom Perry,Building Commissioner. 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-403 8 Fax:. 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, S Tc ve D c v as Owner of the subject J. property hereby authorize f. ,Ty . to act on mp behalf, . in all'rnatters relative to work authorized by.this building permit (Address of Job) • "Pool fences and alarms are the res onsibili f p ty of 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. Signature of Owner Signature of Applicant _rcvt �tv.�� G✓ l Print Name Print Name Date QTORMS:OWNERPERMSSIONPOOLS Town of Barnstable Regulatory Services inaxsrner.E, : Thomas F.Geller.,Director v�pNABS. 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE:_ //q JOB LOCATION: "� CO U number street y� village "HOMEOWNER": 5/c'ac b C V�r N S O 7-7 - SW01 e- 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 Barn table Building Department m;r,;mum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner j Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities.of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2:15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fornr/certification for use in your community. Q:forms:homeexempt i The Commonwealth of4jasSachusetts Department oflndustrial Accidents Office jice of Investigations `600 Washington Street - Boston,MA 02111 www.mass gov/dia . Workers' Compensation Insurance'Affidavit:Builders/Contractors/]Glectr-icians/Piumbers ;. Applicant Information I Please Print Legibly Name(Business/or m;ntion[ftt&vidud):. 1+`7- y g 7 Address: /q 3 Cat C_T City/State/Zip: bi a--,L t L, ®Z sir/Phone.#; Soo Z Are yo employer?Check the appropriate boa: 4. Lama Type of project(required) 1. I am a employer with Z ❑ . general contractor and I employees(M and/or part timel.* ` have hired the gab-contractors`_ 6. ❑New constr n 2.❑ I am a'sole proprietor or partner- listed an the'attached sheet 7. deling ship.and have no employees These sub-contractors have 8. ❑Demolition Working for mein:any capacity. employees and have workers' [No workers' comp.insurance comp.insurance,# 9 ❑.aa�g addition required.] 5. We are a c ❑Electrical repairs or additions ] 0 corporation and its. . • ` �10. 3.❑ I am a homeowner doing aII work officers have.exercised then' Il.❑Plumbing repairs or additions myself [No workers'.comp. - right of exemption per MGL insurance required.]t c.152, §1(4),and we have no 1Z.0 Roofrep=s e to ees. o workers'mP.. Y 13•[� Other comp,insurance required:) *Any applicant that checks box#1 must also fin out the section below showing thew workers'compensation policy mforma$on: 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-contactors and state whether ornot those entities have employees._If the sub-contracton hal o employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below" the policy and job site information. Insurance Company Name: 6 1Z S t Za. C Policy#or Self-ins,Lic.# ''J •9 3 9 Expiration Date: Job Site Address: y City/State/Zip:_ C o !c�. - Attach a copy of the workers' compensation policy declaration a e' sho P g ( wing the policy number and expiration date). Failure,to,secure coverage as required under Section 25A of MCTL c. 152 can lead to the imposition of czrmiaal penalties of a-: f ne up to$1,500.00 and/or one-year=pnsonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine, of to$250.00 a der a PY: Y nP y against the violator. Be advised that a co of this statement ma be forwarded to the Office of IuvestZ ions of the DIA for insurance covera a venftcatton.. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct Signature: Date Phone#: S O P 'Z /` / 7�j Official use only. Do.not write in this area, to be completed by chy or.town official City or Town: PermitUcense# •Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Oth Other Contact Person• Phane#• COMMONWEALTH OF MASS INEi'AL,WORKER5 w 1 . AS A ASTEk�-U�°IRESTRICTED 1$§UES THE:ABOVE LICENSE TO i PETER ` .! SAVARY 143 -GREAT: 'NECK,.RD '. WAREH AM" A MA 02571 2426 f' 4557 09/28/12 94922.Q ,�� fii - r The.Commonwealth of Massachusetts William Francis Galvin-.Public Browse and Search Page 1 of 2 The Commonwealth of:Massachusetts William Francis Galvin Ile- lk Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 02108-1512 ^� - Telephone: (617)727-9640 QUALITY MECHANICAL SYSTEMS, LLC Summary Screen Help with this form Rgquest,a�Gertificate� , The exact name of the Domestic Limited Liability Company(LLC):`OUALITY MECHANICAL SYSTEMS,LLC Entity Type: Domestic Limited Liability.Company,(LLC).. Identification Number: 900440308 . Old Federal Employer Identification Number(Old FEIN): 000915021 Date of Organization in Massachusetts: '.01/23/2006 The location of its principal office: No. and Street: 143 GREAT NECK ROAD City or Town: WAREHAM State:MA Zip: 02571 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: PETER SAVARY No. and Street: 143 GREAT NEC_K ROAD City or Town: WAREHAM State:MA Zip: 02571 Country:USA The name and business address of each managers Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code. MANAGER PETER SAVARY 143 GREAT NECK RD. WAREHAM,MA 02571 USA The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSunuTiary.asp?ReadFromDB=True&... 4/9/2012 i The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code Consent _ Manufacturer Confidential Data Does Not Require Annual Report Partnership X Resident Agent X For Profit Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS - — �• Annual Report I Annual Report-Professional Articles of Entity Conversion Certificate of Amendment I View.FiIings Comments ©2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/9/2012 Town of Barnstable BARNSTABLE. * Regulatory Services MASS- 0 O ,0s Building Division prE MAC a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Ty-p"_,Iaspection L @Gatioft Permit Number < ( a S Owner L - /r-3 U--C2C-i Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: floW ? re) /LCu�r ✓ �SL s � 5 Please call: 508-862-443-8'for re-inspection. Inspected by Date cy // • • Town of Barnstable C 200 Main Street i Hyannis, MA 02601 cr '.r+ `-Notice of Intent to Demolish or Move an Historic Building/Structure r1 Is Building/Structujr,e Watedlir�,}a�a Loyal or Regional Historic District: YES NO 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 �Q /� Date of Application: Building/Structure Address: �j 60TU/T /V/9 umber Street Town State Zip Assessor's Map#: 0 3 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 NO), How old is the Building/Structure: t1V 1927— ' How is the Building/Structure Occupied' 000Cij(S 1V AJ -j_ Number of Stories: Architectural style of Building/Structure, describe if not known:, ie IrL C 0�j} 46 Material of Building/Structure: l.00r0 sq//OGLE' Is this Building/Structure associated with one or more historic events of Persons. Please list even!, description or names: Type of Building/Structure and proposed work; Explanation of the proposed use to be made of the site: UI:CALSI MA 4 L T/ Zoning District: �� Fire District: 001WT Fy Applicant's Name: Address: /"/A//V ..5% co v Number I St[get r ��, Town State Zip Owner's Name: /(�� Lv ,� /,p �r Address: Z2 A 6 If ' 70 A1. /7// Q/ / 61 Number St t1C� ��U Town State Zip Contractor. G S�]� 1 �` Address.- a1TU UT Number Street Town �n`Statte� Zip Program of Lot and Building/Structure with dimensions: KJ7 C — 13Z i9o&J ' f ' f 1-I//�/r9 I✓�v S� ni . d Name: ' — ---- -- PROJECT TITLE, e s ' fu Pi-•,mot,-r :I2- _ - '� � � ��__ °r' ' - .. - + c t,t ✓` �— C,. - r—j` `—l.� , L tl 1. rw " � .�♦ ,. _.. 1. ..: , • N _ , I' I 5 .- { .. t i. , �U - u L k t +, - - — :.,-- - � PARED FOR 1 ^ PRE t . C- , I i E 1 + - Central Construction Company, Inc I �- -, I , � _ Steve Devliiz-President , _ . .. . ... _ "The Excitement is Building„ ( _ 2 - - ce a to co + 508 i 1 820 Main Street•Cotuit M 20 1340 : `+ , _• — Z + I'- - /—[ __ Webste:www.centraicapeconstruction.com (tvz Fr 1 I -=- II ► i - z- - -- — = U - , , r I S I - 4 � II SCALE � a _ I - f. r � E� DATE DWG NO. SIGN I 1 DE CHECK 2, DRAWN __— JOB NO. SHEET OF PROJECT TITLE 7 k 5 S . t' - a.. a :. ,°I}. - ' - '• /, _ `.� %�}.t,/ Ye •L' Y •yl r 026351 r ' • •ry - : - t e s• : y i � k ` y C i t , t i i r : I I a t4 I : 1 r i i ! s i `v � _�• .. PR�PAf2'ED FO i r R • : a€ >ti y ZJ. i r r q,, 1_ CentralConstruction Company, Inc. Steve Devlin•President I I "The Excitement is'Buildin " I iI I - I 82 'Main Street•Cotuit, MA-508 420 134 1 �.. ' D►�r.3 0 e-mail:central c ionc . : Webs te:www.ceeWralcapeco @9caion com t r ' — SCALE - '! i - - 1 - I : I 9 1 : s Ll : t3 .� : DATE DWG NO. DESIGN �,,G 1-- ----- •_ �— � CHECK n DRAWN F JOB NO. SHEET G a..